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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑
0 O9 z5 E# I6 o7 n7 R/ Z
7 N7 x/ e' k5 { o% f+ V! [) L分享，攒RP考试用
& `! x6 u/ Q% i不知道大家需要否，一层层贴吧:loveliness: , m, x) ~; n3 C+ T5 r- f- U
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7 p2 U2 d6 \7 i9 g9 `5 A常用的建筑词汇
6 o4 Z! P% P! d0 X$ I. B( `8 P" P
8 s% b0 z% S& H2 Q/ \A 5 ]+ S3 C1 [0 L8 |# e3 p
acceptable quality 合格质量
2 _* U$ l, l# O8 F5 ~) Kacceptance lot 验收批量9 [7 I, K1 l) O' i" n
aciera 钢材
]! S4 {1 y; L3 ^2 ^admixture 外加剂6 T) i, r* g `) B9 y
against slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
$ m- B% ^% C: H. A& [" ~aggregate 骨料- h4 g7 G, I$ q' v! s3 c/ Q2 V
air content 含气量
, d" Z% ^5 _+ c) }5 L6 S$ l2 ^" r& }% |air-dried timber 气干材% i( }' p8 x/ y; ?" X$ h
allowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比( ~% m, S8 ]: z3 ^# D A4 i
allowable slenderness ratio of steel member 钢构件容许长细比0 Y$ E# g# {9 L
allowable slenderness ratio of timber compression member 受压木构件容许长细比
) T) w* T" q7 z; u6 rallowable stress range of fatigue 疲劳容许应力幅
2 x7 `! l7 F$ Gallowable ultimate tensile strain of reinforcement 钢筋拉应变限值
4 U3 R ~6 q" I6 v. Pallowable value of crack width 裂缝宽度容许值4 s: Q% W% N Q7 G
allowable value of deflection of structural member 构件挠度容许值; e/ s' c6 q: A \ i, W
allowable value of deflection of timber bending member 受弯木构件挠度容许值* q: Q, a. u7 j1 {8 w* y# [6 k) s
allowable value of deformation of steel member 钢构件变形容许值4 s o |; z/ j+ F- O$ ?7 o; m+ a# _
allowable value of deformation of structural member 构件变形容许值
. |0 c" x {* s) W/ ]- D. uallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
5 f6 h0 y2 w1 Z; Lamplified coefficient of eccentricity 偏心距增大系数
( H4 f7 d, o: {anchorage 锚具. J# |' W" ~& I" x/ j1 J7 H
anchorage length of steel bar 钢筋锚固长度
; Q% N P. m5 }3 a+ lapproval analysis during construction stage 施工阶段验算! g" V0 G/ W) @1 p
arch 拱4 L Y4 k: w0 b* y& [7 C
arch with tie rod 拉捍拱0 a2 B7 C0 U- L" @1 U
arch—shaped roof truss 拱形屋架1 |& w1 G7 O, x& m+ @
area of shear plane 剪面面积
2 x& c% N9 b- i# N1 s2 q9 ^8 Uarea of transformed section 换算截面面积
5 K2 i! R% O# Y. y, \' `$ \$ Naseismic design 建筑抗震设计5 K# d l+ w7 w5 R- C1 H
assembled monolithic concrete structure 装配整体式混凝土结构
0 q- o% ^+ E o; W0 [automatic welding 自动焊接& ^/ ]7 p) i- w, M/ @. i2 u
auxiliary steel bar 架立钢筋
3 z$ q/ k/ b" E5 K% wB
& g) I1 z/ I! E# K: [; S7 Sbackfilling plate 垫板
8 C6 `: d% P* Z! nbalanced depth of compression zone 界限受压区高度
6 n% T1 Y2 W) W! J/ ?balanced eccentricity 界限偏心距
% X4 K) a/ K/ }+ H& Obar splice 钢筋接头5 h2 U/ u7 ~7 V q
bark pocket 夹皮$ h* F. T9 g$ }4 W7 s
batten plate 缀板! d. }( p- ]8 O; z& m2 C( V
beam 次梁
' [# U' Q- o$ T; _+ _bearing plane of notch 齿承压面(67)
1 z2 m3 ?5 Y# z( L% ibearing plate 支承板(52)
H: c# K, S2 Q5 t+ t6 V0 Kbearing stiffener 支承加劲肋(52)
9 c( Z7 q/ w! |$ l) j; Hbent-up steel bar 弯起钢筋(35)# o! s& d4 s9 A$ f7 V
block 砌块(43)$ U: v6 m7 G. ^" M
block masonry 砌块砌体(44): Y9 t9 x3 O! c0 c& x0 f; ^
block masonry structure 砌块砌体结构(41)% p/ x; o9 G% Y" H7 j+ j) ^
blow hole 气孔(62)
* ?& n/ `4 I7 yboard 板材(65)
( v6 {' ?" e- `& K) R0 abolt 螺栓(54)
p% o! [4 M: ?3 l. g! y+ M0 Cbolted connection (钢结构)螺栓连接(59)
: ?; X. J* N+ ]/ b7 `bolted joint (木结构)螺栓连接(69)- C- h7 \/ @% g0 j1 E
bolted steel structure 螺栓连接钢结构(50)- Z& Y! e+ N: v$ T) a& I
bonded prestressed concrete structure 有粘结预应力混凝土结构(24) a3 P) [$ W# h: Y
bow 顺弯(71)
# [/ |+ F- e: o1 S* a/ w4 @% S5 Qbrake member 制动构件(7)6 L$ n/ A7 m* h3 E
breadth of wall between windows 窗间墙宽度(46)
+ y& [( ?* C3 [! a1 {3 bbrick masonry 砖砌体(44)
4 O9 I2 K0 q! U# A" |) k: ybrick masonry column 砖砌体柱(42)! F( T8 v9 V% @
brick masonry structure 砖砌体结构(41)0 B" @ d. m, Y( e) L
brick masonry wall 砖砌体墙(42)% K: g# H6 k p8 G
broad—leaved wood 阔叶树材(65)9 ^8 B) {, b- V& U1 B+ e, p
building structural materials 建筑结构材料(17)
& c" w) p) b" w6 t3 t9 l/ Vbuilding structural unit 建筑结构单元(* {" u7 _# A. k$ k( s2 n" ?4 s. W
building structure 建筑结构(2
4 i! J) M; ~# |6 G; H' _, ^; @built—up steel column 格构式钢柱(511 I* L: S4 {- h
bundled tube structure 成束筒结构(3
2 x- I5 j- D; S0 K1 o& j' {burn—through 烧穿(62$ _( S1 V; |" |, Z8 ]! J+ c
butt connection 对接(59% z. R. ]! R/ Y6 |# x+ _
butt joint 对接(70)
( ~$ [& H a( I( Qbutt weld 对接焊缝(60) l6 \# N5 D H( q( u
C
U% K, U0 U8 e+ v6 p+ |/ i; C/ }+ Lcalculating area of compression member 受压构件计算面积(67)2 u/ W0 s* v7 e7 T: {
calculating overturning point 计算倾覆点(46)
) B0 y) b5 N" J; rcalculation of load-carrying capacity of member 构件承载能力计算(10)) x: t, k6 s# k n
camber of structural member 结构构件起拱(22)
) R) o: Q0 h7 D3 X0 D7 Ccantilever beam 挑梁(42)* B. `1 F5 ?, G9 [, ^, i1 b
cap of reinforced concrete column 钢筋混凝土柱帽(27), p- ^: e. `: z2 n4 U& w
carbonation of concrete 混凝土碳化(30)9 G% C$ k9 Y# R- }/ e6 v
cast-in—situ concrete slab column structure 现浇板柱结构
. }4 U) n& ~, f* D* z; R( D' kcast-in—situ concrete structure 现浇混凝土结构(25)7 B+ U! {3 F S* R
cavitation 孔洞(39)+ |8 v! F; l4 [8 g$ f$ o N& _
cavity wall 空斗墙(42)9 l7 U2 O8 E6 ]( Z0 z: ^6 @
cement 水泥(27)' Z0 k$ V& m+ n$ s5 S
cement content 水泥含量(38)- N4 Q4 n; r# X8 N; b9 F
cement mortar 水泥砂浆(43)
4 j. b' C$ r7 H9 x; y& j+ x' ocharacteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)1 y, M# Y9 o% Z# [
characteristi cvalue o fwindload 风荷载标准值(16)
c, I1 G1 h; V3 W& e( Qcharacteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)
) ^7 K0 r/ |7 i8 g; r6 }! pcharacteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)9 d2 w( R- P3 B0 u
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)/ e3 w1 L% D0 I; f1 Z: v
characteristic value of earthquake action 地震作用标准值(16)
3 s5 M1 o# T. bcharacteristic value of horizontal crane load 吊车水平荷载标准值(15)
! B4 [- W9 R) D/ N- Xcharacteristic value of masonry strength 砌体强度标准值(44)
" v% |, [9 o# }characteristic value of permanent action· 永久作用标准值(14)
' |- u: x0 `9 M! K0 c* Tcharacteristic value of snowload 雪荷载标准值(15)$ Y3 \4 a+ H4 _ h
characteristic value of strength of steel 钢材强度标准值(55)
: G) h0 b- m8 y2 Hcharacteristic value of strength of steel bar 钢筋强度标准值(31)3 [8 b! z7 N, W! j7 r/ G
characteristic value of uniformly distributed live load 均布活标载标准值(14)9 s5 v- u* ` P3 n4 C3 ^
characteristic value of variable action 可变作用标准值(14)4 o" p. K4 t6 Y c+ v3 Z+ `
characteristic value of vertical crane load 吊车竖向荷载标准值(15)
2 {8 s8 n5 ?1 scharaeteristic value of material strength 材料强度标准值(18)! z. B3 `# [) r( w8 ~
checking section of log structural member·， 原木构件计算截面(67)5 z" t0 d, m, k% y" y
chimney 烟囱(3)
! e+ U }8 x8 N7 u! `" f) Xcircular double—layer suspended cable 圆形双层悬索(6)
6 l/ }- y9 S, o3 T, Z) R) Ncircular single—layer suspended cable 圆形单层悬索(6)+ ?% [; S2 p) \1 d% G2 Q( v
circumferential weld 环形焊缝(60)
" y8 C/ T3 v ^1 z4 ]classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)$ J: G: q! [! h1 i/ l% U
clear height 净高(21)) q- W! r7 n2 ^/ y
clincher 扒钉(?0)& s, V* C$ `$ E- H1 Y# t0 k/ d% v
coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)
9 ?1 K1 N; a; \cold bend inspection of steelbar 冷弯试验(39)
( o0 m5 c) b) N$ g1 ccold drawn bar 冷拉钢筋(28)& W4 X2 C* _: V
cold drawn wire 冷拉钢丝(29)
. m2 Y% k) j# T3 icold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)$ i& B$ P: F! Y: d" Y7 l
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)" [3 f1 C" j7 h9 `4 n6 H
cold—rolled deformed bar 冷轧带肋钢筋(28)
) P/ V/ R& H4 @8 J' Y$ F% e7 }* ?column bracing 柱间支撑(7)
' v+ z/ w$ q4 {; W* ocombination value of live load on floor or roof 楼面、屋面活荷载组合值(15)7 t, F3 ~3 e" D3 J
compaction 密实度(37)! _! V F, w6 p, x. e: c( P+ e
compliance control 合格控制(23)6 M1 T9 D8 Q1 @+ \- D! v
composite brick masonry member 组合砖砌体构件(42)9 }+ I# r }$ f- S
composite floor system 组合楼盖(8)
. s6 r* o1 a6 h/ c( X |; Pcomposite floor with profiled steel sheet 压型钢板楼板(8)- X: {! ?# D0 ]* Z0 i& x5 D
composite mortar 混合砂浆(43)
$ {3 B; N- K( g3 A8 Bcomposite roof truss 组合屋架(8)
! b- k$ T* w. _. b# tcompostle member 组合构件(8)
3 h: ~8 r* U# o' H& Ecompound stirrup 复合箍筋(36)
% K/ V4 C- r7 G9 }( B v5 icompression member with large eccentricity· 大偏心受压构件(32)
! v) G3 ^1 g- x3 g2 r" z5 @, Ocompression member with small eccentricity· 小偏心受压构件(32)
- g+ P8 t4 K( G3 G/ |* [/ |2 Vcompressive strength at an angle with slope of grain 斜纹承压强度(66)
" p. I7 N/ |, G% Tcompressive strength perpendicular to grain 横纹承压强度(66)
5 K7 l$ y( R$ ]' G3 yconcentration of plastic deformation 塑性变形集中(9)
9 q( Y% h5 v; Oconceptual earthquake—resistant design 建筑抗震概念设计(9)
8 _" i' N; n7 p! m6 ]7 f4 i3 n! W0 F% hconcrete 混凝土(17)' D3 U7 f8 y" _+ _5 j6 ^% x @
concrete column 混凝土柱(26)
% n% g' E w( f3 uconcrete consistence 混凝土稠度(37). B+ |; Q. @% [( k( N# c3 x7 i5 q
concrete floded—plate structure 混凝土折板结构(26)' X! U$ t4 v# T4 Q' M
concrete foundation 混凝土基础(27)* c6 h/ Y+ q, K! Y5 U+ {6 f9 Y0 b& m
concrete mix ratio 混凝土配合比(38)
" z9 |6 V: R4 ]: Z, Rconcrete wall 混凝土墙(27)
+ a# C0 t* E! e* { b+ mconcrete-filled steel tubular member 钢管混凝土构件(8)
. J. f. l! C4 f4 s& @conifer 针叶树材(65), D% N6 N( L3 R8 U
coniferous wood 针叶树材(65)
" K4 w( V1 U* \8 G' R; n. Zconnecting plate 连接板(52)# h' b6 N( Y4 l P& i/ Z
connection 连接(21)
5 [1 D& q) e. G+ f0 Y: S# }* `* ?connections of steel structure 钢结构连接(59)
# f# I0 p# Z9 oconnections of timber structure 木结构连接(68)2 B" k7 S4 t, k" x
consistency of mortar 砂浆稠度(48)
; Q1 k8 q/ Z" m/ m# s) X( R9 O1 \constant cross—section column 等截面柱(7)
4 L# l) \ V: `$ l+ C# I1 w! S1 rconstruction and examination concentrated load 施工和检修集中荷载(15)- W( y" ~+ n+ n7 h; w6 e& P
continuous weld 连续焊缝(60)- J, ~; X s* t5 U0 g: e) K5 P
core area of section 截面核芯面积(33)
# z. j& A! f) `6 D$ m' \core tube supported structure 核心筒悬挂结构(3)$ R2 b* F2 l5 O) a* _; S
corrosion of steel bar 钢筋锈蚀(39)
$ C) q% G7 m0 T3 S0 M& B/ } scoupled wall 连肢墙(12): y t N; ~: P/ P- J! f% g# ~9 O/ j
coupler 连接器(37)
0 t4 k5 i2 U/ F$ t' p) Bcoupling wall—beam 连梁(12)
, p7 W: U& F+ V: pcoupling wall—column... 墙肢(12)9 w( b+ |9 ^4 R) @, ~& S4 T
coursing degree of mortar 砂浆分层度(48)
) ]7 P& ]- X4 k; }6 d# D6 f) ?4 Mcover plate 盖板(52)6 ^. ~0 [2 S3 G
covered electrode 焊条(54)* y# U+ L& z3 s! s3 [; h
crack 裂缝(?0)+ I* S, P P8 |# D
crack resistance 抗裂度(31)1 Q# c& O* C0 P1 i& ~& v
crack width 裂缝宽度(31)& O& l6 y7 W% V' s. D- d7 U
crane girder 吊车梁(?)
) ~! d3 W/ y# l1 O3 ecrane load 吊车荷载(15)
3 {* |1 B# U- d: \8 Z& A! a4 wcreep of concrete 混凝土徐变(30)6 l2 R3 i% m4 `# E0 j
crook 横弯(71)
# M# y; I( f( g L% \. U& _cross beam 井字梁(6)
- W2 z3 O, _3 z( @/ ncup 翘弯
- i% @( K p; M& {3 {4 C: x: ~ l/ Ucurved support 弧形支座(51)
9 `- U3 H, U! v9 g. I1 O% {cylindrical brick arch 砖筒拱(43), ^2 R. p0 d! {& T. m2 G
D 6 B9 m% O3 }! k8 S
decay 腐朽(71)
' ]$ c8 \: u3 p! S! C/ H0 }! D3 N' ^decay prevention of timber structure 木结构防腐(70)2 F* r ?0 A# D8 G( n3 U6 s# |4 X- q
defect in timber 木材缺陷(70)/ X8 I, j3 V2 ~9 T
deformation analysis 变形验算(10)* N1 p# U1 g8 T3 A1 b& K+ O
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)2 `' _- G4 N6 ~! j/ ?
degree of gravity vertical forwall surface 墙面垂直度(49)
9 i( O* X" o9 Y1 r. b3 B/ Adegree of plainness for structural memer 构件平整度(40). I) s6 l& V) N& I
degree of plainness for wall surface 墙面平整度(49)
3 R r0 K0 s& A3 N( ^depth of compression zone 受压区高度(32)
; i3 A# Z3 G8 Gdepth of neutral axis 中和轴高度(32)
V' o' e" g ^- wdepth of notch 齿深(67)
$ {& p7 H3 P2 v' x2 t& W4 ]: @design of building structures 建筑结构设计(8)* c4 W0 L+ R k
design value of earthquake-resistant strength of materials 材料抗震强度设计值(1- r+ `+ f1 o( e! q. H
design value of load—carrying capacity of members· 构件承载能力设计值(1
9 {# p* p# T8 l. H0 gdesignations 0f steel 钢材牌号(53
* a$ t7 N$ i2 \" e N3 `6 j; n8 c. Ndesignvalue of material strength 材料强度设计值(1
) x# k; w# h/ B3 l* X1 g7 S- @destructive test 破损试验(40
1 k& R! O; Q" `! q5 t/ ?/ @4 adetailing reintorcement 构造配筋(355 `4 U; v7 p: G$ i6 A- i
detailing requirements 构造要求(22! u2 y9 y: X* A7 x% v4 h
diamonding 菱形变形(71)0 C' p) }: y0 k/ q8 u- ]$ o/ h+ C
diaphragm 横隔板(52
* T: G0 r. W/ A" |3 T4 Adimensional errors 尺寸偏差(39)- p6 \- P W: ^+ F* d
distribution factor of snow pressure 屋面积雪分布系数
& S4 p* N4 m; D. S, ?2 R* Fdogspike 扒钉(70)2 z) k/ u% f/ e& r4 i
double component concrete column 双肢柱(26)
) w B0 j5 h, c6 q: P0 `dowelled joint 销连接(69)) ]! m+ c! n+ U! w2 T! ]: _* v
down-stayed composite beam 下撑式组合粱(8)" d5 t( j! }% v9 s0 h# ~- [
ductile frame 延性框架(2)( j0 @1 }. I/ Z1 K4 P; b1 r% D- r* A# D
dynamic design 动态设计(8)
) I+ s. t% m* n* {- C/ `& }E
, F0 k; |& v- v; d- D& H9 U5 s1 hearthquake-resistant design 抗震设计(9：$ K1 a: F) ?3 U2 k3 K
earthquake-resistant detailing requirements 抗震构造要求(22)
+ N; {* P3 b5 I" Z3 \8 e5 heffective area of fillet weld 角焊缝有效面积(57)9 u# M. L L: F/ T* n, f" z
effective depth of section 截面有效高度(33)
D3 c4 @; Z5 O4 J! deffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)/ f+ i- C8 B2 @* k' }, f
effective height 计算高度(21); l' D' w7 K- O% |5 Q' O( P
effective length 计算长度(21)
/ R2 O( q' A' c& [8 xeffective length of fillet weld 角焊缝有效计算长度(48) r# C% K5 A6 r0 n' s
effective length of nail 钉有效长度(56)/ w2 V/ D8 l) O( d: j
effective span 计算跨度(21)4 ^6 N9 ~4 }$ Z; L0 o4 ?
effective supporting length at end of beam 梁端有效支承长度(46)
2 a/ N8 a) I) jeffective thickness of fillet weld 角焊缝有效厚度(48)- i/ a" Q0 @+ D5 u
elastic analysis scheme 弹性方案(46)
# b C% c5 W- |* O" d2 p+ zelastic foundation beam 弹性地基梁(11)
8 M! D/ q* Q7 W2 f% H3 Belastic foundation plate 弹性地基板(12)
8 h: l! k3 \6 ]3 Kelastically supported continuous girder· 弹性支座连续梁(u)
5 l! G% R6 s% h2 U, |elasticity modulus of materials 材料弹性模量(18)
' Q( w' |( \' U% P `elongation rate 伸长率(15)
9 r4 f$ N6 e1 X5 Q7 `: x1 W6 M5 n1 Qembeded parts 预埋件(30)
2 b \! E5 }! _2 oenhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)
/ \6 S% U% ]& X% Q2 lentrapped air 含气量(38)* A! o' _+ W0 N$ K) }, a$ a0 p
equilibrium moisture content 平衡含水率(66)
4 w* k# H7 P) Oequivalent slenderness ratio 换算长细比(57)9 o/ l9 F- ~5 M$ h
equivalent uniformly distributed live load· 等效均布活荷载(14)0 z7 ~, a7 J6 A
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
5 i' Y; L) f4 Z6 b# L0 Yettectlve cross—section area of bolt 螺栓有效截面面积(57), F' Q* W* O- T! i. Q6 Z
euler's critical load 欧拉临界力(56): u: f/ O& a4 p- Z) F
euler's critical stress 欧拉临界应力(56)
: x- W5 H- V) l8 X! Kexcessive penetration 塌陷(62)
0 K( a: H% ]! \2 tF
- ~- x1 z) f' a1 ufiber concrete 纤维混凝仁(28)
" f6 P$ D. `2 q r; S) wfiller plate 填板门2)
0 X( c2 V" c0 k; f4 Q) x. {fillet weld 角焊缝(61)
! s$ N+ E/ \# U$ R4 ~ O3 A9 m9 yfinal setting time 终凝时间()
& Q0 ^0 L9 q8 W% Afinger joint 指接(69)0 @3 x* O, w" U: K6 A
fired common brick 烧结普通砖(43)
3 d5 e3 y, {3 mfish eye 白点(62)
f' `: N% T# y# ~, h! V7 H# Lfish—belly beam 角腹式梁(7)& e* J* ]( b" o: ~
fissure 裂缝(?0)- ]: H* ?1 n0 p' N9 H( a Z
flexible connection 柔性连接(22)+ n5 K Q+ C) I. V. i1 r) G
flexural rigidity of section 截面弯曲刚度(19)8 J0 E( [: _$ V/ i+ d" V
flexural stiffness of member 构件抗弯刚度(20)
; ]: I! E5 k2 D5 H6 E% Pfloor plate 楼板(6)
0 d, z9 p; H+ Q/ Y0 Mfloor system 楼盖(6)
" _6 v1 Z6 D8 v2 e) P7 ^7 Lfour sides(edges)supported plate 四边支承板(12)
" T; A c2 T* v; P) @) k! t! mframe structure 框架结构(2)9 _. [4 F. V# j0 X. ]+ r
frame tube structure 单框筒结构(3). P1 q- ?9 \ D" I2 m% E5 q, ~
frame tube structure 框架—简体结构(2)
2 x, K) d6 `* Z9 O3 V$ W, `2 Sframe with sidesway 有侧移框架(12)5 Y7 F, G& f- ]* h6 ?( p# V8 _4 A
frame without sidesway 无侧移框架(12)
/ f& Q; o# k+ i ~1 kfrange plate 翼缘板(52)1 P% v. T- B; Z& A& B3 M6 M( U
friction coefficient of masonry 砌体摩擦系数(44)' o a* ?6 |& W, |' C$ H2 v& s
full degree of mortar at bed joint 砂浆饱满度(48)
8 U, N5 t8 c. n! o7 [, ~2 h: W/ \4 vfunction of acceptance 验收函数(23)
$ D1 R$ u! A/ ^% yG * `6 }2 f, w' ], n: D7 l
gang nail plate joint 钉板连接()$ ~0 X, y# |, T A8 k3 Z
glue used for structural timberg 木结构用胶
. e: l, f( g- j4 B8 ~8 a5 xglued joint 胶合接头
9 R* e5 P" @. F" y9 cglued laminated timber 层板胶合木(¨)" X0 T9 A* T* l4 S* \ t' s
glued laminated timber structure 层板胶合结构‘61)" m% ^8 U3 k1 l4 k5 _9 s' k& P
grider 主梁((㈠
8 @) K- N1 ?0 u+ p# N& ]grip 夹具
( Z- }" T% K+ u" B' c, k! {; Cgrith weld 环形焊缝(6÷))
, ^7 y/ {% z+ K+ \( p' Vgroove 坡口
1 V: m( C" W) M4 Y+ J; I# Fgusset plate 节点板(52)
" }' A% _5 E- E% w( uH 1 I# e0 {- I( g5 N. t* k% `) Y
hanger 吊环+ ?% R; L, D2 m6 W( a0 N$ T
hanging steel bar 吊筋
! {& }0 S' a: o: r7 C: B1 nheartwood 心材9 K) _8 ^! K" y6 J! ?7 W6 d
heat tempering bar 热处理钢筋(28)
' R; ~3 V# a v8 B% x3 z( o% G3 pheight variation factor of wind pressure 风压高度变化系数(16)- \8 K* j4 i5 ?3 L) Q% z
heliral weld 螺旋形僻缝
4 T+ t* D5 t* E/ {0 T) C5 b- jhigh—strength bolt 高强度螺栓
: Z5 B5 x7 [* ^high—strength bolt with large hexagon bea 大六角头高强度螺栓
9 F& @' j7 T$ u4 f3 t0 Yhigh—strength bolted bearing type join 承压型高强度螺栓连接，
* ~+ F6 g6 w# r+ B9 Chigh—strength bolted connection 高强度螺栓连接0 U8 ~$ i' D3 }' ` H7 J1 K9 i" b z
high—strength bolted friction—type joint 摩擦型高强度螺栓连接6 O0 t; P; {1 {' n. v7 c6 K
high—strength holted steel slsteel structure 高强螺栓连接钢结构
( e% S# \& ~3 e) o# X1 W/ t* U9 Bhinge support 铰轴支座(51); C) `# j0 m; L+ | N' {5 m+ d8 V
hinged connection 铰接(21)* J/ N+ w" }4 `8 r$ p% Z, y* E
hlngeless arch 无铰拱(12)0 ` R$ ?8 L) P- t
hollow brick 空心砖(43)# w( R! {. z" r3 k" f) z8 U
hollow ratio of masonry unit 块体空心率(46)* x! O- U/ V4 Z8 J6 v
honeycomb 蜂窝(39)
, C. S \: }/ ?% Whook 弯钩(37)
+ w# e- f' o4 y }hoop 箍筋(36)
: F. a; f1 f. |8 z6 ]' zhot—rolled deformed bar 热轧带肋钢筋(28)
, C0 J' J0 H& _! Rhot—rolled plain bar 热轧光圆钢筋(28)
. }3 b. V5 S! h3 V) R3 f! B' _hot-rolled section steel 热轧型钢(53)
9 o! c% d( m( Thunched beam 加腋梁(?)
. T3 ], E1 T" e- A+ D6 dI
q* K) G+ f5 ]. ?( x$ j9 @impact toughness 冲击韧性(18). j! ^: Y/ ~+ m$ p
impermeability 抗渗性(38)
8 T4 a* f' X E. Iinclined section 斜截面(33)
: N% s$ d$ t) D9 _3 d; o* dinclined stirrup 斜向箍筋(36)
! Q6 D5 b6 ^/ W2 f# Z( y3 x. x1 d2 @2 zincomplete penetration 未焊透(61)
# e7 N1 ]; z# M, |8 O" f: ]incomplete tusion 未溶合(61)
2 w0 M% t7 ] a% H* Yincompletely filled groove 未焊满(61)) g4 ?/ F3 g( @7 a* `
indented wire 刻痕钢丝(29)1 U/ l. P8 f: ?- x
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)
( j/ H+ H+ j1 X, ^influence coefficient for spacial action 空间性能影响系数(46)6 N N$ |6 }0 s
initial control 初步控制(22)9 _! D) X( S( [. a. P# c- J8 J5 B. x( U
insect prevention of timber structure 木结构防虫(?o) o! t2 e, x( N& t9 c4 \
inspection for properties of glue used in structural member 结构用胶性能检验(71)" }3 J7 C& d& T# G& k g% B
inspection for properties of masnory units 块体性能检验(48)$ a. e3 A' ^# m H4 s
inspection for properties of mortar 砂浆性能检验(48)
' [8 b0 a- Y7 k' s8 qinspection for properties of steelbar 钢筋性能检验(39)
, B/ s2 |( K9 `- y$ Uintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
3 l( k1 Q) j$ k6 e8 Kintermediate stiffener 中间加劲肋(53)
( C& l! }3 ]1 f$ q( sintermittent weld 断续焊缝(60)
0 X$ H/ r( a+ \4 w* k% d5 Y( [J
p' [- L- \, x j' w+ U6 zjoint of reinforcement 钢筋接头(35)
+ c3 p. R# T& VK
! M1 i5 S1 X2 x* A- H4 v* Xkey joint 键连接(69)( N7 J) n6 G2 X8 k
kinetic design 动态设计(8), p. u' n7 X& X, T2 r* I
knot 节子(木节)(70)/ v3 m0 s) i D5 j) e
L
6 r* f3 I& ] l( s$ ~5 o8 Nlaced of battened compression member 格构式钢柱(51)& n+ {1 s' \* H5 v/ }
lacing and batten elements 缀材(缀件)(51)
d3 P6 u9 M7 ?: llacing bar 缀条(51)
9 q3 H! P* \6 _5 k U& z' ]lamellar tearing 层状撕裂(62)+ x4 h* d( N; p
lap connectlon 叠接(搭接)(59)
: ~2 A7 {" J- Wlapped length of steel bar 钢筋搭接长度(36)
. C" ?; v# \+ ^: L# ~ ^large pannel concrete structure 混凝土大板结构(25)
2 {/ s& J( q: d: `5 l( W3 nlarge-form cocrete structure 大模板结构(26)
% u# R& }0 Z! I6 m/ ?lateral bending 侧向弯曲(40)
( M' L- c. M, Q$ ~4 T( M; u7 Q; \lateral displacement stiffness of storey 楼层侧移刚度(20)+ [; a" h& H' B5 n' i: h" P
lateral displacement stiffness of structure· 结构侧移刚度(20)2 V' Y1 c% _ y7 {& D4 L6 v
lateral force resistant wallstructure 抗侧力墙体结构(12)' L$ k( q7 i. y; \ B; Y6 z
leg size of fillet weld 角焊缝焊脚尺寸(57)* o; R+ d) c; h4 F! b7 D0 S
length of shear plane 剪面长度(67)
! i6 S2 ^9 m" Mlift—slab structure 升板结构(25) g |8 V7 |& o
light weight aggregate concrete 轻骨料混凝土(28)
! b9 H# c8 M# H$ X# B1 rlimit of acceptance 验收界限(23)# W1 \% [: ?! [) o: S9 {. x
limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47): ?5 h8 q) D: z' Q7 C* {
limiting value for sectional dimension 截面尺寸限值(47)
* k* T+ W9 ~* I) M0 q! Klimiting value for supporting length 支承长度限值(47)
. A e8 D' _) G! z3 ^1 X1 Ylimiting value for total height of masonry structure· 砌体结构总高度限值(47); J' n7 s5 E! U2 V) W R
linear expansion coeffcient 线膨胀系数(18)+ z" v) q2 O) r- T$ z: z# m
lintel 过梁(7)
# H$ u% R5 [* f0 f" y8 K$ {load bearing wall 承重墙(7)* ~+ F7 F# M6 K
load-carrying capacity per bolt 单个普通螺栓承载能力(56)
) m6 K# s1 v- F) w( ], zload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)7 f+ ~5 t2 K1 [: D
load—carrying capacity per rivet 单个铆钉承载能力(55)
8 `# e: s7 [* M2 [! ]' _log 原木(65)
% {$ s5 C, w% f* b5 Ylog timberstructure 原木结构(64)
9 N) M* P4 [, g$ H1 olong term rigidity of member 构件长期刚度(32)7 S8 ]# E& ^; e# I7 K8 n% ~8 }
longitude horizontal bracing 纵向水平支撑(5)) r/ @1 T' U, a& _6 _$ {1 P
longitudinal steel bar 纵向钢筋(35)
: v3 h% d @4 `- Wlongitudinal stiffener 纵向加劲肋(53)
: e. v7 z2 A1 Wlongitudinal weld 纵向焊缝(60)7 P1 w: t' h2 c9 i. v- U) ]1 ~& ^
losses of prestress ‘预应力损失(33)
; n2 |4 u. F/ Flump material 块体(42)7 l. D3 _9 T7 g3 B, l" c( Q
M 7 [6 H! r1 g/ b9 }
main axis 强轴(56)
3 D. ]+ r, C/ e. t- _2 Xmain beam· 主梁(6)8 P5 r1 o9 q! M9 I9 B
major axis 强轴(56)& s9 H, h" o8 Z$ A& m
manual welding 手工焊接(59)" G) z: t' `5 { l8 R3 o
manufacture control 生产控制(22)
' A$ N" m" T) R( Gmap cracking 龟裂(39)
4 y0 t- `. P: [4 _" L/ nmasonry 砌体(17)) e5 T# m& D9 U9 ^9 `+ h
masonry lintel 砖过梁(43)4 v. E, B4 I1 q$ w
masonry member 无筋砌体构件(41). L4 S* s& m0 @* R
masonry units 块体(43)
" E0 Y8 i8 _3 G! g; J% O P$ kmasonry—concrete structure 砖混结构(¨)
# j2 F( }( \9 B1 n8 w0 x2 y0 ]masonry—timber structure 砖木结构(11)
8 `, w. _# s9 A* H9 omechanical properties of materials· 材料力学性能(17)
0 ^' ? \% ]7 H8 V2 S( R! h5 Kmelt—thru 烧穿(62)
x0 X' [3 l9 _, Umethod of sampling 抽样方法(23)
3 l, N0 u8 @ v, M$ e9 @) k5 `minimum strength class of masonry 砌体材料最低强度等级(47)
) E" H2 k b; ~) K: j: s6 t# ^minor axls· 弱轴(56)
1 h2 v6 a- u* ?; V+ Q4 w& tmix ratio of mortar 砂浆配合比(48)1 M3 l" ~8 V$ d: i V
mixing water 拌合水(27)
- r1 d+ r0 \$ ]! |; ?, Rmodified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)4 e6 ~* P" k# K0 f% u" c
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)& d4 J' M( O$ i9 k
modulus of elasticity of concrete 混凝土弹性模量(30)# X# c: y9 [8 Z' g! X7 g j+ g
modulus of elasticity parellel to grain 顺纹弹性模量(66)
5 C0 |+ G6 P4 z" ^" |% m1 {% R" Omoisture content 含水率(66)
% X. I; ]2 w8 k- C( s# T, Nmoment modified factor 弯矩调幅系数! r* l- E. I0 ^
monitor frame 天窗架: s5 P( P: F) C( D% I
mortar 砂浆; h( G+ Q3 i5 ~% @* H
multi—defence system of earthquake—resistant building· 多道设防抗震建筑
& i; S, _; n6 P8 F2 Tmulti—tube supported suspended structure 多筒悬挂结构
: ?% E& A6 F/ l J7 \" V1 Y" V; VN
+ J4 V% i& b- Z1 e# Znailed joint 钉连接，
; X7 W# X5 L* ?; J, znet height 净高l
+ J6 z! K7 i& \( H4 Nnet span 净跨度
8 q& R. {$ F7 U4 a: T/ Vnet water／cementratio 净水灰比
* ~0 l2 I5 C* N& ^. k" ~2 Q# lnon-destructive inspection of weld 焊缝无损检验2 i7 |% h+ C- S& ~
non-destructive test 非破损检验
& R. O5 ]& K3 y& R4 @* ~# Znon-load—bearingwall 非承重墙, ]5 t! V b% V3 D! q! `* L# J( a6 G
non—uniform cross—section beam 变截面粱/ y1 A5 B# d- v8 E7 D
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数- {$ `5 B4 A& Y. P+ ~0 S
normal concrete 普通混凝土
; U5 O& l* K2 Inormal section 正截面
( w% ?7 }9 \9 anotch and tooth joint 齿连接4 ~5 L, @% \3 W8 c: d
number of sampling 抽样数量
: m4 ~ n+ B/ G+ A7 F; |1 G7 eO 3 \* ?8 H6 ` u7 v% {& Q
obligue section 斜截面
+ r* ?. l8 k" \. ^% O6 r3 `oblique—angle fillet weld 斜角角焊缝
1 x' C1 m' X" Zone—way reinforced(or prestressed)concrete slab‘‘ 单向板
( ^* h+ O! ]; X8 o3 b- I8 uopen web roof truss 空腹屋架，
$ _' ~* X+ k8 G+ ?* c! I$ Wordinary concrete 普通混凝土(28)1 @3 H3 w3 m7 K: ] U
ordinary steel bar 普通钢筋(29)
0 I& {* z1 R0 Q2 W/ Jorthogonal fillet weld 直角角焊缝(61)- c+ {' A9 z7 l- `9 ~% i1 q' ^+ k
outstanding width of flange 翼缘板外伸宽度(57)8 z% r0 c; l% I% a0 {
outstanding width of stiffener 加劲肋外伸宽度(57)* Z/ f% N0 J+ `6 E! ]% @; n( O
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)
( x2 F2 X' M) c( U5 Noverlap 焊瘤(62)
; }+ f _# Y. n" E8 boverturning or slip resistance analysis 抗倾覆、滑移验算(10)
+ [# c5 R2 ^9 _! M+ SP ) q3 T1 x% {, A& B
padding plate 垫板(52)" `* p0 s5 T( ], u4 @
partial penetrated butt weld 不焊透对接焊缝(61)
z% L# V0 Z& h, B8 m% Kpartition 非承重墙(7)! \- O1 v2 c7 ]8 f
penetrated butt weld 透焊对接焊缝(60)
# n( [+ @1 |( e) p- Zpercentage of reinforcement 配筋率(34)
; M# k& Q' o9 r& X9 T9 w. iperforated brick 多孔砖(43)7 t' o' O( ]+ f- d4 h# b' a
pilastered wall 带壁柱墙(42)2 [4 E& U$ ?2 Z- Z/ Q
pit· 凹坑(62), a9 Z6 a5 ^$ w* r
pith 髓心(?o)
" y. w5 Z3 d% @: b' h' r2 w) _plain concrete structure 素混凝土结构(24)% V7 U# Y3 `! e$ s9 K
plane hypothesis 平截面假定(32)
% D- C8 U& i& Z! p3 s |plane structure 平面结构(11)! z: O; i0 T1 o" E0 m; y" C% Y
plane trussed lattice grids 平面桁架系网架(5)
' Y; `6 _+ Z( F$ gplank 板材(65)2 P2 Y5 O1 p, \' M: b
plastic adaption coefficient of cross—section 截面塑性发展系数(58). l; j: e& i$ {; Q5 `+ l7 B( Q
plastic design of steel structure 钢结构塑性设计(56)( P' g# \) x2 D! r9 _4 A/ L
plastic hinge· 塑性铰(13)6 _+ @) L; x; m0 J& w" `
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
9 ?/ S$ G' E8 kplate—like space frame 干板型网架(5)
( \3 _; T( ~% }1 [) q! R9 T. ?: F9 pplate—like space truss 平板型网架(5)" s) `9 Z m2 W9 c' O. O
plug weld 塞焊缝(60)7 s0 b4 {2 F7 d. j9 c
plywood 胶合板(65)
0 c; `3 G% ?# V7 \plywood structure 胶合板结构(64)
, g: u- P, n- F, K8 j4 G, Dpockmark 麻面(39)
. w- }) E3 u! d+ M& @8 Vpolygonal top-chord roof truss 多边形屋架(4)9 e# w+ x x& ^; d& n
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)! Z9 e; }$ Y" [ Y B1 C
precast reinforced concrete member 预制混凝土构件(26)
6 f5 O& Q4 _* Y8 j' Z9 b* qprefabricated concrete structure 装配式混凝土结构(25). }6 _6 d n E; h( h
presetting time 初凝时间(38)" c" F4 F0 n0 g# s) R* u& N$ t
prestressed concrete structure 预应力混凝土结构(24)3 G/ V" M' [% j) B6 ]! n" A* F
prestressed steel structure 预应力钢结构(50)
3 `& [% k% j1 @& tprestressed tendon 预应力筋<29)
0 ^( R8 l) q' n( P/ ~+ Hpre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)
2 Q5 P9 l( Z& Y3 jprimary control 初步控制(22)
8 C1 r" o: Q) ?( Lproduction control 生产控制(22)5 q9 W8 g- }3 ?4 x( b) K
properties of fresh concrete 可塑混凝土性能(37)
/ t' t; r8 e. Q9 Q$ yproperties of hardened concrete 硬化混凝土性能(38)( m, C9 R0 }" W! P
property of building structural materials 建筑结构材料性能(17)7 u: a3 g U5 b' @: j0 X
purlin“—””— 檩条(4)9 x, C& \- z4 C2 @
Q
1 E/ ^! Q+ a3 z8 u5 hqlue timber structurer 胶合木结构(㈠)
! I {6 u5 }( s! c, c" g$ Equality grade of structural timber 木材质量等级(?0) U* P* s2 {# q0 h7 z
quality grade of weld 焊缝质量级别(61)& T' M; Y1 }% J* k4 H: k
quality inspection of bolted connection 螺栓连接质量检验(63)0 t* K# {+ }# N* j& U
quality inspection of masonry 砌体质量检验(48)
! O& A" ?! M: A' @quality inspection of riveted connection 铆钉连接质量检验(63)
- a7 C$ ]6 U' {6 T* e6 A% K; Equasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)' A, D; u1 ? c( T; D
R 0 i ?9 O; e1 C
radial check 辐裂(70)" ?, E8 P; `+ g8 ~ e
ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)# f1 d+ w6 m# T; T0 V0 H
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
+ Z9 P& H4 F/ x0 I3 y- U+ n: y( iratio of reinforcement 配筋率(34)
+ D% o8 M' l: u) ^( U! L* J ?* Aratio of shear span to effective depth of section 剪跨比(35)
& w+ X1 h' W2 M3 o0 z/ e5 @1 A P8 l! Jredistribution of internal force 内力重分布(13)
. m" I, j8 h! _ D+ U6 X, }8 p( Ureducing coefficient of compressive strength in sloping grain for bolted connection 螺栓连接斜纹承压强度降低系数(68)
0 V$ {/ m* f2 a6 ]" W! Q( wreducing coefficient of liveload 活荷载折减系数(14)
3 C6 `/ U- k. B6 I7 z/ q' Jreducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
8 v: F$ k1 R5 l" B/ d: Y' }regular earthquake—resistant building 规则抗震建筑(9)+ u. d8 M! H8 x6 r1 C( a+ j
reinforced concrete deep beam 混凝土深梁(26)
9 s/ f) [1 F n q5 mreinforced concrete slender beam 混凝土浅梁(26)* G) S3 H: T- L6 U6 O* J
reinforced concrete structure 钢筋混凝土结构(24)8 ~6 g. V) }. w v) g: F
reinforced masonry structure 配筋砌体结构(41)9 i1 A+ c: M. W. w$ F; `- l& b! k; o
reinforcement ratio 配筋率(34)5 x) s+ W2 J$ v& i
reinforcement ratio per unit volume 体积配筋率(35)1 d' D/ o! a+ l9 M
relaxation of prestressed tendon 预应筋松弛(31)
, U! L# M) v. i4 r2 _4 P2 c( b+ ?+ n) Erepresentative value of gravity load 重力荷载代表值(17)
, r; H5 _. I# G! d! aresistance to abrasion 耐磨性(38)
" {! m" m1 J; [resistance to freezing and thawing 抗冻融性(39)4 C$ b5 T: t {: l3 S
resistance to water penetration· 抗渗性(38)$ |9 M$ H9 u) s" E! s* \7 R0 C# k! ^
reveal of reinforcement 露筋(39)
7 P8 }, F* i; A1 ?. w! \# @/ |$ `right—angle filletweld 直角角焊缝(61)4 E$ p8 A' M1 B/ [. K9 z
rigid analysis scheme 刚性方案(45)
- ~) m% A5 Y1 t3 origid connection 刚接(21)1 M' }0 V( Z f: ^) g! }
rigid transverse wall 刚性横墙(42)4 A! L- v' `) q& @
rigid zone 刚域(13)
2 i& V |+ e! B1 s! L; Wrigid-elastic analysis scheme 刚弹性方案(45)
9 x5 e+ C& ^: U/ trigidity of section 截面刚度(19)
- ]* A$ B" Z) J% Lrigidly supported continous girder 刚性支座连续梁(11)6 c& x3 g% y2 D/ T3 B) g
ring beam 圈梁(42)7 g h1 x% j: L0 S* K6 J8 v
rivet 铆钉(55)
, A2 G; H# W" @; uriveted connecction 铆钉连接(60). d2 S( @0 Q2 d; p5 I4 M
riveted steel beam 铆接钢梁(52)) x# C; c& n: Q1 g7 T
riveted steel girder 铆接钢梁(52)1 S: ^9 G- Y$ x u
riveted steel structure 铆接钢结构(50)
1 M; X r5 b5 C6 urolle rsupport 滚轴支座(51)9 n0 W# p8 h3 r
rolled steel beam 轧制型钢梁(51)
2 b C/ ]. x$ q' Q5 ?9 A+ X$ groof board 屋面板(3)
& a& t) X( ~$ Croof bracing system 屋架支撑系统(4)
1 @7 H9 p6 m& p4 {) B6 Kroof girder 屋面梁(4)
+ K+ a( q& O4 Z* J) Zroof plate 屋面板(3). \; p, m5 ^8 W( c
roof slab 屋面板(3)
1 k/ F% u; O2 _ \9 U( a. Kroof system 屋盖(3)
/ p* a; L) L8 J$ t7 G& I% T! Oroof truss 屋架(4)
& f1 U0 D% K) `4 e. G8 I( H( irot 腐朽(71)$ c# W- G" }5 z5 z& d. d, t4 x
round wire 光圆钢丝(29), h/ Y \/ a2 q9 d& b
S
# _4 @5 D. I1 \& a+ N3 r6 x% fsafety classes of building structures 建筑结构安全等级(9)
2 p H+ U! s _' q; Y! {5 z6 L3 Isafetybolt 保险螺栓(69)4 k* m; g' I2 [$ j) S0 u
sapwood 边材(65)( q/ `7 C! z2 T3 P2 P9 ~
sawn lumber+A610 方木(65)
4 ~" V* S: ~' n3 U# w9 Jsawn timber structure 方木结构(64)* P- U5 d5 q4 o; c
saw-tooth joint failure 齿缝破坏(45)! X) c& v+ b( F0 `) ^2 _
scarf joint 斜搭接(70)
% f8 M; Y. F; O' Y. E6 Mseamless steel pipe 无缝钢管(54). |) t* V+ N9 L
seamless steel tube 无缝钢管(54)
3 \+ O, S) j$ O9 a Rsecond moment of area of tranformed section 换算截面惯性矩(34)
; e) ^) L: l, U$ z1 H5 j: R4 S0 vsecond order effect due to displacement 挠曲二阶效应(13)
2 o9 H; ]2 {, o' \, g8 ^/ fsecondary axis 弱轴(56)
+ M: t/ g: i1 I" n. jsecondary beam 次粱(6)
5 N& u: u/ o# t3 g* C; v; i9 Dsection modulus of transformed section 换算截面模量(34)% U" F3 J5 I* A9 {. l s K& r
section steel 型钢(53)3 p$ p3 S: Q! L8 C
semi-automatic welding 半自动焊接(59)# Y& B: j( W% n9 J& h, }5 S7 o
separated steel column 分离式钢柱(51); B4 F) ~" Y- p
setting time 凝结时间(38)
: R$ f# p6 B( ^shake 环裂(70)
- Q; a1 }. ^8 n$ nshaped steel 型钢(53)* o1 k/ K" @! `4 o0 |
shapefactorofwindload 风荷载体型系数(16)
$ {! L; s0 O" G8 ^1 a8 Jshear plane 剪面(67)+ x7 I" ~* `" D( k, _" _
shearing rigidity of section 截面剪变刚度(19)
P7 A4 m6 }* ~/ u1 i2 kshearing stiffness of member 构件抗剪刚度(20)
2 N1 { g+ Y$ H* B/ W1 l! I7 n! yshort stiffener 短加劲肋(53). }+ w) H% z( R
short term rigidity of member 构件短期刚度(31)
5 B8 N) L+ P( p2 j; ~6 _& D0 gshrinkage 干缩(71)
. b0 E$ F% G1 G) ]3 ?shrinkage of concrete 混凝干收缩(30)
5 D$ c/ k) {& S" [6 a u4 j7 }( }silos 贮仓(3), e5 Y* `3 X! x' j' M$ M2 z2 T
skylight truss 天窗架(4). d4 r. U" [& R9 e
slab 楼板(6)! w8 i: x/ L; e. }/ E1 X
slab—column structure 板柱结构(2). w) o* a6 x6 E" E/ d: l! b1 |( |% q
slag inclusion 夹渣(61)5 j$ x& n$ Z/ I; m* c+ K Y
sloping grain ‘斜纹(70) q- n# l: r' T$ B7 w
slump 坍落度(37)
8 s9 c! r: }7 a8 b0 v2 a( @3 jsnow reference pressure 基本雪压(16)8 R: l0 V1 C# R' R2 \
solid—web steel column 实腹式钢柱(; ~. T8 H4 H" S3 H5 [
space structure 空间结构(11)
7 w2 V2 {4 M* ^2 aspace suspended cable 悬索(5)
6 n" { A1 c( o! x' u7 y( C1 Bspacing of bars 钢筋间距(33)
$ @, j ?4 J0 Cspacing of rigid transverse wall 刚性横墙间距(46) P, A: z1 v- E" Y# h: t' ]
spacing of stirrup legs 箍筋肢距(33)
( Z" ~6 [4 X. z3 z% Q) S) vspacing of stirrups 箍筋间距(33)
7 x; D7 E7 B B# Rspecified concrete 特种混凝上(28)/ u2 j9 w. P5 R: A( T) k; F
spiral stirrup 螺旋箍筋(36)8 H" M8 v4 l2 z5 | X/ o9 U
spiral weld 螺旋形焊缝(60)( A/ r9 y0 v* s# D' W' E, D/ v
split ringjoint 裂环连接(69)6 ^6 g U% s4 J, r) F3 s9 N
square pyramid space grids 四角锥体网架(5)
1 Y5 A7 B8 F8 k& Jstability calculation 稳定计算(10)( g" e# m+ J0 C& k: h0 w m
stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
5 h; [1 N0 r1 K3 s4 p& hstair 楼梯(8)
) T4 w4 {( F. M1 mstatic analysis scheme of building 房屋静力汁算方案(45)+ f2 G6 A6 Q* F5 ~# p" Y
static design 房屋静力汁算方案(45)
6 s2 |1 X4 E7 z, A" h8 rstatically determinate structure 静定结构(11)+ a' E) D/ C# T: g, ^
statically indeterminate structure 超静定结构(11)
/ n2 ?/ f& c& [9 y9 Gsted 钢材(17)
j. [8 J( u! }& A/ z5 [steel bar 钢筋(28)
& x; V. S# k8 a( Psteel column component 钢柱分肢(51)3 a- Q! x, h0 i6 }1 c4 a4 K3 W
steel columnbase 钢柱脚(51)
' Q0 W1 l# H0 D& bsteel fiber reinforced concrete structure· 钢纤维混凝土结构(26)9 G4 t( s% V, V+ j$ D
steel hanger 吊筋(37)
5 k0 b" s9 w$ U4 R- g! Ksteel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
( |: u; h/ S' D) v, b1 e8 c$ p5 nsteel pipe 钢管(54)1 j2 p5 d& ^# ~; B! n- U
steel plate 钢板(53)% m' z5 |" r: I! ?
steel plateelement 钢板件(52)
+ ?+ L; Q& ~- Z# I; Q9 i3 Hsteel strip 钢带(53)/ r6 r& q. T) k
steel support 钢支座(51)
4 F7 R" H. }1 d0 ]steel tie 拉结钢筋(36)4 ?1 _; \& O* L; g3 i+ |8 c4 A# z; b
steel tie bar for masonry 砌体拉结钢筋(47)4 w ^8 v8 K; L# v5 S, u7 g# ~
steel tube 钢管(54)
; z$ `7 ]1 x, q1 y3 Tsteel tubular structure 钢管结构(50): d8 i) i, S0 g+ Y
steel wire 钢丝(28)3 j* `" j d2 C3 J# g" ]" n
stepped column 阶形柱(7)) s* G/ G9 P6 Z8 s9 }
stiffener 加劲肋(52)
" i; V% [/ }0 F) [# P8 estiffness of structural member 构件刚度(19)1 ?7 j: j! ~) O- N
stiffness of transverse wall 横墙刚度(45)
4 G( _- B S1 R, Y c5 a, D+ J. L1 ostirrup 箍筋(36)# l, Z- g. \: |' F/ U! k( c
stone 石材(44)
& K5 G/ \7 `5 Y# p; zstone masonry 石砌体(44)
8 s3 s0 _( X) F: [6 X# @# H! ostone masonry structure 石砌体结构(41)
; s& |% m5 {0 M$ C/ l, y0 x# Q7 Wstorev height 层高(21)
) Q! S% p! |7 o, \" Y4 `' f1 Sstraight—line joint failure 通缝破坏(45)# d; g, [2 R$ f! A0 i' h
straightness of structural member 构件乎直度(71)8 f) ?1 i2 D1 u9 M
strand 钢绞线(2，)
+ _1 Z: n) P. Tstrength classes of masonry units 块体强度等级(44)" ?' |* x8 H: m3 F6 k) T
strength classes of mortar 砂浆强度等级(44)+ z9 g, w1 J- F w
strength classes of structural steel 钢材强度等级(55)
. y* q \ g- @) c$ s [strength classes of structural timber 木材强度等级(66)/ d" Q* G0 @) c, L/ M x, G
strength classes(grades) of concrete 混凝土强度等级(29)" f$ {$ q+ @% f
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)
& ^% c3 T0 V' zstrength classes(grades) of steel bar 普通钢筋强度等级(30)' |# p" h+ ^9 [: w# K9 A, J: {# _
strength of structural timber parallel to grain 木材顺纹强度(66)
( T9 {* M3 h1 hstrongaxis 强轴(56)# ?' y$ Y! m/ J
structural system composed of bar ”杆系结构(11)
% b* r- N* C% A3 nstructural system composed of plate 板系结构(12)4 d! ]# I6 a$ i: ]) }) z/ O
structural wall 结构墙(7)4 Z/ |- |4 N* w2 ~
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
5 o+ p, g9 X& p# w2 Q7 L' asuspended crossed cable net 双向正交索网结构(6)
* a1 I D7 G% Nsuspended structure 悬挂结构(3)
! H8 r: V" D5 N) `; a$ |, |swirl grain 涡纹(?1)
& P7 N/ d, h6 K9 ZT ; ^% Z' A& n; y/ E$ T
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)( l9 h( c& C; ?; Y4 G$ m
tensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)
8 w2 d" W& g* A1 X9 \0 {tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)
: W# ?2 K9 H! r( Ftest for properties of concrete structural members 构件性能检验(40)：( j" J6 a' B P s
thickness of concrete cover 混凝土保护层厚度(33)) K! G$ P( {, g, Q
thickness of mortarat bed joint 水平灰缝厚度(49)
5 U1 P, s6 u [thin shell 薄壳(6)
0 P; v3 X" H( T/ D9 b2 Y" \& r, ythree hinged arch 三铰拱(n)
( X& G( I% t0 S" u( X6 O5 utie bar 拉结钢筋(36)- S% Y9 e, ~) O, J2 K* [
tie beam， ‘ 系梁(22) Q) \0 O% _' q1 P6 z
tie tod 系杆(5)
3 _4 F; Z% ^4 G) J4 X, S' t" T0 A& O0 Xtied framework 绑扎骨架(35)
4 S/ p2 |# U6 s+ G- Q. B5 K( Qtimber 木材(17)
4 B3 [1 B* ^3 ltimber roof truss 木屋架(64)
$ F+ m, ?% L2 Y* E6 ]! Utor-shear type high-strength bolt 扭剪型高强度螺栓(54): G) D$ a- F! {/ ]% l1 Y' A8 @
torsional rigidity of section 截面扭转刚度(19)- G( @# \ V9 y9 J; i" F# v2 z w$ f
torsional stiffness of member 构件抗扭刚度(20)& i+ _8 Q) B+ B; g& z' m
total breadth of structure 结构总宽度(21), q. o3 t6 A# O9 ?
total height of structure 结构总高度(21)& Q6 |6 @! @0 V8 `9 L2 `
total length of structure 结构总长度(21)$ \" N' X$ D- I" ~4 l
transmission length of prestress 预应力传递长度(36)- A3 m% @8 |" ^/ m2 D
transverse horizontal bracing 横向水平支撑(4)6 {/ R1 s3 o! e# n7 ~* a1 j% U
transverse stiffener· 横向加劲肋(53)! w7 l a; N8 m* i% c2 d7 {2 T
transverse weld 横向焊缝(60)
- u! s7 r6 S, B* I2 O$ b5 x5 L9 Btransversely distributed steelbar 横向分布钢筋(36)
" a3 L* f; R6 P! b# ~4 @trapezoid roof truss 梯形屋架(4)! r8 U. z3 W( k+ q# I8 j# g
triangular pyramid space grids 三角锥体网架(5)
2 R7 D( {% T W5 i- ztriangular roof truss 三角形屋架(4)
, E7 M2 c0 R, U+ H) [trussed arch 椽架(64)
2 g) N6 F4 T5 @4 Ktrussed rafter 桁架拱(5)
7 Q9 F* G) X: I: u) etube in tube structure 筒中筒结构(3)
0 N3 q" }. }+ Ttube structure 简体结构(2) t* c% j5 X2 L* \0 x2 K: G
twist 扭弯(71)7 l( ~' P$ \. z/ x
two hinged arch 双铰拱(11)* y, y4 ?" |! b8 _; |
two sides(edges) supported plate 两边支承板(12)
[6 g V) s2 ytwo—way reinforced (or prestressed) concrete slab 混凝土双向板(27)8 u( B$ k* Z6 T! i3 }5 P' B7 C
U
2 Y2 z) _" p" O* k8 ~- cultimate compressive strain of concrete’” 混凝土极限压应变(31)' U4 b; x5 V1 s% k
unbonded prestressed concrete structure 无粘结预应力混凝土结构(25)
0 N: X2 S! A# q) R6 z" P3 V) \undercut 咬边(62)
$ R* v1 r5 {- `) e, r8 f wuniform cross—section beam 等截面粱(6)
' v! _, x4 b- x+ [. K/ B3 Vunseasoned timber 湿材(65)
7 s9 x! Y8 c; B5 t; {$ g& C5 ]9 iupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)
5 Z( t! f. x. }" _- Q% |upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
$ n2 `9 W' C% v! @, lV
J' M$ Q: u- I% Wvalue of decompression prestress 预应力筋消压预应力值(33)0 u: T7 ?. U+ E7 F/ g m
value of effective prestress 预应筋有效预应力值(33)' k/ Z' G# W+ j5 ?
verification of serviceability limit states· ” 正常使用极限状态验证(10)4 C) o; c. a8 A: v% ]7 l3 z% S( w
verification of ultimate limit states 承载能极限状态验证(10)
" S/ o' U' L7 W r! Fvertical bracing 竖向支撑(5), A% A, l8 K3 H A- d+ l# @
vierendal roof truss 空腹屋架(4)! L/ ^% R$ H8 ^1 R
visual examination of structural member 构件外观检查(39)$ v% Q! [* i, t
visual examination of structural steel member 钢构件外观检查(63)) l( a8 V! {. }
visual examination of weld 焊缝外观检查(62)
' F# E& Z8 O7 v; I/ yW
) I, m1 r6 e7 `% v3 qwall beam 墙梁(42)
# o- G$ Q! q$ l/ zwall frame 壁式框架(门)
, x; C6 M s0 f" d+ Fwall—slab structure 墙板结构(2)* `/ C6 ~7 g) V* K( T- s
warping 翘曲(40)，(71)
6 G: H; [" Z5 ~5 F/ u, bwarping rigidity of section 截面翘曲刚度(19)
2 Y2 R2 _ e% t8 `water retentivity of mortar 砂浆保水性(48)
0 u4 t; e4 L. ~) L( gwater tower 水塔(3)8 T l* ]" E; U6 A% O
water／cement ratio· 水灰比(3g)
( X5 P) L" B' i4 {2 [+ [weak axis· 弱轴(56)' b. C( u# u# x3 Z' e0 K, ]1 o
weak region of earthquake—resistant building 抗震建筑薄弱部位(9)
5 f) I) s' [+ A7 i8 Q4 r5 Cweb plate 腹板(52)
?; Q3 ]9 c9 U" J+ L" K" S) W$ pweld 焊缝(6[))
+ V, n7 V' Z3 K" H- B/ Sweld crack 焊接裂纹(62)
3 A- j! I3 V. Q8 R7 M9 j0 Lweld defects 焊接缺陷(61)
7 u/ p% G. h, q/ l. d, V3 }' ^weld roof 焊根(61)* }; q1 g2 }$ o: T% m# ~
weld toe 焊趾(61)
- Q2 w! K7 [( p s7 C: b9 Sweldability of steel bar 钢筋可焊性(39)
7 L7 \& g. m8 l+ O& O/ h/ K7 iwelded framework 焊接骨架()/ B2 u: Q, n# r
welded steel beam 焊接钢梁(9 X7 m3 B( D4 u1 e5 f$ b8 ~
welded steel girder 焊接钢梁(52)
& t& g- T9 `- P7 m) e! {, B6 m, r# fwelded steel pipe 焊接钢管(54): G3 k6 z0 a+ g9 {6 U& B" M }# R
welded steel strueture 焊接钢结构(50)" E# o6 E* O4 V) O
welding connection· 焊缝连接(59)
7 H4 N+ \' H7 s# s9 a4 }& y+ a6 x+ Ywelding flux 焊剂(54)
2 B" k' s+ s5 e% `8 Gwelding rod 焊条(54)
6 M) o9 [, a/ s# Vwelding wire 焊丝(54)
9 `# L; P+ Q3 i1 t1 _wind fluttering factor 风振系数(16)
3 _9 u5 }% Z% \wind reference pressure 基本风压(16)
1 E: ~9 v J2 i% Z. U9 u' Jwind—resistant column 抗风柱(?)2 z' a6 E a% w+ j Y/ g! e! ?6 K
wood roof decking 屋面木基层(64)9 g) N9 `& P1 n& }, [* L! Y4 T
Y 8 Z+ E- v* W; }! p
yield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)
6 J; W; S$ ]) o" V5 q8 ?# \+ m# _( O6 |- y/ r6 j! }
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" J( d) n4 y8 D6 I3 H9 p# I/ R8 r6 E( S% X
常用的景观英文0 u% c( ~2 X# _* |% e
. T, ~3 n, N+ x! O% n. Q6 ~
1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) - n/ e# {% F" p- w, M7 G$ g# C
2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) ' B- Q9 {- Z2 A1 q6 i) V
3.商业中心入口 ENTRANCE TO SHOPPING CTR. * |, ~( w" Z* L! v# j( M* I" @
4.水景 WATER FEATURE
4 S4 E4 ]2 U0 ]" |, U5.小型露天剧场 MINI AMPHI-THEATRE p. B( X ?# @: V3 c& C+ D! U
6.迎宾景观-1 WELCOMING FEATURE-1
2 R. T8 H, e0 `' I6 e" H- o7.观景木台 TIMBER DECK (VIEWING) , ]% d! l$ I8 [# u; T+ f
8.竹园 BAMBOO GARDEN " y; h" p' ?2 \9 t$ S$ O
9.漫步广场 WALKWAY PLAZA
6 L6 I3 z0 W4 h+ ~10.露天咖啡廊 OUT DOOR CAFE ' \. {" E0 n2 b7 }2 s- A1 Q
11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2
, }2 Y8 ?) ]! n- w4 y6 j12.木桥 TIMBER BRIDGE ' T0 D" K) l' t& C( o
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE
9 x2 _: o+ P0 d: \2 P14.吊桥 HANGING BRIDGE
2 K, @) m1 t$ b. }' m15.休憩台地(低处) LOUNGING TERRACE (LOWER )
1 W9 H. ]6 m5 r+ I9 F3 A16.休憩台地(高处) LOUNGING TERRACE (UPPER )
0 `5 Y/ l B1 R17.特色踏步 FEATURE STEPPING STONE
. y6 E( r! L) C/ g9 a18.野趣小溪 RIVER WILD
$ l2 n. g% h! {19.儿童乐园 CHILDREN'S PLAYGROUND
0 e: J1 W+ J7 J8 ~# i) o- U20.旱冰道 SLIDE
5 t' x+ w5 j+ U7 W% o- G/ s# C* h* `. o21.羽毛球场 BADMINTON COURT
9 M0 J8 c# {. [6 R# ?5 b22.旱景 DRY LANDSCAPE
* I2 n% [6 j% D# s+ ]* d f, Q4 h3 J23.日艺园 JAPANESE GARDEN
$ b% l$ ^& V Y+ H: {* I e+ \24.旱喷泉 DRY FOUNTAIN
* N# @, M8 E1 Q5 N& f4 }% E) p( f25.观景台 VIEWING DECK
% D3 u8 o4 v$ c+ c+ j8 T7 c# i$ K26.游泳池 SWIMMING POOL ) P4 _/ d" S) K" M6 D9 s
27.极可意 JACUZZI , |' x) `& z% [
28.嬉水池 WADING POOL
; j% h2 C: l5 h' s' K/ X' W29.儿童泳池 CHILDREN'S POOL , G2 {( E! T) z% |5 }
30.蜿蜒水墙 WINDING WALL
# S) i$ j: ^5 k V31.石景雕塑 ROCK SCULPTURE
' \& c4 O5 L% j) j& [7 j! Z32.中心广场 CENTRAL PLAZA ! n: e; ^6 {: Y% D/ o6 e+ I
33.健身广场 EXERCISE PLAZA 3 i; i% l" G4 W/ U; k+ K1 B- A
34.桥 BRIDGE + D, e" q9 F/ \! X5 e
35.交流广场 MEDITATING PLAZA
# c) U& l0 l0 ~$ a) w36.趣味树阵 TREE BATTLE FORMATION / S' n& ^( T' H- }9 E( C
37.停车场 PARING AREA" W* [! W8 Z- X l# s( G+ m
38.特色花架 TRELLIS
9 M1 o! { a- z39.雕塑小道 SCULPTURE TRAIL
: T8 h6 u7 g% H$ M) y40.(高尔夫)轻击区 PUTTING GREEN ( ]9 T2 T0 k' n2 g& p
41.高尔夫球会所 GOLF CLUBHOUSE
2 x# H6 j: ]: j" f- d- B42.每栋建筑入口 ENTRANCE PAVING TO UNIT ' a2 V( h& v- i( o5 ~* J' g
43.篮球场 BASKETBALL COURT s) H2 I% g- J: k- g$ L' u
44.网球场 TENNIS COURT: i7 n# F0 y5 O& X8 @) F3 s
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
! k/ V: i* u0 [% Q6 P) ~46.广场 MAIN PLAZA
8 L/ X" v: I8 t% J: Y0 z# W47.森林、瀑布 FOREST GARDEN WATERFALL ; U5 j1 g. c7 D; I
48.石景园 ROCKERY GARDEN
3 D- @" r1 H: O( T- E( q49.旱溪 DRY STREAM
+ K X9 B- i$ @* ?50.凉亭 PAVILION ' J0 K- k e5 G$ a$ Z& [3 D
51.户外淋浴 OUTDOOR SHOWER $ o. C$ H9 _% F
52.拉膜结构 TENSILE STRUCTURE
% _' w/ P h5 b* N4 k) a2 s53.台阶 STAIR
) m* p5 L K8 I8 M8 y54.高尔夫球车停车场 PARKING ( GOLF CAR )4 J9 A6 l! C& B6 a: V
55.健身站 EXERCISE STATION
/ T$ s. `+ K9 H* C! P- d/ y/ I0 }56.晨跑小路 JOGGING FOOTPATH 1 G5 A" l5 a6 _5 Z5 n/ H0 B
57.车道/人行道 DRIVEWAY /SIDEWALK
2 e" c" f# B0 V% c# ~: h58.人行漫步道 PROMENADE
: g9 o+ E Q+ L, K( V3 P59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
& U1 Y! y$ b% G" Z( Y, D! {60.特色入口 ENTRY FEATURE
( ]5 F! t& H3 [' B& i' T61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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