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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 ( X% G ] o; g+ P: X) j* i c" r
: q, g+ E( v# Y7 _分享，攒RP考试用$ f4 j$ y% |% x+ g3 t
不知道大家需要否，一层层贴吧:loveliness:
, U8 K5 c6 n/ E% x————————————————————3 y% v0 B, ~" A( n
常用的建筑词汇
3 `: ?0 k$ J- C8 f0 r+ V# I
* e, F, Q1 c: d! }2 z1 NA
# U$ Z$ k# e. G4 X# Dacceptable quality 合格质量& @% C+ S, ?- C2 [) D$ s1 A$ ^$ ~
acceptance lot 验收批量
4 a$ g3 u+ n' R+ Naciera 钢材
, C. s+ R9 s; {" P8 O6 Fadmixture 外加剂
$ P8 k1 D. n1 c1 x4 Z) Magainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
- @, E6 Q% c7 y1 A: P& K9 c, Taggregate 骨料
K! Y* h# j3 r9 }( U( Jair content 含气量; u. {7 s s# g! k
air-dried timber 气干材5 }/ m* w' R3 r; i( b
allowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比7 ~# v/ Y) e; o0 p# C, R
allowable slenderness ratio of steel member 钢构件容许长细比
l+ r7 H+ j8 T/ ], S( G, Fallowable slenderness ratio of timber compression member 受压木构件容许长细比
3 z) ~/ z& B; I" m# k4 jallowable stress range of fatigue 疲劳容许应力幅3 V, {1 n, F9 x% w$ {/ A
allowable ultimate tensile strain of reinforcement 钢筋拉应变限值
) A0 G4 ]' a; Y/ `4 N; l: g+ U/ Aallowable value of crack width 裂缝宽度容许值
( |5 z6 o$ d3 B, M7 D0 |' tallowable value of deflection of structural member 构件挠度容许值
+ B& T7 Q. I) [( q* yallowable value of deflection of timber bending member 受弯木构件挠度容许值: O% w. j; @% K9 @9 a
allowable value of deformation of steel member 钢构件变形容许值
, n1 P) P4 U1 [- jallowable value of deformation of structural member 构件变形容许值
. @& S, q, A2 ?allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值5 H% T6 R8 F4 S
amplified coefficient of eccentricity 偏心距增大系数0 ?# S1 \9 D2 |9 T
anchorage 锚具
4 v* N: N2 W/ d' v# K5 y+ A: ]5 h/ r! kanchorage length of steel bar 钢筋锚固长度, Q0 _& z6 p, N
approval analysis during construction stage 施工阶段验算
- Q9 `' r! q oarch 拱0 k3 b, ~+ c1 I4 n% C( m/ h
arch with tie rod 拉捍拱- g/ Y+ ]0 i0 c, N9 o7 m( [
arch—shaped roof truss 拱形屋架: A' F/ R( e3 m+ d% C% U
area of shear plane 剪面面积9 h/ j1 X" ^1 g8 d! U& `
area of transformed section 换算截面面积, a( P/ A B0 m3 m* {0 Y5 G; m
aseismic design 建筑抗震设计
4 d3 G* n9 N* c4 [. `5 ~" @assembled monolithic concrete structure 装配整体式混凝土结构' p. o& C5 _5 n1 l! Y
automatic welding 自动焊接
* a" S+ `& u" y, Oauxiliary steel bar 架立钢筋
7 V1 ?% v# }! _& d8 K8 DB 6 u+ J; ?) z- N
backfilling plate 垫板
; i, }% B6 L7 ]% D9 lbalanced depth of compression zone 界限受压区高度
- [" ?5 D7 G% O5 I, |balanced eccentricity 界限偏心距
: z* w0 w5 j! @; S Obar splice 钢筋接头- r* `4 j& a7 ~- F' @$ [1 n9 n/ J
bark pocket 夹皮8 T4 w7 g; }0 k. I
batten plate 缀板
+ | r/ _1 [2 \( D$ D- @8 y8 {beam 次梁
$ L# n' p) m* J1 Kbearing plane of notch 齿承压面(67)
- @8 L/ }3 A: j4 @& K: H4 B9 [7 N3 rbearing plate 支承板(52)( g( f; u3 [5 Q0 B4 b$ x# M
bearing stiffener 支承加劲肋(52)
# F2 x* q1 X8 E* u: T( f1 g- cbent-up steel bar 弯起钢筋(35)
! E3 p" b3 t2 ~! s1 Vblock 砌块(43)9 f( x& U1 O8 D8 g/ Q r, o- u# b: O
block masonry 砌块砌体(44)
2 C6 [2 o" t8 s7 Q( k4 K/ C4 Fblock masonry structure 砌块砌体结构(41), M. K. W4 t Q, ?5 d
blow hole 气孔(62)
# i% }7 n' n. _5 i0 i hboard 板材(65)& l9 c, i# ^0 `* A# |: }
bolt 螺栓(54)
1 m0 P" ]% y+ v& Y; q9 w* E \4 d, X( ~bolted connection (钢结构)螺栓连接(59)+ r0 H8 e" N e. Z
bolted joint (木结构)螺栓连接(69)' N3 O! C" r! k6 N3 a
bolted steel structure 螺栓连接钢结构(50)5 D7 b' x9 `3 W" g( W7 O2 H
bonded prestressed concrete structure 有粘结预应力混凝土结构(24)
. _+ P$ A& _; u' hbow 顺弯(71)
( t4 f# s7 i' _6 pbrake member 制动构件(7)
: g) m# z) x: l4 Bbreadth of wall between windows 窗间墙宽度(46)
2 P$ A* x( N/ R r" Q! Jbrick masonry 砖砌体(44)2 r7 q" r0 U6 c
brick masonry column 砖砌体柱(42)
7 m+ l2 t" q+ P$ }. z) d R8 rbrick masonry structure 砖砌体结构(41)
3 ~5 n5 X7 ~' ~# t" g7 b$ Q8 ~brick masonry wall 砖砌体墙(42)# G7 \: s/ ~, T5 H
broad—leaved wood 阔叶树材(65)
( A: s. @& F5 U1 e. P- v! s7 Dbuilding structural materials 建筑结构材料(17)8 b. ]5 D* l; ~6 K% V
building structural unit 建筑结构单元(4 ] ^ Y& K) k' P: P0 \
building structure 建筑结构(21 [* Y ~. C$ d6 v2 n) T9 k
built—up steel column 格构式钢柱(51
3 g1 G1 S$ x1 \* Ibundled tube structure 成束筒结构(3
( W% P- n/ U$ T, p/ Yburn—through 烧穿(62* V; I: q R& I6 f1 A4 N
butt connection 对接(598 f+ @# A9 C( L
butt joint 对接(70)+ Q- I6 Y5 ?9 A) F7 x: L, u% Y
butt weld 对接焊缝(60)
: e4 o8 Y0 O" ]+ g: ?( h3 |C
" K) j7 L% K# }8 i) Icalculating area of compression member 受压构件计算面积(67)7 t2 s- T, r3 _1 s0 H
calculating overturning point 计算倾覆点(46)
' G3 J* j) c, K( n' `* v3 w9 [calculation of load-carrying capacity of member 构件承载能力计算(10)/ y/ L& e+ L- [+ k
camber of structural member 结构构件起拱(22)$ l6 G9 }6 [3 N$ J4 O% }. e. V
cantilever beam 挑梁(42): O" o7 ^: A/ c# l) C2 \
cap of reinforced concrete column 钢筋混凝土柱帽(27)
: `3 M, B4 r5 Q' }" R$ _0 t C! C6 qcarbonation of concrete 混凝土碳化(30)8 d! U8 n0 v' ]8 u( v3 K f4 r
cast-in—situ concrete slab column structure 现浇板柱结构; R" n u% h6 x# p, K
cast-in—situ concrete structure 现浇混凝土结构(25)
3 R$ c; L9 ]+ r+ Rcavitation 孔洞(39)
# n5 T$ M- ^! |5 x# Zcavity wall 空斗墙(42)
- i# [( r" A" I4 n9 m" [" W; Gcement 水泥(27)
% _, B. l% s, {+ c" e5 lcement content 水泥含量(38)' @* j) y( ]1 g9 c
cement mortar 水泥砂浆(43)/ l5 d) w: S5 T' i% s* O' u
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
- ]* N% I3 I2 w8 acharacteristi cvalue o fwindload 风荷载标准值(16)
( o: u9 y) r- ~7 R2 Ncharacteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)
+ x' Z* w3 |$ s- v5 I6 qcharacteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)9 s% k( n6 q8 T4 }) j& R0 O2 r t
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
0 a( ~0 C' g& H" o) R& ^characteristic value of earthquake action 地震作用标准值(16)1 A- l* R: \; k N
characteristic value of horizontal crane load 吊车水平荷载标准值(15)/ _* ]3 L" J( D
characteristic value of masonry strength 砌体强度标准值(44), d7 u. B, H F3 D6 o" |% c
characteristic value of permanent action· 永久作用标准值(14)
( C/ ^4 B( N9 i% ?% ]& [characteristic value of snowload 雪荷载标准值(15)
7 U/ Q* D1 s; e% q3 H! gcharacteristic value of strength of steel 钢材强度标准值(55): }# h/ x1 r k
characteristic value of strength of steel bar 钢筋强度标准值(31)
) X. g G! l9 ^. @5 v9 ]characteristic value of uniformly distributed live load 均布活标载标准值(14)
, s5 b! q2 x3 ^3 G; G9 R5 Kcharacteristic value of variable action 可变作用标准值(14)
9 X* v" l- Y8 @; B( t. C/ Mcharacteristic value of vertical crane load 吊车竖向荷载标准值(15)
9 S1 T1 w( T* Z6 k8 @0 D, ] d, ycharaeteristic value of material strength 材料强度标准值(18), K) \" r6 ~# e, p7 X5 C
checking section of log structural member·， 原木构件计算截面(67)
1 v; Z" \' s }chimney 烟囱(3), e0 N c! l( M7 R
circular double—layer suspended cable 圆形双层悬索(6)
; Z3 K- X# b7 h* Pcircular single—layer suspended cable 圆形单层悬索(6). ?' a9 }0 [, y9 d8 ]- f
circumferential weld 环形焊缝(60)+ j8 U; t( Q% j- b6 M2 q
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
+ I- F5 @0 i1 \ y6 m; E, lclear height 净高(21)
" R# o7 R$ z- Yclincher 扒钉(?0); M' t4 p: Q7 Q
coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)0 t% L8 z9 W+ {+ z! I5 @- n
cold bend inspection of steelbar 冷弯试验(39)
+ Z- N F* W" u( Ccold drawn bar 冷拉钢筋(28)
: E" v, R7 h0 M% M9 Ccold drawn wire 冷拉钢丝(29), A) _/ M( d/ K+ Z {. {
cold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)5 o6 l7 n4 W4 s- s, s" B
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)0 u! z( c) N6 C1 e: m
cold—rolled deformed bar 冷轧带肋钢筋(28)& d/ _$ m5 |" j1 L$ i
column bracing 柱间支撑(7)
, f, x# |4 s3 T: [combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)+ v9 V! Y1 {; ]: Y0 o3 f
compaction 密实度(37)
5 L# H7 C% c" L P o7 i0 Ucompliance control 合格控制(23)
! J0 Z, l6 z8 |5 v" C) n7 hcomposite brick masonry member 组合砖砌体构件(42)8 @/ R v) A/ L3 E5 K4 i
composite floor system 组合楼盖(8)
6 s3 _7 t9 P8 ]$ R- B9 p' m- j+ Icomposite floor with profiled steel sheet 压型钢板楼板(8)1 [1 _! z' `! _8 K8 u0 O# |. f
composite mortar 混合砂浆(43)
/ V* } |! W( i8 {* x0 t% E' ucomposite roof truss 组合屋架(8)
A, `; o& I& ^1 G& k2 Q4 Acompostle member 组合构件(8)
9 m6 B3 v% L: V" [" p6 ]% V0 acompound stirrup 复合箍筋(36)5 E0 W9 @! [% D2 i) r
compression member with large eccentricity· 大偏心受压构件(32)
7 C8 L9 u- ]6 z0 t- u0 T9 I3 Lcompression member with small eccentricity· 小偏心受压构件(32): Y' g& u: y! l) F
compressive strength at an angle with slope of grain 斜纹承压强度(66)% \. k- N( }6 j1 \% l$ ]" i* N
compressive strength perpendicular to grain 横纹承压强度(66)
4 q; W; r# K5 V# N2 v& p h8 Z; H( ? [concentration of plastic deformation 塑性变形集中(9)2 ]( B; Y( J: m2 c- {, u0 _7 X9 H5 C
conceptual earthquake—resistant design 建筑抗震概念设计(9)7 {6 v- F; q6 F0 d7 n
concrete 混凝土(17)$ k0 L! `- \# p! j
concrete column 混凝土柱(26)
0 x7 K. D6 T( B% B! Fconcrete consistence 混凝土稠度(37)
5 t/ l6 T" r% k9 B; f$ H/ yconcrete floded—plate structure 混凝土折板结构(26)$ U) W3 J& Y" F" {& G D1 V
concrete foundation 混凝土基础(27)+ Q! U3 Z3 x- ^& ]3 s
concrete mix ratio 混凝土配合比(38)
$ D3 }9 x- o! m# e" sconcrete wall 混凝土墙(27)( s& k- R8 W( b( T
concrete-filled steel tubular member 钢管混凝土构件(8). |3 [6 a i# F9 B( u1 N" Z8 a
conifer 针叶树材(65)
* Z3 u: n, l& X! ~. Aconiferous wood 针叶树材(65). S. s, u3 i) C# x' r
connecting plate 连接板(52)8 L; G! C0 f0 o8 F% s0 O; y! i
connection 连接(21)
- `1 p4 }4 E, ~, l0 Bconnections of steel structure 钢结构连接(59)( R0 `4 ^" h9 ]4 q' A0 U# ~) ~
connections of timber structure 木结构连接(68)2 t3 E& S3 w7 c3 s
consistency of mortar 砂浆稠度(48)
3 v$ r% h) v" b5 I; \constant cross—section column 等截面柱(7)
+ S A8 k7 j; H/ e# i8 c" U; aconstruction and examination concentrated load 施工和检修集中荷载(15)
8 u! c# a6 v% {, ^3 u9 ccontinuous weld 连续焊缝(60)1 y5 t' A- t2 [3 ]- F! S0 U3 D
core area of section 截面核芯面积(33)8 q1 `+ P- Z- [% ^: f+ c; V% {0 }
core tube supported structure 核心筒悬挂结构(3)
( G g. D( I8 f) M* j) r7 Q' Wcorrosion of steel bar 钢筋锈蚀(39)
( q. Y8 W' C6 M9 scoupled wall 连肢墙(12)
( S# h9 G% F; }coupler 连接器(37)
( L8 X) k2 w- L) L: Ycoupling wall—beam 连梁(12)6 Y) P& J* M: r! h9 y/ N- [
coupling wall—column... 墙肢(12)
! M1 X% z2 e1 J5 ^/ p% A/ ^coursing degree of mortar 砂浆分层度(48)
7 _+ m' k( z4 `5 f4 r# ?$ Zcover plate 盖板(52)% f5 w$ H0 x. T) a$ J: n C
covered electrode 焊条(54)
: D) Y7 M2 E% y4 wcrack 裂缝(?0)
4 i% j9 ~% o+ G0 l! d, ccrack resistance 抗裂度(31)
7 U7 _" j5 T" ?3 s/ g: L2 [crack width 裂缝宽度(31)
) ~0 w6 N; B9 d" v5 kcrane girder 吊车梁(?)# _5 e- t: N5 p. D7 e2 M% l
crane load 吊车荷载(15)
- _5 f0 n" E' X. m8 F' {creep of concrete 混凝土徐变(30)
# u# p( b9 U4 ]crook 横弯(71)
1 W' [8 s4 `6 h0 N' b/ f9 Bcross beam 井字梁(6)
: i0 ~! Q9 U2 U5 Pcup 翘弯9 v* h) K" x2 k& l7 J {0 }+ R
curved support 弧形支座(51)0 E9 I: x+ @! j4 c, A4 F
cylindrical brick arch 砖筒拱(43)9 x9 R* H: C0 q: N) ~
D 2 N" H* z" D8 R8 Q Z
decay 腐朽(71)' J3 o5 F; x: m
decay prevention of timber structure 木结构防腐(70)
0 A# l3 ?/ T: j4 J* }defect in timber 木材缺陷(70)
o5 G; {; T. i& t" h& {% @5 ddeformation analysis 变形验算(10)# u" ~" [" Y0 F- k
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)7 T& ` f! L8 j; f# M* f O
degree of gravity vertical forwall surface 墙面垂直度(49)
0 X' k- y" [/ r2 P; c; Edegree of plainness for structural memer 构件平整度(40)
! M9 t5 _9 _* O8 z9 P2 Jdegree of plainness for wall surface 墙面平整度(49)
6 Z1 `( _' i1 [2 M8 b( W! tdepth of compression zone 受压区高度(32)# D# h3 ^1 G. E7 O- @8 w
depth of neutral axis 中和轴高度(32)
% v2 U+ b' R! e" o4 |depth of notch 齿深(67)& _0 Z3 a! d+ c7 A
design of building structures 建筑结构设计(8)
9 d0 E/ A2 k0 o5 F& g( D, pdesign value of earthquake-resistant strength of materials 材料抗震强度设计值(1' ?4 m$ f9 P/ l1 D5 F0 W
design value of load—carrying capacity of members· 构件承载能力设计值(1
( j. O: i9 ]3 T( n# {9 p& jdesignations 0f steel 钢材牌号(538 s* H0 V" i, N1 | t# W, E- d
designvalue of material strength 材料强度设计值(1
- v4 }; H+ b" t; \; Kdestructive test 破损试验(40
7 K3 v$ T$ }( g+ U6 {6 e* Ndetailing reintorcement 构造配筋(35% s5 a" L% {) d3 G# ^
detailing requirements 构造要求(22) d5 P6 C6 `+ m) u4 u
diamonding 菱形变形(71)+ P. p$ s7 w- K# ?
diaphragm 横隔板(52( ]& D! l9 W3 W; v
dimensional errors 尺寸偏差(39)9 p4 F2 A4 d: A6 a- g
distribution factor of snow pressure 屋面积雪分布系数# t0 c- T% T8 E4 t1 [$ v
dogspike 扒钉(70)
+ e1 A1 y f3 a9 A# kdouble component concrete column 双肢柱(26)
% O/ y# {2 Z* F6 N/ Y) V( ]dowelled joint 销连接(69). _* x8 }* q5 _* x
down-stayed composite beam 下撑式组合粱(8)! \5 Y0 V8 n2 Z7 a6 ?2 Q
ductile frame 延性框架(2)
9 q$ G& x- g8 a- u5 Y$ Adynamic design 动态设计(8)" |! e. @6 W: {7 c
E - k3 X$ d8 a. M
earthquake-resistant design 抗震设计(9： w4 s$ U4 ?; q0 o- f: ?
earthquake-resistant detailing requirements 抗震构造要求(22): m9 Q9 J( s, H1 x. P7 U* W
effective area of fillet weld 角焊缝有效面积(57)
6 {6 R/ W- j6 H" weffective depth of section 截面有效高度(33)! ]: h M7 o; g: Z
effective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)# y& s% ]9 W# u& [
effective height 计算高度(21)
% a6 K- k* [8 W; f7 {) {1 Deffective length 计算长度(21)/ n; V- p; ]: d6 i
effective length of fillet weld 角焊缝有效计算长度(48)
/ ^: x) `& o! t6 E6 b0 Leffective length of nail 钉有效长度(56)
5 Q M5 w# M$ I! ~8 ?& i& Feffective span 计算跨度(21)1 _. _6 }: O; M1 k9 ?
effective supporting length at end of beam 梁端有效支承长度(46)
8 j" b$ U6 z% y+ |effective thickness of fillet weld 角焊缝有效厚度(48): [' o5 d% T, B! T; U. ]
elastic analysis scheme 弹性方案(46)" ~! Y. _4 F" o6 m7 d! M0 Y. ?
elastic foundation beam 弹性地基梁(11)
6 ^2 V( H" y4 M! C: c8 P/ w2 T8 qelastic foundation plate 弹性地基板(12)
; |% h9 B# s& C6 N5 x5 jelastically supported continuous girder· 弹性支座连续梁(u)
: d/ |! H5 c9 p2 ~elasticity modulus of materials 材料弹性模量(18)
0 g7 x7 A, i4 t: f8 q7 `elongation rate 伸长率(15)
: X I" L+ _* L! c9 [0 }% b6 fembeded parts 预埋件(30)
7 D M) ^7 v5 H) Aenhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)
2 t2 K( Y5 D( B& f- s. Wentrapped air 含气量(38), ]" g' s# u& l2 Z% |
equilibrium moisture content 平衡含水率(66)( u* P P5 F w F: [
equivalent slenderness ratio 换算长细比(57)6 O) t: A$ m" C j2 n
equivalent uniformly distributed live load· 等效均布活荷载(14)- s' z2 Y9 b( C) W; |0 z# I
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
9 _- R2 ^9 h3 \" ?, ^* |ettectlve cross—section area of bolt 螺栓有效截面面积(57): J% H! }8 F7 Q: K0 v0 _& Z
euler's critical load 欧拉临界力(56)
5 }2 ^9 s. I: G4 c+ @+ feuler's critical stress 欧拉临界应力(56)
# Q/ b+ [7 Y( s% J/ @* J8 Jexcessive penetration 塌陷(62)
+ j1 L. j1 Y- ? m6 o) sF
- N0 a3 S4 `2 p- _& Y; T0 k0 ffiber concrete 纤维混凝仁(28)5 _9 Y+ b: U# {- w$ K8 F8 E9 V4 |
filler plate 填板门2); Q3 Y* M8 w* \+ F5 W
fillet weld 角焊缝(61)/ r0 V. Y; }: F/ S3 N: o. q- V
final setting time 终凝时间(). W; M# Y# R5 D v1 ?* P0 ?9 H
finger joint 指接(69)0 }* N L6 N8 ?2 t
fired common brick 烧结普通砖(43)) ~' J8 W1 u/ Q f8 |" @7 V/ m
fish eye 白点(62)
: V( L" T/ ~! U; S2 k0 c4 Mfish—belly beam 角腹式梁(7)
0 ?+ e7 O0 J M) j3 _fissure 裂缝(?0)1 Q' T+ T# a, ?1 c/ s9 y
flexible connection 柔性连接(22)- L/ F( A4 J5 U6 S& h- C' p- {
flexural rigidity of section 截面弯曲刚度(19)
" q& K& J! }9 j+ E6 N I' S6 _flexural stiffness of member 构件抗弯刚度(20)
3 Q. q5 u" k) Z8 e! qfloor plate 楼板(6)
7 R9 L; e$ w: ^floor system 楼盖(6)
/ w2 q4 i- u4 Ifour sides(edges)supported plate 四边支承板(12)0 i2 H5 M% `8 b! B
frame structure 框架结构(2)0 @( w4 _+ f( u9 }/ _2 n
frame tube structure 单框筒结构(3)
0 x# {8 y7 t9 m$ o( |8 k! B; Wframe tube structure 框架—简体结构(2)
# F* y0 M/ d+ U$ z7 g7 M9 a" dframe with sidesway 有侧移框架(12). @* c8 Q" [: _2 {3 t
frame without sidesway 无侧移框架(12)
: H3 Z c/ c" Q0 e+ u8 Ifrange plate 翼缘板(52)' s" G& m2 Y! ]! p$ \$ i
friction coefficient of masonry 砌体摩擦系数(44)
( A9 D. V7 P' B0 z4 q) {9 yfull degree of mortar at bed joint 砂浆饱满度(48)) `( c6 C' o3 @4 V( V
function of acceptance 验收函数(23)9 |. x+ ?' u$ B, w
G
& N$ P8 E4 H( p# _9 F( y2 l( Qgang nail plate joint 钉板连接()
/ S; f; _+ ?% A2 u) R* jglue used for structural timberg 木结构用胶! s, e9 \8 W. ]5 q7 J s
glued joint 胶合接头
* ?( h' ~* A% m3 }. _# r1 G! f; vglued laminated timber 层板胶合木(¨) h' q1 l# x; R
glued laminated timber structure 层板胶合结构‘61)) D1 A; a" Y! p: b6 _3 I
grider 主梁((㈠3 v; @5 w; e+ I) z1 l
grip 夹具9 G1 w1 E& N/ s6 L) V) C
grith weld 环形焊缝(6÷)); e* @& g" t6 t4 L: a5 V
groove 坡口
( X0 S6 G. @* J+ M3 s N' Y Rgusset plate 节点板(52)
/ n: K% U! q8 DH 3 y$ u6 x. _7 h+ D/ v% |
hanger 吊环
/ b4 y& m B/ Z. Q- X* K# Fhanging steel bar 吊筋1 H J4 t8 P. `0 y& K4 t& K4 f( q# O2 h
heartwood 心材% R2 P. I# s# ]6 Z
heat tempering bar 热处理钢筋(28)
/ @& p4 c5 s K. W9 m$ q0 y% `5 sheight variation factor of wind pressure 风压高度变化系数(16)
' B& H& D+ `! w3 A% I6 ]heliral weld 螺旋形僻缝0 ^; y3 x$ g0 A1 r
high—strength bolt 高强度螺栓
7 A: C# N( k& i0 ~1 F3 Ehigh—strength bolt with large hexagon bea 大六角头高强度螺栓
" o7 t. `& l6 B4 e/ xhigh—strength bolted bearing type join 承压型高强度螺栓连接，# C+ W) Y4 c+ k' g) I0 g0 `4 V) k) k
high—strength bolted connection 高强度螺栓连接- v8 U5 A* f& Y" e3 X# [: O
high—strength bolted friction—type joint 摩擦型高强度螺栓连接
$ p) p9 f3 `9 \) t$ ?9 b( Shigh—strength holted steel slsteel structure 高强螺栓连接钢结构
: f( {% \* T4 L7 N8 A: H n. J4 s4 t' Chinge support 铰轴支座(51)
5 Q0 D& D$ Q/ Q6 \' C: S3 Q9 nhinged connection 铰接(21)9 \* x* C E2 a7 E* T: u
hlngeless arch 无铰拱(12)
# x; R! D+ P$ b2 H$ Nhollow brick 空心砖(43)
E. f) M D: s4 \% phollow ratio of masonry unit 块体空心率(46)- b/ B- ^- f |2 N
honeycomb 蜂窝(39)' N/ t1 B0 G/ h% S
hook 弯钩(37)' R( d( F; W Y& G$ @0 L D* H1 h. J
hoop 箍筋(36)" F) m1 G/ W+ {; [& a& d
hot—rolled deformed bar 热轧带肋钢筋(28) \5 e! j" ]7 l4 R4 i0 B& U; o
hot—rolled plain bar 热轧光圆钢筋(28)9 `/ D( W3 A/ @. Y4 q0 c/ k
hot-rolled section steel 热轧型钢(53)
# N1 F- K/ V2 t# Q* L8 Z. @hunched beam 加腋梁(?)% N# }! ^- v9 J
I ( ~# u' M; c( ]2 I
impact toughness 冲击韧性(18)
. d6 B! {0 H: U& Q4 l s: W2 eimpermeability 抗渗性(38)
4 O" E2 f$ [# R, c# tinclined section 斜截面(33)
3 f- S9 Q5 k0 K2 u' V8 Z/ minclined stirrup 斜向箍筋(36)- z# ^5 t! I* n Q
incomplete penetration 未焊透(61)' |5 C# x9 b5 G$ @$ ]
incomplete tusion 未溶合(61)' C$ Q0 H0 h, y O+ d, r
incompletely filled groove 未焊满(61)! P; V5 r( R& {; U; p4 k" I
indented wire 刻痕钢丝(29)
9 L8 @7 @# |8 n9 f% U4 [% }* Dinfluence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)
) U0 f6 S) J6 u3 P, [influence coefficient for spacial action 空间性能影响系数(46), ^$ {7 n2 S6 O$ d$ o
initial control 初步控制(22)& z1 n" V7 i. n: u) |
insect prevention of timber structure 木结构防虫(?o)
' A* q. f6 B+ `/ Z9 qinspection for properties of glue used in structural member 结构用胶性能检验(71)9 R; P. P! k8 [3 G4 C+ E3 q
inspection for properties of masnory units 块体性能检验(48)# f7 F* P7 X) B
inspection for properties of mortar 砂浆性能检验(48)
6 S2 r% j5 ?) W! K& einspection for properties of steelbar 钢筋性能检验(39)
$ X! w& h! f3 p1 Xintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)) I/ o; X, K; ~; {
intermediate stiffener 中间加劲肋(53); B( v9 c* b! Z8 L) a# K
intermittent weld 断续焊缝(60)1 \3 h- ?) O5 v' u
J $ P+ ?! a+ l; Z% i
joint of reinforcement 钢筋接头(35). h/ M3 p7 N# v( K
K * R3 v6 V1 E; n: }7 B
key joint 键连接(69)
3 `1 i0 j* w5 P. ekinetic design 动态设计(8)
0 Z# h: [0 l* M2 R: _& J4 P# Oknot 节子(木节)(70)
" Y; Q' X8 H3 k# K. R$ oL
' i2 q( u! ~7 z9 G. jlaced of battened compression member 格构式钢柱(51)) N* i: t" I+ ]8 s0 T/ R0 ?. c
lacing and batten elements 缀材(缀件)(51) p4 k5 l9 [9 I# s3 r* y; e# o
lacing bar 缀条(51)2 T. L! q0 b( a: u, k- ~, C+ j$ s& s
lamellar tearing 层状撕裂(62)' q# i$ h. J) b* \9 }" q
lap connectlon 叠接(搭接)(59)) p6 A) Q j0 P* J
lapped length of steel bar 钢筋搭接长度(36)
4 X8 H" b# n2 q+ Alarge pannel concrete structure 混凝土大板结构(25)
e3 s( u: O8 y% Klarge-form cocrete structure 大模板结构(26)
- `* m; j7 o1 k8 ^$ L+ ?lateral bending 侧向弯曲(40)
" ?: [( P0 H5 r5 y( Q9 L' Xlateral displacement stiffness of storey 楼层侧移刚度(20): c. @8 A0 j7 s! e4 Q/ }- X2 i
lateral displacement stiffness of structure· 结构侧移刚度(20)
4 L/ `# N0 s4 b" ^lateral force resistant wallstructure 抗侧力墙体结构(12)
/ @. C' w9 `1 d' w) J h/ I6 wleg size of fillet weld 角焊缝焊脚尺寸(57)4 D/ x3 N# [" b& u$ v
length of shear plane 剪面长度(67)( U& A( E4 @: A3 f% `$ r
lift—slab structure 升板结构(25)" f! J1 q+ U7 q+ x6 N. |( Y
light weight aggregate concrete 轻骨料混凝土(28)* ~# a, H: q2 m. D2 v
limit of acceptance 验收界限(23)
9 S0 [* ]1 M, K& Hlimitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
t( x6 b: n5 X: A/ R# O6 s$ H7 wlimiting value for sectional dimension 截面尺寸限值(47)
! n+ K+ l# I# \, [5 O% N( p0 P) Dlimiting value for supporting length 支承长度限值(47): y$ o2 t& b6 i, U, ?
limiting value for total height of masonry structure· 砌体结构总高度限值(47)
' _. P# j& f( X0 \3 v' |0 Alinear expansion coeffcient 线膨胀系数(18)) `$ f, z! R0 [2 J$ h
lintel 过梁(7): J0 a' h3 L, {$ _
load bearing wall 承重墙(7)
( ?9 _- Y1 I; e4 wload-carrying capacity per bolt 单个普通螺栓承载能力(56)
; h g1 T' n: T& l( A7 p7 \load—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)# f- n2 F( N6 a6 w
load—carrying capacity per rivet 单个铆钉承载能力(55)+ V/ |8 g& ?# ^. Z% Q
log 原木(65)
" W2 l* V9 D0 elog timberstructure 原木结构(64)
* D- W) I! Y5 V4 j7 Y+ R( along term rigidity of member 构件长期刚度(32)$ k9 k# ]0 m8 `
longitude horizontal bracing 纵向水平支撑(5)
. K1 T1 y) d4 g: a' Qlongitudinal steel bar 纵向钢筋(35)5 e0 A4 A+ p7 ` S2 O8 T& O
longitudinal stiffener 纵向加劲肋(53)* i. ~+ d9 N3 k/ T3 B( Q& e
longitudinal weld 纵向焊缝(60) Z) K$ U! \3 B
losses of prestress ‘预应力损失(33)
3 c# {$ W( x, G: k8 J+ tlump material 块体(42) G3 |* _$ h$ L7 }" S O/ i" m. u* a
M " u5 A/ e! k* i8 f+ |
main axis 强轴(56): f+ a/ _( ~$ Y! m' w1 `
main beam· 主梁(6)
2 j n0 w0 a1 B0 [" _- Mmajor axis 强轴(56)
- \. u+ _# W: P( [) H* Omanual welding 手工焊接(59)
5 ?& M! ^5 z2 U: w6 H4 n& umanufacture control 生产控制(22)
% ]: `' Y! I" r+ hmap cracking 龟裂(39)5 s- `7 X- q: S/ V
masonry 砌体(17)
' [1 J# ] R+ N) D' Mmasonry lintel 砖过梁(43)9 Z5 G' l/ P3 Y! Z K" h5 ~
masonry member 无筋砌体构件(41)
4 @1 r' K4 d! o- ?; `! gmasonry units 块体(43)
8 X: y0 ?0 m& a P8 ^- r$ |" vmasonry—concrete structure 砖混结构(¨)
. D" B# O( ?& J; y2 z: y6 m) Vmasonry—timber structure 砖木结构(11)
# u0 ~. A2 U$ F, z) v$ Omechanical properties of materials· 材料力学性能(17)
, H2 y! H1 o4 Z3 ?melt—thru 烧穿(62), U! @1 M& l* l% x/ g+ q
method of sampling 抽样方法(23)
* @5 v4 O' e3 o% C2 Nminimum strength class of masonry 砌体材料最低强度等级(47)
/ |8 |# R5 [9 Rminor axls· 弱轴(56)
( y$ x2 \7 e" Hmix ratio of mortar 砂浆配合比(48)( X5 J" U" Y, X2 b! C& ~: \
mixing water 拌合水(27)
5 p+ H7 D+ T% s. C. Y( @modified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47), | c+ z7 X* j% J
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68); K" U: O X6 }
modulus of elasticity of concrete 混凝土弹性模量(30)1 F$ \& ~ n3 }3 d
modulus of elasticity parellel to grain 顺纹弹性模量(66)* f* w9 z4 y, |) J; r
moisture content 含水率(66)
$ l) I' g; H& c; |: b. t7 Rmoment modified factor 弯矩调幅系数
$ }- \1 f0 y( G+ R0 N+ Y/ umonitor frame 天窗架% D# H/ B3 ^- h! ~/ b
mortar 砂浆2 @7 k( ~' F4 d+ Y
multi—defence system of earthquake—resistant building· 多道设防抗震建筑; K1 F, g7 k+ i+ X* j+ a1 j" ?& I
multi—tube supported suspended structure 多筒悬挂结构5 z- X! s; O. H. [
N # j( J* A X# n1 L& |
nailed joint 钉连接，
0 D' i# Y! n$ e# B3 g0 Wnet height 净高l
% t8 I. O, c, I( R5 J3 V1 {net span 净跨度8 r4 l9 F# i$ q
net water／cementratio 净水灰比
. ]0 }& z0 H# h* G# g; ~: q, pnon-destructive inspection of weld 焊缝无损检验 J7 R9 `: ^0 w$ v4 K8 M8 u
non-destructive test 非破损检验
]: \8 R, x5 a4 I+ {% [* N0 Knon-load—bearingwall 非承重墙
- U4 Y! K) l0 F9 C5 _$ s, p/ Qnon—uniform cross—section beam 变截面粱
3 k! `% x8 r5 @! e, Mnon—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数2 t4 N; m* A0 V2 Q8 x
normal concrete 普通混凝土) U. O4 h' B: `; |: {+ `- t. H
normal section 正截面: v3 P% R, v/ R- j& l
notch and tooth joint 齿连接
f$ `3 E, n2 t3 K1 Bnumber of sampling 抽样数量( A5 R- z( ]3 P2 U5 t0 p- x
O
# K& f( q; ^1 q5 Qobligue section 斜截面2 ? s. y2 ~$ x5 ]
oblique—angle fillet weld 斜角角焊缝( B' A4 M( N& U2 J
one—way reinforced(or prestressed)concrete slab‘‘ 单向板 ?, P7 I& w% ~" z V
open web roof truss 空腹屋架，
' u7 s0 C/ i7 I" A! j/ cordinary concrete 普通混凝土(28)- @0 w3 y: R7 I0 g. g- |" P
ordinary steel bar 普通钢筋(29)+ x k: W3 A) T2 X/ u
orthogonal fillet weld 直角角焊缝(61)
# F2 M- J* D1 a0 T# o. ?/ aoutstanding width of flange 翼缘板外伸宽度(57)8 G4 c+ l; p8 M) X8 g
outstanding width of stiffener 加劲肋外伸宽度(57)
4 x' S" S8 Z" U9 i7 j! m% W( o nover-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)) v5 t' s* ? O- C. R3 t
overlap 焊瘤(62)
# S% L# ]' ^( yoverturning or slip resistance analysis 抗倾覆、滑移验算(10)4 z: O) f; @1 p5 K' d
P ' A5 B: H% D# X1 t* y* Z
padding plate 垫板(52)+ q& W) j' L2 n Q
partial penetrated butt weld 不焊透对接焊缝(61)! d' u( C5 J9 @0 p! Y
partition 非承重墙(7)4 `8 H& ^1 ~3 i( g* N* X- j
penetrated butt weld 透焊对接焊缝(60)
" V1 i4 H8 g! d" w. n* c! mpercentage of reinforcement 配筋率(34)1 w: u( X4 b* Q' c
perforated brick 多孔砖(43), e0 D5 p- l* y3 x+ z2 M
pilastered wall 带壁柱墙(42)
8 E4 n) R f3 F% g7 [, g/ E4 t- Q% Qpit· 凹坑(62)
* B7 w2 x, Z+ u! D; M, m5 Wpith 髓心(?o)
) K4 r1 U. [! I [( eplain concrete structure 素混凝土结构(24)
0 Z2 }; [- m) |* `1 kplane hypothesis 平截面假定(32)9 {$ |6 u% p& ]/ @; v) ~( P4 t
plane structure 平面结构(11)# {6 W( D$ ]( d: [# f, a
plane trussed lattice grids 平面桁架系网架(5)
" p T7 Q! X+ w+ G0 J+ Dplank 板材(65)
' h, e4 C! {" _# z2 |% yplastic adaption coefficient of cross—section 截面塑性发展系数(58)
3 R ]0 L! k* r, E. \# Wplastic design of steel structure 钢结构塑性设计(56)
0 B+ v' t, L0 k/ {9 `( F+ V8 S8 R: fplastic hinge· 塑性铰(13)+ s. a: I8 d/ B. U- P6 L: C
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
! D" d. D. B4 w6 Zplate—like space frame 干板型网架(5)
# c R, D e* _% M: Q7 Wplate—like space truss 平板型网架(5)
" k& O$ A! |; N' X' Yplug weld 塞焊缝(60)
6 g# b+ m4 @ ^* ?1 @2 \plywood 胶合板(65)
9 A: x* Y+ C. o: V7 n$ w; q/ }plywood structure 胶合板结构(64)
% o; U1 D( `3 c3 I% x2 A6 {# ypockmark 麻面(39)
$ v: x w3 C$ F* a- s* t5 S! Gpolygonal top-chord roof truss 多边形屋架(4), r2 j2 x! `" p: U. x$ R
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)7 T- J# C! N u) p) y6 O
precast reinforced concrete member 预制混凝土构件(26): e; L* L+ A5 x3 l6 v& ]
prefabricated concrete structure 装配式混凝土结构(25)
5 Z2 \2 w+ | H4 ^& ]presetting time 初凝时间(38)
: Y. \8 w# U- a2 z3 e& e4 |1 Kprestressed concrete structure 预应力混凝土结构(24)
' d2 z) u0 a& uprestressed steel structure 预应力钢结构(50)
5 V4 o' r. N7 n, Dprestressed tendon 预应力筋<29)
% q% L- u4 H) ^' I9 Gpre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)
7 T' N- r! X2 \3 Z) R* bprimary control 初步控制(22)& c7 W* F3 ], T% M
production control 生产控制(22)$ r0 O6 b; f7 \+ H! X( v
properties of fresh concrete 可塑混凝土性能(37)5 m6 e/ }9 ?0 G
properties of hardened concrete 硬化混凝土性能(38)
1 ]* E& F, y( \. rproperty of building structural materials 建筑结构材料性能(17): ?4 G. D) l4 R* Z6 Z& k( O
purlin“—””— 檩条(4)& q; s, ~" k' L3 [) i1 |- i
Q 0 @4 C" \( L: N1 Z$ R
qlue timber structurer 胶合木结构(㈠)
8 z/ d% V6 K6 Q Dquality grade of structural timber 木材质量等级(?0)
2 @9 z8 L- s. X: {- lquality grade of weld 焊缝质量级别(61)4 |+ o# O; R( A# q* w
quality inspection of bolted connection 螺栓连接质量检验(63)5 Z! Y2 F+ U" T) s$ K+ f9 i6 A7 H
quality inspection of masonry 砌体质量检验(48)
b+ a8 L% L* K E) }" n' X6 nquality inspection of riveted connection 铆钉连接质量检验(63)
: t1 W: v5 Y8 |! W0 Xquasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
) I8 D+ H, i( Q) M: U& c5 oR
. }3 g; ]# l, _5 h6 _radial check 辐裂(70)
1 U. `9 f! S! @; H7 }5 N8 l" mratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)
$ u- o" d \: R% s) s Q8 hratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48): S: o7 w1 K' p Y) H' s# _- k: t
ratio of reinforcement 配筋率(34)
5 |, p3 d( n. J5 Q gratio of shear span to effective depth of section 剪跨比(35)* [, k# v4 M0 r6 H5 |" n9 [& w' K# u
redistribution of internal force 内力重分布(13)- U: _; I8 P) d7 [: O: X
reducing 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)
4 E8 X) }; ?% A8 f4 ~reducing coefficient of liveload 活荷载折减系数(14)8 p% P @+ A; l+ X+ @" ]
reducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)6 q+ `9 c: ^- H' _0 b
regular earthquake—resistant building 规则抗震建筑(9)- d& |+ a+ r6 C" y! X3 F- ?: m* W
reinforced concrete deep beam 混凝土深梁(26)4 f/ s7 L. |% w/ p: L
reinforced concrete slender beam 混凝土浅梁(26)
# M N* E& u) _7 m3 l6 Y" treinforced concrete structure 钢筋混凝土结构(24)
* `0 z8 G: Q0 P: q; l# d' dreinforced masonry structure 配筋砌体结构(41)
$ J9 e" |# Y/ areinforcement ratio 配筋率(34); D6 }. t* Y0 E: F0 d k* a
reinforcement ratio per unit volume 体积配筋率(35) T( g% z8 f0 T. [
relaxation of prestressed tendon 预应筋松弛(31)
2 Y( O- J) }& [2 [7 |7 h# B4 grepresentative value of gravity load 重力荷载代表值(17)
+ @7 A) I: P; K5 I8 d- ~resistance to abrasion 耐磨性(38)
! \- Y4 v' \/ F( Kresistance to freezing and thawing 抗冻融性(39)
* E" C: J- e$ f2 x$ c. Sresistance to water penetration· 抗渗性(38)
' c! E& R/ }) _" c! J8 ^/ P0 Nreveal of reinforcement 露筋(39)
- A4 y' x8 s8 e4 r+ f8 {. l! Tright—angle filletweld 直角角焊缝(61)
1 N7 Q1 s& R3 brigid analysis scheme 刚性方案(45)3 N" I# Z* Q3 }& M8 @
rigid connection 刚接(21)/ q: ]5 _0 O0 `
rigid transverse wall 刚性横墙(42)8 W8 V, x* O9 R ?. S$ A
rigid zone 刚域(13)3 Q. Z1 o; K' U+ p
rigid-elastic analysis scheme 刚弹性方案(45)
- W+ J. D2 r1 G6 @- i& u8 crigidity of section 截面刚度(19)
) L4 T+ F' S9 W7 Origidly supported continous girder 刚性支座连续梁(11)' w& B* ^- c+ \' g& z. h( [
ring beam 圈梁(42)) K p$ E5 E y* r. T
rivet 铆钉(55)
! B8 R8 e: w* C+ B4 S7 @" hriveted connecction 铆钉连接(60)9 w6 N$ K2 w; c& e0 c; E/ c+ t
riveted steel beam 铆接钢梁(52) Z \9 L: D' O P8 ]3 D9 S5 N/ M* N
riveted steel girder 铆接钢梁(52)
) j* }0 o( V( m M; mriveted steel structure 铆接钢结构(50)
. s- d3 s) d6 J4 D* c' o6 Zrolle rsupport 滚轴支座(51)
% H0 ~% u, T" @; ?# orolled steel beam 轧制型钢梁(51)7 l0 | _4 L7 `" J
roof board 屋面板(3)
" f; D" `: u& X9 R$ broof bracing system 屋架支撑系统(4)
+ g5 Q# U- r9 n% J2 Broof girder 屋面梁(4) l# r# ^/ s$ z6 r6 i
roof plate 屋面板(3)
' Z; f4 [0 t: e! b; U! Croof slab 屋面板(3)
9 g: |! G* g3 Z' Iroof system 屋盖(3)
* J( C3 l r8 ?' |roof truss 屋架(4)
" A$ x+ G& U4 V5 n# Hrot 腐朽(71)
) N6 s0 e8 D; j- nround wire 光圆钢丝(29)
# _! N4 ~0 M2 O. B/ }+ QS - s2 G8 J; s8 C/ w$ S& i. ~
safety classes of building structures 建筑结构安全等级(9)
4 E w/ `- _7 k9 I! ?safetybolt 保险螺栓(69)
3 E7 b! C. u5 |. X" vsapwood 边材(65)
- X" F/ D0 ~- v# }+ l8 s- Gsawn lumber+A610 方木(65)' N( t2 w" N0 l S. }) _
sawn timber structure 方木结构(64)
7 J+ x' w8 o) k8 N2 c' l- Z! W2 Isaw-tooth joint failure 齿缝破坏(45)% a9 x, S# B; s: l2 U1 F) n: n
scarf joint 斜搭接(70)& p( S/ K0 u F5 V$ A
seamless steel pipe 无缝钢管(54)* {8 \, s1 g7 J
seamless steel tube 无缝钢管(54)
+ o; r0 i O$ Q: U- Vsecond moment of area of tranformed section 换算截面惯性矩(34)
3 I z. S8 o, {2 [second order effect due to displacement 挠曲二阶效应(13)
5 y( k( y5 d; @2 Csecondary axis 弱轴(56)( P( t9 ?% _0 v; L& L/ h
secondary beam 次粱(6)
: ?5 p8 `# u2 `2 L0 bsection modulus of transformed section 换算截面模量(34)1 G$ {+ F. K" n% c1 v, S
section steel 型钢(53)
. f- b" J6 F; l0 p- d* B5 D- }6 ^semi-automatic welding 半自动焊接(59)
% w0 v: R# u; s+ y, F4 cseparated steel column 分离式钢柱(51). a: ?- y- d( C7 d" o n
setting time 凝结时间(38)
. y* B2 R. b1 g+ \3 \5 A! `shake 环裂(70)
! z( ?8 P2 d' C/ R, y5 O3 V0 Kshaped steel 型钢(53)
' K" Y/ Y5 B6 P) X6 E0 {" |5 Ushapefactorofwindload 风荷载体型系数(16)
/ k) \4 B- I1 l4 a/ T* Lshear plane 剪面(67)
( v4 q7 U% K" R) nshearing rigidity of section 截面剪变刚度(19)& d% D# W9 r% ]9 N; i
shearing stiffness of member 构件抗剪刚度(20); a+ |; s4 _. W* q" O
short stiffener 短加劲肋(53)
4 w f4 Z; E) M2 `short term rigidity of member 构件短期刚度(31)
9 M* A+ J: `7 a" ^+ R7 Wshrinkage 干缩(71)/ |. n1 ?9 l' \( O; F- v
shrinkage of concrete 混凝干收缩(30)9 V. L* M# d3 w- C
silos 贮仓(3)
3 V- l4 n( z' T0 q! n& rskylight truss 天窗架(4)" H$ x/ @4 Q, B7 i8 v
slab 楼板(6); J. |; x" H, m O6 f
slab—column structure 板柱结构(2)
, y5 ^# a$ y" Islag inclusion 夹渣(61)2 t/ M, B+ ^- J" N+ h% }( J- m+ t
sloping grain ‘斜纹(70)
/ V3 s( h9 m. o1 ^7 k# tslump 坍落度(37)
: i8 F! S( @. E/ k/ O& r: o8 wsnow reference pressure 基本雪压(16)! C X2 C; Q% J1 B6 L9 T
solid—web steel column 实腹式钢柱(6 S( S8 w5 K, v0 o/ m5 h
space structure 空间结构(11)' O; ~- a8 w. `/ D, n
space suspended cable 悬索(5)! ?- Q" F' X* H7 Q, t+ m
spacing of bars 钢筋间距(33)2 j& U5 M, X* [& k
spacing of rigid transverse wall 刚性横墙间距(46)
6 H2 L+ H% }* H- y: m2 g5 cspacing of stirrup legs 箍筋肢距(33)/ V& [% b5 i, A2 i- Q, t3 O, F D3 h
spacing of stirrups 箍筋间距(33)
; b$ k, N" x/ [$ ]! Xspecified concrete 特种混凝上(28)
; O" G1 f* s: z2 E2 F n+ hspiral stirrup 螺旋箍筋(36)9 e) e8 U; o5 l. ]5 L2 p: f7 V
spiral weld 螺旋形焊缝(60)
6 ~; l7 g3 T6 h8 T3 K! [split ringjoint 裂环连接(69)
: y, h5 r- T" R3 L. S8 Xsquare pyramid space grids 四角锥体网架(5)
5 W4 b8 R! t6 C- M' V, dstability calculation 稳定计算(10)
- E, \# s) ?2 a( ^stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
1 f" H- l+ m/ M/ j+ Gstair 楼梯(8): e* Q- Y* C( m2 q' ]* Q
static analysis scheme of building 房屋静力汁算方案(45)+ Y; g" _, G, w. v
static design 房屋静力汁算方案(45)4 u& ^4 n- D- I" |( Z5 P
statically determinate structure 静定结构(11)* ~/ c- [% b' o8 U5 R4 d
statically indeterminate structure 超静定结构(11)
2 u6 I* J6 c+ S& s* @sted 钢材(17)
Z- o2 i) ]- \. V8 T! L! {: csteel bar 钢筋(28)
( v/ K: @0 r% {. |* C0 Y0 fsteel column component 钢柱分肢(51)" F6 @2 |. P' R" ?7 X
steel columnbase 钢柱脚(51)
3 ~1 \) \9 i4 r8 w6 }steel fiber reinforced concrete structure· 钢纤维混凝土结构(26)+ S+ D: y3 a8 X/ d
steel hanger 吊筋(37)
8 y4 S" f* {8 {' d2 B- ]steel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)0 s( v% n3 m( ^; F5 q
steel pipe 钢管(54)
5 g3 G$ f5 R/ e/ Xsteel plate 钢板(53)5 i3 G7 d# y# ]" t
steel plateelement 钢板件(52)
5 U* Q2 F! q$ x! nsteel strip 钢带(53)
- Z- z6 T/ d1 Zsteel support 钢支座(51)# y+ E3 Q, P7 m/ I! j+ ?
steel tie 拉结钢筋(36)# U2 a1 W/ z, E2 @' |9 V
steel tie bar for masonry 砌体拉结钢筋(47)# D: U! P8 T! P( a) z
steel tube 钢管(54)
3 S' A" |( a3 q$ y( \5 Dsteel tubular structure 钢管结构(50); u: g3 }6 e6 ~& H' G
steel wire 钢丝(28): `* x8 H; h2 w/ ]# I# s; ?
stepped column 阶形柱(7)
1 d2 C5 M( O5 O5 R* K) astiffener 加劲肋(52)+ P# I6 n8 Z2 D
stiffness of structural member 构件刚度(19)
# ]7 P+ [) ?4 l2 _$ Tstiffness of transverse wall 横墙刚度(45)
6 j5 o3 T2 w- qstirrup 箍筋(36)' S0 P, z. f7 Z9 \( D1 b( X) F
stone 石材(44)
/ Q0 Q# S5 ^0 w" r* Wstone masonry 石砌体(44)
2 L% A) G1 D! @stone masonry structure 石砌体结构(41)6 ] p& K4 j; ?: ~: I
storev height 层高(21)) ]9 s* z; D5 {, U
straight—line joint failure 通缝破坏(45)
) m& v7 o( ~- z/ [, Q5 Xstraightness of structural member 构件乎直度(71)( t. Y4 |' `! J
strand 钢绞线(2，)
8 f9 R3 q6 ] g! {' ustrength classes of masonry units 块体强度等级(44)
( C+ L* G5 v1 z3 estrength classes of mortar 砂浆强度等级(44)1 R$ ^/ g5 w" @5 c3 V
strength classes of structural steel 钢材强度等级(55)
* P5 A" L! E- hstrength classes of structural timber 木材强度等级(66)
( U) d+ g* J. Q; \! Sstrength classes(grades) of concrete 混凝土强度等级(29)1 p% j' r3 D6 V! K2 Y' f' i
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)
: f8 U- N" X7 [* x6 u, Y7 N8 Wstrength classes(grades) of steel bar 普通钢筋强度等级(30)
/ w. m) a7 E0 z- Y6 z* d7 xstrength of structural timber parallel to grain 木材顺纹强度(66)9 ~4 }: G6 I9 X0 X2 i4 y0 V, E
strongaxis 强轴(56)4 y( j( R5 w% V' V; L6 F
structural system composed of bar ”杆系结构(11)
' ]4 ]" N" O5 q: F' estructural system composed of plate 板系结构(12)
( J- |( Q7 G }* u2 qstructural wall 结构墙(7)4 F$ ?$ A$ {. \, [3 |/ j+ C
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
7 e' S8 l0 v. W. @0 d3 zsuspended crossed cable net 双向正交索网结构(6)
2 Y. t9 F3 m9 i4 r- csuspended structure 悬挂结构(3), u; b" U1 t3 j
swirl grain 涡纹(?1)
; V# I) l. p: e: l( O2 E/ t, YT . `. x. M0 S! ]
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)& g% L v% Q! y
tensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)$ F* p0 I7 x6 w4 o0 `; L. B
tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)% c$ c8 ]% M0 q# I0 e4 n
test for properties of concrete structural members 构件性能检验(40)：( d: @- B+ l2 H0 o# N- E
thickness of concrete cover 混凝土保护层厚度(33)
- {3 A* y2 t% F3 g+ Hthickness of mortarat bed joint 水平灰缝厚度(49)
' ~+ M; O3 x& J* v2 O* | Wthin shell 薄壳(6)# Z9 A3 l% ?" c
three hinged arch 三铰拱(n)
! j5 j: z% [4 W: ^' [0 Utie bar 拉结钢筋(36)! p& U% v# H0 f& l
tie beam， ‘ 系梁(22)
- G; W# H7 A- N, k) s# D9 Xtie tod 系杆(5); s t0 P* S" _
tied framework 绑扎骨架(35)# e& Z( J( T4 q- s* ~2 T( [; ]
timber 木材(17): a# m4 r4 r# P
timber roof truss 木屋架(64)
7 k w# N. M3 V; o. N" l2 Stor-shear type high-strength bolt 扭剪型高强度螺栓(54)) D3 z+ o4 h* X% M/ F j$ Q* i R" j3 `
torsional rigidity of section 截面扭转刚度(19)
# B1 ]# u8 m/ j! k4 ytorsional stiffness of member 构件抗扭刚度(20)# _& e8 `0 q. ?% m, X ~
total breadth of structure 结构总宽度(21)$ z( ?6 ?& @; g$ q% o+ D/ _
total height of structure 结构总高度(21)
' B* F% ^" }$ _) n# J2 }total length of structure 结构总长度(21)
3 C7 d# O. p. y' n3 Htransmission length of prestress 预应力传递长度(36)$ O# F: B0 x$ t$ H
transverse horizontal bracing 横向水平支撑(4)
: _ Z' S# Z9 E6 `9 u0 o/ }transverse stiffener· 横向加劲肋(53)
2 |2 R% [2 L: v$ ^6 i8 u5 qtransverse weld 横向焊缝(60)
4 V4 E- h3 b. A* z: [, \$ xtransversely distributed steelbar 横向分布钢筋(36)& k) Y. X1 S+ M) o% f
trapezoid roof truss 梯形屋架(4)) p5 E" Z6 [$ ~ D( P+ Z9 T7 q9 Z5 F& Q
triangular pyramid space grids 三角锥体网架(5)
: x5 B. n/ Z, Jtriangular roof truss 三角形屋架(4)6 A! \; s/ A3 s
trussed arch 椽架(64)) t3 n+ |" U, Q" @: i# Y; b
trussed rafter 桁架拱(5)8 w$ b( T) C( p! l( E
tube in tube structure 筒中筒结构(3)
" s6 [, m; k1 `tube structure 简体结构(2)" w/ S2 Y% l" B2 M
twist 扭弯(71)! h: j0 |6 W5 S, x- g8 K2 p
two hinged arch 双铰拱(11)
9 E9 ?# P* O4 H$ F5 x; k+ _9 otwo sides(edges) supported plate 两边支承板(12)
, B/ c( u4 h& Mtwo—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
5 m' s6 \6 J7 c& s c5 d1 mU % ?8 O/ M: }. ]+ [8 F
ultimate compressive strain of concrete’” 混凝土极限压应变(31)
6 y. T, ]. I) Q* i2 H2 h1 n1 q% Lunbonded prestressed concrete structure 无粘结预应力混凝土结构(25). a( K/ H A% m" E u$ P
undercut 咬边(62)( M3 @- ?8 k7 Z9 D# L
uniform cross—section beam 等截面粱(6)) U7 c# o' h* F0 L0 P' {1 q# D0 k
unseasoned timber 湿材(65)
, B% ~1 q) s" H$ _0 p v7 bupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)4 \, ?3 c( F) @, M
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)- \8 G3 Z% ?( {: H, w
V
# I. N* I9 b/ g5 ?+ ]7 {value of decompression prestress 预应力筋消压预应力值(33)
: `$ B U+ B+ q3 W$ ?- _$ [' tvalue of effective prestress 预应筋有效预应力值(33)
$ {( W N0 w* rverification of serviceability limit states· ” 正常使用极限状态验证(10)
- W+ Z+ W4 j+ o$ m* m( n) Rverification of ultimate limit states 承载能极限状态验证(10)0 V7 g! E9 J% D/ e1 H1 [
vertical bracing 竖向支撑(5)
$ M/ q; W' Z8 g* s; E7 Xvierendal roof truss 空腹屋架(4)
% B+ E1 i# [: S1 W/ }6 h M2 Qvisual examination of structural member 构件外观检查(39)- r4 X) r+ s. f: ?" O
visual examination of structural steel member 钢构件外观检查(63)
6 p3 A4 m* e; m7 L, ^visual examination of weld 焊缝外观检查(62)) W" f$ F3 C7 B1 b! P
W
4 |3 @2 n5 d7 B4 f$ K+ H$ X3 X, Awall beam 墙梁(42)- f5 s+ X* Y; F' \: f8 E
wall frame 壁式框架(门)
# T: z/ o# Y }" L9 ]: gwall—slab structure 墙板结构(2)
( t) ]4 X9 ]$ q& mwarping 翘曲(40)，(71)
% g8 N2 E! h2 f: |warping rigidity of section 截面翘曲刚度(19), t/ C# g' F. \( x
water retentivity of mortar 砂浆保水性(48)
0 @; v- o; ^9 Gwater tower 水塔(3)
) O8 L, t4 w, N2 o D3 O, g8 Uwater／cement ratio· 水灰比(3g)
+ m: @% T# i# M, yweak axis· 弱轴(56)6 a9 ?# o- g$ E9 D
weak region of earthquake—resistant building 抗震建筑薄弱部位(9)' N; ~! B- A9 ?+ A: M# o6 t
web plate 腹板(52); J% |+ A; O @( |* O! d
weld 焊缝(6[))
1 V3 L, Y: g% \ v* P! Zweld crack 焊接裂纹(62)
. Y5 n) B* U8 w" x) b+ Q; S5 eweld defects 焊接缺陷(61)2 U1 b% e4 I2 b& C0 ?0 F6 u
weld roof 焊根(61); Q; v, K) ~$ t' _% w
weld toe 焊趾(61)4 h8 T% Y ~% p; i. z6 l0 D& B
weldability of steel bar 钢筋可焊性(39)
' k" t ]" G$ P- I; i, Ewelded framework 焊接骨架()2 B4 Y5 Q- F Y- f* r( e' [
welded steel beam 焊接钢梁(
. z T, q' ^/ r" L owelded steel girder 焊接钢梁(52)6 x% [" {! L( e# Q5 e
welded steel pipe 焊接钢管(54)
. x" v6 b4 O/ V3 _9 S) g0 O4 D( B6 G' ]welded steel strueture 焊接钢结构(50)0 ]8 f" S, n5 P" S) C G! G
welding connection· 焊缝连接(59)& `. {. _' L3 w) q2 o6 ~
welding flux 焊剂(54)
. K7 J# A V, V2 w$ Gwelding rod 焊条(54)
" v' z& J$ u5 C+ P" g7 E9 iwelding wire 焊丝(54)
% g8 Q+ k" r# y" K! q* kwind fluttering factor 风振系数(16)% r2 H# I2 o1 r/ \/ g
wind reference pressure 基本风压(16)
! f0 l$ {7 B: F/ Q$ I$ X$ p, h$ Zwind—resistant column 抗风柱(?)
: h0 f/ n2 ~# e% lwood roof decking 屋面木基层(64) R; d4 y3 R, x' L2 \
Y
8 y! Q) U$ p. Hyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)" ~, M( e% R4 c' P
Q$ _5 @7 n9 j6 S# o# v
————————————————————4 r' C9 N$ K9 A: d
! O. v. n; {4 u常用的景观英文
/ ]0 ]$ y2 |( \, X7 M8 c; J- u, R! y2 _( T0 M; {
1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
7 Y, e* f! U) t4 o, h2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) & L6 s6 c; p# }1 C' c9 e8 f( r
3.商业中心入口 ENTRANCE TO SHOPPING CTR. 6 k/ @7 N1 n& ~( Q- t% S
4.水景 WATER FEATURE 7 |" W N# x% Q# X$ q! \
5.小型露天剧场 MINI AMPHI-THEATRE
+ S; f* B- Q/ s( t& |' a6.迎宾景观-1 WELCOMING FEATURE-1
+ K6 ]9 m4 L# S) d6 L4 o( e7 B3 e* E7.观景木台 TIMBER DECK (VIEWING) z# E! G" S8 B+ U- t: A
8.竹园 BAMBOO GARDEN 5 q7 Z% e# w/ E: r& J1 B6 d- w7 I
9.漫步广场 WALKWAY PLAZA
" A e# f# E, f8 M10.露天咖啡廊 OUT DOOR CAFE
7 Z1 L6 \* |# a11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2
5 Z2 T1 u) y( o+ z( f* h12.木桥 TIMBER BRIDGE 7 y w# y# |; v5 X& }
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE
3 D7 f0 R4 I* S# u14.吊桥 HANGING BRIDGE + i6 ~/ n: W x9 L4 X
15.休憩台地(低处) LOUNGING TERRACE (LOWER ) 8 }% K0 T: g) G9 k/ s7 Q
16.休憩台地(高处) LOUNGING TERRACE (UPPER ) 3 G1 g1 Z" c9 ~; l' u
17.特色踏步 FEATURE STEPPING STONE
6 `5 \; k! \' o b5 i6 `18.野趣小溪 RIVER WILD
L; O2 y$ @% Y+ p# l0 s- R8 b; Q' \19.儿童乐园 CHILDREN'S PLAYGROUND 3 p T ~6 \, ^, @6 y' r7 z
20.旱冰道 SLIDE
+ B# X/ B& R2 R! K5 [- S4 [. O21.羽毛球场 BADMINTON COURT ) Y: w: V. N6 E1 u$ M9 \
22.旱景 DRY LANDSCAPE / B& N( [; J6 H
23.日艺园 JAPANESE GARDEN 2 l$ I3 U; h0 U
24.旱喷泉 DRY FOUNTAIN 5 W. l& |% G+ e- k
25.观景台 VIEWING DECK
) w# Z$ A9 s# y26.游泳池 SWIMMING POOL $ B1 W& S% K0 M/ D& T! x: L
27.极可意 JACUZZI
$ S) e( i. e( d5 `+ x28.嬉水池 WADING POOL " U* ^; \& |/ i
29.儿童泳池 CHILDREN'S POOL
4 C& @, @/ Y' p; T& ~30.蜿蜒水墙 WINDING WALL
6 X9 R: Q, J1 j; o+ Q5 C31.石景雕塑 ROCK SCULPTURE / f0 F7 N1 z$ G9 H
32.中心广场 CENTRAL PLAZA
# W4 `$ [4 Z s0 b33.健身广场 EXERCISE PLAZA & w4 L' W. Z+ V$ k
34.桥 BRIDGE
, _5 y- r' o0 i6 C35.交流广场 MEDITATING PLAZA* R6 O* E9 l0 J0 Y* {) N) q; F" k" Z
36.趣味树阵 TREE BATTLE FORMATION
' ?. k5 W( J% R2 g$ z37.停车场 PARING AREA
; B$ p# Z4 F1 f38.特色花架 TRELLIS
$ @/ F% S# G$ R( z9 |" V39.雕塑小道 SCULPTURE TRAIL
- w/ N7 X) q7 Z$ q2 O. f) V40.(高尔夫)轻击区 PUTTING GREEN 4 Q" E& o, P/ G; l" g4 m/ t% p# H
41.高尔夫球会所 GOLF CLUBHOUSE / u* W9 g) X" o2 b& H) _% {
42.每栋建筑入口 ENTRANCE PAVING TO UNIT 5 t, I6 i0 \& g1 o% _$ Q
43.篮球场 BASKETBALL COURT 1 k8 Y9 c1 V5 X! M2 C' |
44.网球场 TENNIS COURT1 m$ \; O* M1 a) ?( B& i' ?' [
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
3 U r I2 _, h W- c( b2 N" [46.广场 MAIN PLAZA
# y# s$ H `4 p* M! F I47.森林、瀑布 FOREST GARDEN WATERFALL # j$ [0 p+ b, ]8 U
48.石景园 ROCKERY GARDEN
5 `: L$ q& r0 T! k49.旱溪 DRY STREAM $ T# ~/ F+ d" V0 K1 e7 W# a
50.凉亭 PAVILION : k% `% {5 v: G( R/ u+ M* _9 r
51.户外淋浴 OUTDOOR SHOWER
7 }, g! u; w/ @! @3 o( i3 L52.拉膜结构 TENSILE STRUCTURE
5 @0 H4 f4 f7 ~( U1 v/ b9 i53.台阶 STAIR # x) u5 q3 S5 @* Q5 G
54.高尔夫球车停车场 PARKING ( GOLF CAR )
$ T3 K. {7 b' d# ]55.健身站 EXERCISE STATION
) I3 a3 t8 w; F0 X' D$ L+ e56.晨跑小路 JOGGING FOOTPATH 0 D W9 r0 ?; _9 E! y
57.车道/人行道 DRIVEWAY /SIDEWALK
6 l% b2 J5 u* ?+ d" @3 ?58.人行漫步道 PROMENADE ' H# o8 k, S. r# K6 {5 ]
59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
" N) U) D: ~" \5 ?60.特色入口 ENTRY FEATURE 4 @' R5 {/ T- f, _: R
61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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