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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 % P2 p4 f& k5 v5 I- v
1 `1 s, r( u1 G2 l
分享，攒RP考试用
0 e6 f5 l. }5 ]+ Q不知道大家需要否，一层层贴吧:loveliness:
+ r# K; {& @. m1 U \/ @9 ?* u————————————————————
$ N6 c$ _6 [: h+ A常用的建筑词汇) T; [0 }8 n' r9 s$ e
+ ]( o/ q# d) O- G6 W" n& _1 FA
9 a, T$ T" n- Xacceptable quality 合格质量
4 N& l) k& b- a2 [ U% }acceptance lot 验收批量4 x; ]' t8 }8 H4 N
aciera 钢材
0 h- C" ]! O6 r( x& e% sadmixture 外加剂
) G8 A | Y2 }. x# H9 bagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数, y, T7 t. v" M8 f7 W( c6 x* O# U
aggregate 骨料
8 e) B1 k& |# A) N0 b5 }air content 含气量+ f0 y; A3 [' u: i+ n3 U
air-dried timber 气干材
1 b# N; K/ J$ h$ Y! vallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比( Y7 s! c- b7 E3 I; C% K
allowable slenderness ratio of steel member 钢构件容许长细比+ U. h( g7 P" S+ V
allowable slenderness ratio of timber compression member 受压木构件容许长细比 h/ F1 v" Y3 j# T% ^& F* R4 n5 J+ o
allowable stress range of fatigue 疲劳容许应力幅8 J7 M$ S) i, o$ z) m
allowable ultimate tensile strain of reinforcement 钢筋拉应变限值
, [7 \" P6 ]* @4 w6 Y, Qallowable value of crack width 裂缝宽度容许值
2 X" r% }( j" G6 f6 A7 _* p1 k/ Aallowable value of deflection of structural member 构件挠度容许值
4 Y1 ] C: G q& r( M$ n; d. X xallowable value of deflection of timber bending member 受弯木构件挠度容许值/ p- w1 T: ~; m O
allowable value of deformation of steel member 钢构件变形容许值. N: P, {" `( j
allowable value of deformation of structural member 构件变形容许值
% m5 h+ W7 M: Z+ \: |( Vallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值' @3 s5 I; y( ~6 J
amplified coefficient of eccentricity 偏心距增大系数! i' F# G. C) Z3 D9 |8 ]
anchorage 锚具
. x2 h: I4 K% E# H6 |anchorage length of steel bar 钢筋锚固长度
# u7 T+ j+ L' G3 r9 o7 Mapproval analysis during construction stage 施工阶段验算6 h7 p% e4 z" S$ B: B
arch 拱) ?( O4 S# P% V- _2 T" w/ j. o
arch with tie rod 拉捍拱) e; V: _! @6 q8 }8 n& D
arch—shaped roof truss 拱形屋架/ q0 _5 j2 A, v
area of shear plane 剪面面积* x& {: W4 n9 d8 T1 N1 g
area of transformed section 换算截面面积0 L9 B) ^- J0 S) V
aseismic design 建筑抗震设计
9 L3 _; Q7 @9 Q2 x' y' Hassembled monolithic concrete structure 装配整体式混凝土结构* V+ R$ b9 I" s/ `5 o: u
automatic welding 自动焊接- P7 O _7 j' ^( ^
auxiliary steel bar 架立钢筋7 I* N9 H/ |* z3 A' M! Q
B * |, ~# m0 {, A6 k; L+ Y
backfilling plate 垫板
9 M' Q% e# _8 S$ ^' m/ R; \balanced depth of compression zone 界限受压区高度
/ L/ B6 O; S- W0 }0 c& {balanced eccentricity 界限偏心距5 i2 U/ R0 q2 {6 Y3 Y- Y6 }
bar splice 钢筋接头! z0 y% D* p, V- N4 T( j# f
bark pocket 夹皮" n. e6 v: X3 J) W
batten plate 缀板
; C* F' U# w6 ~* Gbeam 次梁
: w' M7 O( `0 \% ^" T( o2 ~bearing plane of notch 齿承压面(67)) [3 ~6 V/ n' W+ N6 F
bearing plate 支承板(52)
( m' h) {' n v+ X) Dbearing stiffener 支承加劲肋(52)
& A$ z- |: W* V! \; Nbent-up steel bar 弯起钢筋(35)
3 z8 [" c3 m9 |- L6 a3 d) p7 @3 Jblock 砌块(43)
+ j% q& H: V0 e5 z! k4 }& gblock masonry 砌块砌体(44)
3 m, y+ w1 N6 `7 Gblock masonry structure 砌块砌体结构(41)8 Y }7 N% t) E- D
blow hole 气孔(62)
) H: g# g' Y, x9 Bboard 板材(65)
" m Y4 O1 B* j1 t; ^# a+ T2 sbolt 螺栓(54)& N- P7 |$ w6 B& l. I. ^# x0 |
bolted connection (钢结构)螺栓连接(59)
* U0 P2 C) R8 k, n2 G# Ibolted joint (木结构)螺栓连接(69); O7 E# \8 @9 f# C4 H
bolted steel structure 螺栓连接钢结构(50)5 I+ h" t' m% `! @7 q( q, J; U
bonded prestressed concrete structure 有粘结预应力混凝土结构(24)7 P. f( l6 }. Q- C
bow 顺弯(71); L7 m; p1 Y Z& Q+ m6 O$ y
brake member 制动构件(7)( o: ]# m- |- v2 H, \
breadth of wall between windows 窗间墙宽度(46): [, ]- K+ ~* H9 u* r, @% s
brick masonry 砖砌体(44)5 c' H8 T3 _" r; v: Y' g( G
brick masonry column 砖砌体柱(42)
S9 Z# M1 i; S4 H+ ]8 qbrick masonry structure 砖砌体结构(41)
; T5 Y. x, q! j7 `5 dbrick masonry wall 砖砌体墙(42)6 ^- U {* X+ R, [ s& O5 g
broad—leaved wood 阔叶树材(65)7 t! P) K' L6 t# L* h9 h
building structural materials 建筑结构材料(17) L% }8 z/ C3 Z/ I! W8 q: S" N
building structural unit 建筑结构单元(4 f* N7 c6 a- U: Z) W2 C* M) n# M
building structure 建筑结构(2$ H* ^* y) T. w* v
built—up steel column 格构式钢柱(51
% Q( _! L/ p# H! o0 y9 B+ Bbundled tube structure 成束筒结构(31 C$ i7 ~' F D' o' e' N
burn—through 烧穿(62. t L; ?, u. h8 {& t+ d
butt connection 对接(59$ i. g N, J* h3 b& w7 \
butt joint 对接(70)( e* c* \7 X9 Y& e' |$ A
butt weld 对接焊缝(60)
$ {& [3 v2 j: n# d! |- MC
s& z3 S/ T( ?' K$ Icalculating area of compression member 受压构件计算面积(67)
/ A- H; ?- D/ R2 Gcalculating overturning point 计算倾覆点(46)8 E2 a9 O" k# c0 e; v% @( z
calculation of load-carrying capacity of member 构件承载能力计算(10)5 i* J, Y+ ~! s' V
camber of structural member 结构构件起拱(22)
+ M h" e5 w2 ^* l" Ycantilever beam 挑梁(42)/ x4 L4 K/ I' d1 r+ v N
cap of reinforced concrete column 钢筋混凝土柱帽(27)
$ r1 u% V" k6 {8 X: j& V) N. R: R, kcarbonation of concrete 混凝土碳化(30)
7 a# C# D8 }" S3 Y: K" k2 ycast-in—situ concrete slab column structure 现浇板柱结构% O, E3 |0 h) ~8 J; H
cast-in—situ concrete structure 现浇混凝土结构(25)
. L0 U+ W+ g5 f5 d ~# C2 rcavitation 孔洞(39)3 J* N; E) M5 J% S2 m. W8 j0 i
cavity wall 空斗墙(42)0 Q! s0 u( T* l, P; F0 X
cement 水泥(27)
m* U4 E; ~+ scement content 水泥含量(38)
- Y6 p* v6 d, Scement mortar 水泥砂浆(43)
+ S+ J! G$ c3 O- Y Wcharacteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)! j7 M, U/ a8 Q2 z5 n y
characteristi cvalue o fwindload 风荷载标准值(16)- S7 W# ^& o5 W* {% M. p
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)6 r* ?. T" p- T% Z- w- ]
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)7 X8 u, K; D8 H! v& X- c
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)) _, @9 X. E3 ?
characteristic value of earthquake action 地震作用标准值(16)
' O+ D* [* r' x2 }- W7 H& xcharacteristic value of horizontal crane load 吊车水平荷载标准值(15)0 e5 @* a* B8 `
characteristic value of masonry strength 砌体强度标准值(44)
9 v& }! L5 S/ u' r, c {0 }* Xcharacteristic value of permanent action· 永久作用标准值(14)- u' I0 _* u& q" }, j# L! ]8 X! g f
characteristic value of snowload 雪荷载标准值(15)5 o# o. U: i) t9 B0 r- r4 ?8 Z9 S
characteristic value of strength of steel 钢材强度标准值(55)
@+ F' [, ]; `% t4 Z# Jcharacteristic value of strength of steel bar 钢筋强度标准值(31)8 y6 ~2 `- C, A# P
characteristic value of uniformly distributed live load 均布活标载标准值(14)
( S" f! Q/ [3 X8 R# x0 f: ~5 j4 dcharacteristic value of variable action 可变作用标准值(14); Z2 ]5 R3 t( M
characteristic value of vertical crane load 吊车竖向荷载标准值(15)
) d1 S. l: W2 W8 I# ccharaeteristic value of material strength 材料强度标准值(18)4 K) i! [4 ^' }9 E+ x! X) ~2 `$ q% y
checking section of log structural member·， 原木构件计算截面(67)+ x: y5 ^" M. P8 o7 T
chimney 烟囱(3)6 }; b. G& e. D$ ?, Y
circular double—layer suspended cable 圆形双层悬索(6)' z% [7 i' ?, d2 a) J
circular single—layer suspended cable 圆形单层悬索(6)0 M/ n2 s# T' u% V0 Z# Y0 K$ `
circumferential weld 环形焊缝(60)
$ Q+ Y# w: o: T5 K) C6 B/ Y% xclassfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9). m8 W' N! a8 X& o( p' W# h
clear height 净高(21)
3 m- g$ g# n2 X5 z& }, ? o7 D: pclincher 扒钉(?0); `# \8 u( X' }5 x4 L
coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)2 W9 {0 I+ _5 d& U' H
cold bend inspection of steelbar 冷弯试验(39)8 o/ r7 ?) ~+ r2 J m* Z
cold drawn bar 冷拉钢筋(28)
, J0 L# x( z4 p' t+ v& icold drawn wire 冷拉钢丝(29)
: ]7 V! F, o. v+ M9 D7 i- J- ecold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)2 I+ `( s/ t' Y' G
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
9 N2 `! ~7 U5 Y0 p8 ~$ q. U) vcold—rolled deformed bar 冷轧带肋钢筋(28)6 ?) } k A7 S- w
column bracing 柱间支撑(7); G. w8 \9 m+ J s* h+ Z
combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
* h6 L3 C8 X8 f$ P. Ncompaction 密实度(37)
6 `, k% Y8 J1 d8 Xcompliance control 合格控制(23)
5 ^! [# B5 X0 F9 [, x- [+ M& dcomposite brick masonry member 组合砖砌体构件(42)
" M) @- ?4 T, d+ h) i, ?- r6 Wcomposite floor system 组合楼盖(8)
" K P, q% X D3 s! v1 Fcomposite floor with profiled steel sheet 压型钢板楼板(8)
. S8 r+ M+ }( h* icomposite mortar 混合砂浆(43)) M& c3 P: k4 J9 r D |8 Z" I
composite roof truss 组合屋架(8) ~$ V3 K6 h$ q- N6 g7 u5 ?
compostle member 组合构件(8)/ a- @6 Y" _3 Q
compound stirrup 复合箍筋(36)
& O m+ j) @+ M2 f$ o$ y" {compression member with large eccentricity· 大偏心受压构件(32)3 p, c' J- l* J' w% x% m
compression member with small eccentricity· 小偏心受压构件(32)
1 k& U2 ]' ~( ^+ Bcompressive strength at an angle with slope of grain 斜纹承压强度(66); f- c: F1 b9 \
compressive strength perpendicular to grain 横纹承压强度(66)
/ X7 A- [7 v+ J* e" L pconcentration of plastic deformation 塑性变形集中(9)4 P* K$ _: {- Z" [
conceptual earthquake—resistant design 建筑抗震概念设计(9)
, E( C3 h/ v: p4 \& S) ^5 lconcrete 混凝土(17); q9 z m* R* ^. R i
concrete column 混凝土柱(26)
, |0 w8 D) Y/ z( W4 n$ Econcrete consistence 混凝土稠度(37)9 H+ w2 W {6 H. L
concrete floded—plate structure 混凝土折板结构(26)
1 K) y) E# z2 u f5 econcrete foundation 混凝土基础(27)
/ z( Y9 O. n! I u8 ~4 n" gconcrete mix ratio 混凝土配合比(38)
4 y$ R4 i" w+ \concrete wall 混凝土墙(27)
% x. r# a0 z3 N/ A9 Qconcrete-filled steel tubular member 钢管混凝土构件(8)3 V0 h# ]1 j! A" E/ E, v
conifer 针叶树材(65)
% I3 p: H8 P: @coniferous wood 针叶树材(65)- r! B h5 h% j- u2 X% I$ h
connecting plate 连接板(52)/ G8 X0 e) J6 b' \- y
connection 连接(21)
: C% E" y( b: s5 u. o! g. s8 yconnections of steel structure 钢结构连接(59)
; u+ Y T5 X: l4 G: J( |) ?- Pconnections of timber structure 木结构连接(68)
3 @% _+ ~" C5 A8 Mconsistency of mortar 砂浆稠度(48)
7 _, q6 k, N: ^constant cross—section column 等截面柱(7). w/ p; J8 D: U+ `! T0 W7 M
construction and examination concentrated load 施工和检修集中荷载(15)$ J9 g+ U/ ?( n' ]. g# Y
continuous weld 连续焊缝(60)$ p" W6 o9 X4 a( |$ }. ? _4 a
core area of section 截面核芯面积(33)
- c' k8 Q, H; f8 K, r) |. ~, t+ Icore tube supported structure 核心筒悬挂结构(3)
$ z- W+ {* S8 s+ ?0 T( `# y8 Xcorrosion of steel bar 钢筋锈蚀(39)
7 q/ g4 ?% V& Ucoupled wall 连肢墙(12)
5 T( x+ L s" x7 M J, d* Dcoupler 连接器(37)
' f/ Z2 K; K; N' L4 r8 Ccoupling wall—beam 连梁(12)" h8 Q+ N) x+ j# }" C; c( _- _
coupling wall—column... 墙肢(12)
! C' E# s7 f3 qcoursing degree of mortar 砂浆分层度(48)2 d$ g& z2 \8 q- H
cover plate 盖板(52)
1 U6 `$ T5 ^7 Q, scovered electrode 焊条(54)& b3 p& g& y* Y- d
crack 裂缝(?0)9 ]/ E1 }' ^# a; h3 [% {
crack resistance 抗裂度(31)5 F H5 X, T# E% t- ]3 n
crack width 裂缝宽度(31) Y) |0 J/ R9 L3 ^% v( s
crane girder 吊车梁(?); E: x8 I9 O: w; ~
crane load 吊车荷载(15)
; v' R% {- {5 @, _creep of concrete 混凝土徐变(30) @+ y0 ^, X1 O0 @ u2 o/ R
crook 横弯(71) e# E3 g* J' I% _3 K+ l
cross beam 井字梁(6)
. n' A N" \: D" N5 t# l$ ]cup 翘弯
p L/ C7 C8 Z: b) F# P: K+ d$ Ucurved support 弧形支座(51); w6 H; o k8 C0 R1 A8 E! a9 [
cylindrical brick arch 砖筒拱(43)
, m. F" S# w5 _4 L- yD # C; F) K$ ^# T W2 C5 a& N% o p" A
decay 腐朽(71). O- K: C w4 F1 n
decay prevention of timber structure 木结构防腐(70)4 _$ o& Q* i7 {2 m. ?
defect in timber 木材缺陷(70)3 A3 ^) S% N! m6 {: N3 h ] B
deformation analysis 变形验算(10)
# O$ ~. z% ], s: Z4 qdegree of gravity vertical for structure or structural member· 结构构件垂直度(40)
' U2 `1 R7 h p7 j# b" wdegree of gravity vertical forwall surface 墙面垂直度(49): b$ h \' Q3 }/ N1 d$ N5 l
degree of plainness for structural memer 构件平整度(40)2 y1 D. h7 X5 b& X
degree of plainness for wall surface 墙面平整度(49)
; |1 w: ^' G3 l! R$ C5 H9 @depth of compression zone 受压区高度(32)! u. o4 ^$ h) R: m9 N
depth of neutral axis 中和轴高度(32)- D* ?3 t( e( B- Y' n
depth of notch 齿深(67). s, ^ X+ ]( @; O
design of building structures 建筑结构设计(8) ~7 B% Y* C6 d3 [* o: \
design value of earthquake-resistant strength of materials 材料抗震强度设计值(1
q! W6 b5 P$ D/ T$ gdesign value of load—carrying capacity of members· 构件承载能力设计值(1# ]0 K5 Q- @ O# k) W
designations 0f steel 钢材牌号(53
- W4 d* W' R" f2 jdesignvalue of material strength 材料强度设计值(1; f8 d- e: l. F( n/ \
destructive test 破损试验(40
) l% C$ P- M$ X% v* b! ^& ~( `& a8 ldetailing reintorcement 构造配筋(35
+ X# L" b. J# Qdetailing requirements 构造要求(228 Q7 z3 a8 w' @& x
diamonding 菱形变形(71)8 B7 \3 m! k5 h" K& [8 w$ G3 J
diaphragm 横隔板(52+ l8 c1 R6 f% {
dimensional errors 尺寸偏差(39). b: y4 C1 _7 h$ [2 d
distribution factor of snow pressure 屋面积雪分布系数
% p2 ^ Q% u% W5 m" d0 W! N& Udogspike 扒钉(70)
9 H; Q! D" c! V& O U* I( f; d( Wdouble component concrete column 双肢柱(26)
- K2 r8 S$ Z3 w, p' Tdowelled joint 销连接(69). \0 U3 @/ p [5 w
down-stayed composite beam 下撑式组合粱(8), J. ?% x3 f; L; T. e
ductile frame 延性框架(2)1 @7 U# c) ~6 F' j- c
dynamic design 动态设计(8)
& n7 a- b" E9 ?$ tE 8 b3 i6 f) V" ~* ~: h# N3 b
earthquake-resistant design 抗震设计(9：
* ?: x6 M0 E5 k; nearthquake-resistant detailing requirements 抗震构造要求(22)$ u' x: q( d6 S, i
effective area of fillet weld 角焊缝有效面积(57)+ B- ?/ l" ?& F, Z! E; V
effective depth of section 截面有效高度(33)( `: e- ]% e# {& {
effective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57) F# q/ j0 A+ S8 T; ?
effective height 计算高度(21)
9 |% i- M6 {3 \8 d7 v8 M( F( j, Feffective length 计算长度(21)
6 q1 r& K" i; ]# c9 @9 G8 seffective length of fillet weld 角焊缝有效计算长度(48)
6 e5 X0 `# \0 t2 j$ R. o n2 eeffective length of nail 钉有效长度(56)
6 u" x+ z/ b; o5 Geffective span 计算跨度(21)0 n5 g& s4 _; ~8 A$ r8 E: v, ] Q
effective supporting length at end of beam 梁端有效支承长度(46)! e+ y3 x% Z' E. T' I
effective thickness of fillet weld 角焊缝有效厚度(48)
9 [: A. i9 l- P2 Q+ y& U6 M# eelastic analysis scheme 弹性方案(46)
- ~/ f# u" J; w0 Ielastic foundation beam 弹性地基梁(11)( g7 d6 L( |$ M& t: J
elastic foundation plate 弹性地基板(12)
6 s4 J- k* }0 h3 gelastically supported continuous girder· 弹性支座连续梁(u)4 v3 u* b" u; q! G
elasticity modulus of materials 材料弹性模量(18)
( m) `1 ?1 r3 d8 h, ?elongation rate 伸长率(15)! D; @( O9 ?2 K. _5 [, s. c {
embeded parts 预埋件(30)
% e/ w% }4 D2 q8 Henhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)% o9 J5 [7 V- j8 T+ U
entrapped air 含气量(38): ^0 Z& Z1 w$ C$ w% a' G
equilibrium moisture content 平衡含水率(66)' [+ d5 Z1 K4 i+ w
equivalent slenderness ratio 换算长细比(57); ]& ~% S( S) S, t( `. Q
equivalent uniformly distributed live load· 等效均布活荷载(14)' n o( W, B) \. `" i
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)$ ^* C2 R- z" [4 R/ L& K2 W6 R
ettectlve cross—section area of bolt 螺栓有效截面面积(57)
8 A' C: F+ X9 L6 u t3 Neuler's critical load 欧拉临界力(56)) }1 q( ^9 G' \1 `/ q+ }
euler's critical stress 欧拉临界应力(56)
3 a! c+ h! ]* u3 x2 R- e1 xexcessive penetration 塌陷(62)
5 f# k( s! |# i5 m$ `F / H: s2 N P+ K1 p' _, o
fiber concrete 纤维混凝仁(28)2 M8 t8 K1 b- |. a- {
filler plate 填板门2)
) @9 Q8 i" \* I( q) t/ v) @' a4 Cfillet weld 角焊缝(61)/ D6 U+ R/ @; \0 _6 b
final setting time 终凝时间()8 k, M$ a/ }) O d1 S) t
finger joint 指接(69)
7 G) I% J1 a$ [* r+ E7 t& t* ufired common brick 烧结普通砖(43)
8 U0 ?1 k% d% q2 W+ G9 K, ]1 B2 rfish eye 白点(62)
! P+ K3 r: Y: m# G! Vfish—belly beam 角腹式梁(7)! d, x& B! M3 f8 I+ P% K
fissure 裂缝(?0)
x4 j7 d- Q* P) q9 x& Jflexible connection 柔性连接(22)6 o- P3 C. l- @ ~/ ^% R
flexural rigidity of section 截面弯曲刚度(19): }3 B) J8 t+ a; y* E
flexural stiffness of member 构件抗弯刚度(20)
) z0 |: Q+ \8 v" U& \5 j4 zfloor plate 楼板(6): s: n; v& ]7 m. n$ l( T @. B
floor system 楼盖(6)/ M$ ~' h5 S# y. i
four sides(edges)supported plate 四边支承板(12)8 a @3 Y0 e. q* C3 R6 {3 r4 g; W
frame structure 框架结构(2)
! g& J0 p- |& D, n# j" W. rframe tube structure 单框筒结构(3)
6 ~/ A7 l O7 t2 [7 n- Xframe tube structure 框架—简体结构(2): J/ }* [ j+ a# _0 J' |
frame with sidesway 有侧移框架(12)
; r# v3 D# ?; I; Uframe without sidesway 无侧移框架(12)# t1 ~: I- p9 S4 [7 u
frange plate 翼缘板(52)# ^2 y; V5 Z" Y* G( }
friction coefficient of masonry 砌体摩擦系数(44). Z! y v/ h1 ^5 F- e) s n
full degree of mortar at bed joint 砂浆饱满度(48) l/ L/ T2 ~4 @# Y
function of acceptance 验收函数(23)3 [; B2 i T0 y _5 B( B
G
- S$ J7 {9 R" S! ~2 w0 Ngang nail plate joint 钉板连接()
/ v/ I- U( ~( Xglue used for structural timberg 木结构用胶
; e. |( C f' Y# e% Sglued joint 胶合接头
/ m' s& o! c4 t {# R6 c2 ]4 Yglued laminated timber 层板胶合木(¨)
# [& S9 u7 ` e3 e) I7 Mglued laminated timber structure 层板胶合结构‘61)
# @) D, ^& w, s; \grider 主梁((㈠
) d; |6 p) ^! _! xgrip 夹具
" M( P7 n4 x* ^3 Q6 [! |! [. Y8 K$ Egrith weld 环形焊缝(6÷))' [- q1 G H2 V% @# H* I5 T! l
groove 坡口
) M, P t4 `: R( `, K, Jgusset plate 节点板(52)4 {8 ^* Z+ B2 x" g1 Z% G$ p
H ; ^; v9 ^2 C( o& t
hanger 吊环
. ^, ^$ C6 w8 J& ~. B- v; @1 ]9 h* Ehanging steel bar 吊筋
- h$ n! e1 P: d7 k$ n- sheartwood 心材
8 {, | _# a; x" h; C7 J7 Z4 ?heat tempering bar 热处理钢筋(28)' J9 f0 r7 ~7 |3 D5 J
height variation factor of wind pressure 风压高度变化系数(16)
4 w9 [7 s9 F. o9 \" I ~, l, H+ \heliral weld 螺旋形僻缝+ ]* b8 b; ~- O t6 E1 t
high—strength bolt 高强度螺栓
- M4 O; T7 J0 M) Qhigh—strength bolt with large hexagon bea 大六角头高强度螺栓
4 s' M7 }0 g5 `2 s2 ~high—strength bolted bearing type join 承压型高强度螺栓连接，; a; O8 [% {' K4 P
high—strength bolted connection 高强度螺栓连接
; @% ]+ X: v" S3 Shigh—strength bolted friction—type joint 摩擦型高强度螺栓连接/ F. o( ]1 Y7 X) b+ K
high—strength holted steel slsteel structure 高强螺栓连接钢结构
7 j/ a: y m3 K: `. Hhinge support 铰轴支座(51), Q+ k. G' @1 c$ ~; n$ X
hinged connection 铰接(21)
" C7 w( o* @7 R% y" Ihlngeless arch 无铰拱(12)
0 e' W3 i" e' o4 Rhollow brick 空心砖(43)
3 l! n L/ u$ @5 shollow ratio of masonry unit 块体空心率(46)
+ e) _& r* e; l8 ahoneycomb 蜂窝(39)
& q. U7 h1 r2 lhook 弯钩(37)- @6 V/ a! U* s5 Z. g; W) y- W
hoop 箍筋(36)
6 e% k3 e# `' D9 R% Q- G/ G8 w G, Khot—rolled deformed bar 热轧带肋钢筋(28)
# J* K z% Q3 rhot—rolled plain bar 热轧光圆钢筋(28)- N7 W! y0 V! |( |
hot-rolled section steel 热轧型钢(53). I! b8 `4 m9 b+ x2 W4 r1 N1 H
hunched beam 加腋梁(?)
6 m* S( B( h g ]/ c" C$ UI ) j' N( r4 J" B) A% `
impact toughness 冲击韧性(18)6 d; q' O1 @, ~$ V
impermeability 抗渗性(38)0 h* y# i) D' @2 ~! ]% _
inclined section 斜截面(33)
4 l) O: N* W1 m0 O/ }* K$ W5 }inclined stirrup 斜向箍筋(36): | m: O* W) J4 a" l: }; _
incomplete penetration 未焊透(61)
. ?) ^6 N8 m9 P2 j( u' q) |incomplete tusion 未溶合(61)& a( s9 {3 Y$ l# G
incompletely filled groove 未焊满(61)
% g; Y# o& O$ x" ]indented wire 刻痕钢丝(29)7 R! [1 T2 F8 P9 F$ v4 O
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)3 c) l5 N6 f6 y8 J
influence coefficient for spacial action 空间性能影响系数(46)6 \8 F% ?, I8 |( u' D+ @
initial control 初步控制(22)3 W1 o8 L* G7 s& a# h; M
insect prevention of timber structure 木结构防虫(?o)) O/ d* L/ S) A, R9 A2 p
inspection for properties of glue used in structural member 结构用胶性能检验(71)0 C7 W2 ?0 e* ^# J0 c# Q
inspection for properties of masnory units 块体性能检验(48)5 R6 n8 c( K0 I9 L/ B. P% u8 W, y
inspection for properties of mortar 砂浆性能检验(48)
0 F5 N3 l" d, Sinspection for properties of steelbar 钢筋性能检验(39)
) A* M8 n6 A3 q" V8 xintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)& t! l% x8 [( [ `
intermediate stiffener 中间加劲肋(53)
) D6 v" O; D) P3 ^, Iintermittent weld 断续焊缝(60)
- N- v2 i! b* U7 {. }* Z0 aJ ! a0 P/ U0 [. y6 F
joint of reinforcement 钢筋接头(35)
$ _0 _, q& D! n7 w# H' J$ ~K
; Y6 E" E+ G, _key joint 键连接(69)
! e6 t# ^8 j9 A2 b1 n! bkinetic design 动态设计(8)
4 c3 o$ z' i7 e, h4 vknot 节子(木节)(70)" P8 a* F# D" }& b
L
9 \) R3 L |- s5 ^! Placed of battened compression member 格构式钢柱(51): Q. ^$ o; G& V; |
lacing and batten elements 缀材(缀件)(51)* r Q4 w' v% p
lacing bar 缀条(51)! s, E6 a( |+ _2 M2 T4 i- T s! T/ @
lamellar tearing 层状撕裂(62) B1 m8 Z" W' _" |) T
lap connectlon 叠接(搭接)(59)
. u* y* R3 {- p3 Olapped length of steel bar 钢筋搭接长度(36)
; b$ v( b2 e4 q. k9 |( p ularge pannel concrete structure 混凝土大板结构(25)
8 x! t( b% D( R. {5 O) ~+ `large-form cocrete structure 大模板结构(26), I; m( d/ B+ A: L# m& q6 u
lateral bending 侧向弯曲(40)
; [) r% v( K* I( s# Q& Z' hlateral displacement stiffness of storey 楼层侧移刚度(20)8 U! P( I0 e, X$ t; v
lateral displacement stiffness of structure· 结构侧移刚度(20)
' ^ ?+ b' G" q1 t0 G5 `/ P" Jlateral force resistant wallstructure 抗侧力墙体结构(12)
9 y) M5 V4 g j4 ]' r# Q9 Q( a3 Tleg size of fillet weld 角焊缝焊脚尺寸(57); [0 i3 x, m/ I$ S, B, \ P8 `
length of shear plane 剪面长度(67)+ D" O6 x* E4 g; W( l
lift—slab structure 升板结构(25)# b& I! p) P+ R9 w$ |) P
light weight aggregate concrete 轻骨料混凝土(28)# q0 s9 Q. [! q/ Q9 _+ M
limit of acceptance 验收界限(23). `4 f* T4 Y m' f
limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
" ] A4 X, n* O9 S1 Zlimiting value for sectional dimension 截面尺寸限值(47)
; ]! l8 |- c; q6 g9 Vlimiting value for supporting length 支承长度限值(47)
" @) L9 o. e. Q) @+ H2 |limiting value for total height of masonry structure· 砌体结构总高度限值(47)
* @ O4 \% g% U1 P' e8 klinear expansion coeffcient 线膨胀系数(18)
1 a% A4 g+ q" I& E: Y4 Glintel 过梁(7), z5 S& l2 e G
load bearing wall 承重墙(7)
- \5 }( s1 g6 U$ Nload-carrying capacity per bolt 单个普通螺栓承载能力(56)
& K# r; g& G. U9 V3 _6 aload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)
5 h( I% I) n5 N& j8 f! Kload—carrying capacity per rivet 单个铆钉承载能力(55)
3 J( a" |& X. Dlog 原木(65)
$ ?, `0 L* w( Alog timberstructure 原木结构(64)
6 e- S3 X g& b/ g: T7 olong term rigidity of member 构件长期刚度(32)" P) v: R- ^# @$ D. W9 f: E
longitude horizontal bracing 纵向水平支撑(5)% @4 {5 j$ m0 d. y& M* \% \0 m% J
longitudinal steel bar 纵向钢筋(35)
$ m- n" A0 y- |' f blongitudinal stiffener 纵向加劲肋(53)# ]# |$ s% |+ m# @6 N9 d- |' q7 n1 w- @
longitudinal weld 纵向焊缝(60), |. j: @. {1 r
losses of prestress ‘预应力损失(33)# ~$ s) P; a8 v4 r9 K9 y* H$ X
lump material 块体(42)& Y3 @# l+ n2 r2 |1 C0 b( [4 r3 z
M % \3 u* V$ t+ u5 H' b' |) q* I) N
main axis 强轴(56)
8 _5 A4 m) d' i0 Q: @main beam· 主梁(6); \5 ]- E5 W( R% ^ x( x4 N9 W1 D8 i
major axis 强轴(56). u; e2 I4 O. [4 B* g7 W
manual welding 手工焊接(59)) |* ]+ L6 u' g& H
manufacture control 生产控制(22)
. E; D/ ^) @7 u, c' Kmap cracking 龟裂(39)
3 V8 z; _/ K/ w4 qmasonry 砌体(17)7 p; S6 }5 b. R
masonry lintel 砖过梁(43)2 o. m2 C* k. D- h) }
masonry member 无筋砌体构件(41)
H3 ^' ^0 i$ x' V. N( F Gmasonry units 块体(43) T, S, F9 X; a. B* d3 {1 n
masonry—concrete structure 砖混结构(¨)
3 v$ g6 d& e3 | pmasonry—timber structure 砖木结构(11)
3 ~) c F" t0 B0 k1 n' smechanical properties of materials· 材料力学性能(17)1 |/ c( G5 h; D, C; K
melt—thru 烧穿(62)
2 x- U; s z$ ?$ ^( M6 k; E6 W- ]1 q7 xmethod of sampling 抽样方法(23); N, a. A6 n7 S4 ~7 B
minimum strength class of masonry 砌体材料最低强度等级(47)
$ P& O: d. _' C" g) u& [/ Y( cminor axls· 弱轴(56)
7 E0 t2 H, _ A# C! |mix ratio of mortar 砂浆配合比(48)' s1 I4 P) W* q6 N4 s
mixing water 拌合水(27)
5 ]# ?( l; F5 w7 p# H2 j& Pmodified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)
5 ]. {! v. \3 `4 Hmodified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
& g0 a% W! Z, Q3 o8 Lmodulus of elasticity of concrete 混凝土弹性模量(30): Y, Q( h A3 I
modulus of elasticity parellel to grain 顺纹弹性模量(66) ?& l1 |2 u' L$ G' @* p6 k
moisture content 含水率(66)
4 f7 J) f& b9 g+ _: w$ v0 Rmoment modified factor 弯矩调幅系数& r8 t5 K/ X. P0 r
monitor frame 天窗架" s- ~, v" j, C$ G+ e
mortar 砂浆
% p9 w/ a2 R0 p. u6 q8 F1 J9 _multi—defence system of earthquake—resistant building· 多道设防抗震建筑
& [# [! F! u0 w! _' p/ m5 wmulti—tube supported suspended structure 多筒悬挂结构
4 v" |; M/ F" i9 o4 U3 [N
/ Q" O; b9 h) s( i5 Qnailed joint 钉连接，, O8 \( L. s1 t4 `4 h8 P
net height 净高l
4 W2 ?2 _) t4 W7 R/ p! A' bnet span 净跨度
' k/ }6 x/ p3 N4 Jnet water／cementratio 净水灰比
. f+ |7 Y- f" Q" i1 Q+ p0 `: Tnon-destructive inspection of weld 焊缝无损检验
: Z/ W) H% E. Onon-destructive test 非破损检验
3 Q' l2 d% ?) Xnon-load—bearingwall 非承重墙
& T! L. A$ N6 h; m4 R: {non—uniform cross—section beam 变截面粱9 J& q/ `, S1 N2 C+ E, `
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
8 b1 w1 W7 p# R" ]5 x) anormal concrete 普通混凝土
; e9 y5 Y0 T, ]7 R m2 ]normal section 正截面; k0 c! H7 D* G$ b6 ?8 |
notch and tooth joint 齿连接
! m. l* r4 n3 T' ^4 xnumber of sampling 抽样数量
4 A5 N# k$ u% F; w7 eO
5 Y4 G- m2 B8 J; o- Y: nobligue section 斜截面
" T+ D3 b' k/ C$ roblique—angle fillet weld 斜角角焊缝1 {, x u. c* B
one—way reinforced(or prestressed)concrete slab‘‘ 单向板
% v, I4 c& d- F6 d5 p( [! }5 r9 q0 Sopen web roof truss 空腹屋架，9 x$ i" y: U7 M+ I; b5 b8 C
ordinary concrete 普通混凝土(28)
* D. \4 N, p7 P& b) H9 pordinary steel bar 普通钢筋(29)6 t. p3 z7 X7 m' R7 c
orthogonal fillet weld 直角角焊缝(61): |/ x9 ~9 O: j* {
outstanding width of flange 翼缘板外伸宽度(57), Q" A+ [$ K- v* b: {7 ]( S' A
outstanding width of stiffener 加劲肋外伸宽度(57)2 _$ f/ ?) a8 H( W
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)- k; @* \/ h+ }2 a1 M- f
overlap 焊瘤(62)
4 l- ?# z; ^% ~( @3 f& R& a- Voverturning or slip resistance analysis 抗倾覆、滑移验算(10)
C6 I/ w; Y9 d& Q i3 PP 6 r0 x7 d. w9 M- ^2 a% x
padding plate 垫板(52)
0 A: Z1 E: u5 L& ^" @4 m5 }partial penetrated butt weld 不焊透对接焊缝(61)7 }7 K/ h/ r% ^% r# Q8 c& s. J+ a
partition 非承重墙(7)
$ `5 Q8 G% K N( E& _% X) E$ u- wpenetrated butt weld 透焊对接焊缝(60)
5 i9 Z: a5 o4 V4 `/ a% epercentage of reinforcement 配筋率(34)
+ h/ t: K' U$ ^8 Vperforated brick 多孔砖(43)6 `) @: k1 F2 m7 r. x
pilastered wall 带壁柱墙(42)
b1 _+ g5 F% t8 t9 C: Epit· 凹坑(62): r- j2 D: ]" | H8 ^8 A" ^
pith 髓心(?o)
5 l) e1 V! q [) M. o% p' kplain concrete structure 素混凝土结构(24)5 O6 d5 `2 c' D0 y
plane hypothesis 平截面假定(32)
! |1 |6 S# V! p3 g R' W9 r) l c5 X3 aplane structure 平面结构(11)
z3 M2 A; [% ]" f. ~& M. Vplane trussed lattice grids 平面桁架系网架(5)2 A, G& }9 v$ z3 a% i z3 a. f
plank 板材(65)
, k% w7 e& v! R6 c0 a0 Dplastic adaption coefficient of cross—section 截面塑性发展系数(58), g9 o+ Y7 o8 E+ S6 x
plastic design of steel structure 钢结构塑性设计(56); A8 ~4 p3 a- {( j$ H
plastic hinge· 塑性铰(13)
& b9 P. i& C+ fplastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
# w( G" U: l4 j- U6 X( m Xplate—like space frame 干板型网架(5)6 [. ? P3 A1 m# V
plate—like space truss 平板型网架(5)
$ V; T$ G: T4 y) Rplug weld 塞焊缝(60)& n. g/ e' i: o0 h+ F" i" a7 p! R1 V
plywood 胶合板(65)+ } Q; K+ v; `0 U( k. K+ }
plywood structure 胶合板结构(64)( B F4 r6 e0 s v9 A4 k% y
pockmark 麻面(39)
1 C3 h& _3 B: b' M. S( p5 ~, _polygonal top-chord roof truss 多边形屋架(4)4 P, X. K( B4 j7 N6 N! K2 q1 C- I' b
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)
+ b, j( f, Q0 G4 x9 r4 i# Eprecast reinforced concrete member 预制混凝土构件(26)& q; i+ R& r$ O/ c9 m
prefabricated concrete structure 装配式混凝土结构(25) T1 h3 M1 q) f+ k1 R
presetting time 初凝时间(38)% M+ s. J& I9 j# |8 X1 v
prestressed concrete structure 预应力混凝土结构(24)9 W& f$ u s$ C6 r
prestressed steel structure 预应力钢结构(50)
, Y1 j) \; X& \6 mprestressed tendon 预应力筋<29)& N& G! C6 s/ g* Y) r N8 ?
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)8 C9 n. U( N7 q+ I& W @
primary control 初步控制(22)
9 D: T8 l3 G2 y/ H9 z3 q' fproduction control 生产控制(22)/ p# ?/ {5 Q& d# S
properties of fresh concrete 可塑混凝土性能(37) u) }" P1 J( U d
properties of hardened concrete 硬化混凝土性能(38)
/ s3 i9 }# R/ ?( D8 l0 wproperty of building structural materials 建筑结构材料性能(17)1 K3 N4 q8 r3 p+ ?# t
purlin“—””— 檩条(4)' W! S: ~0 h# p! S% A, t
Q
2 v7 }( ~. _7 v- eqlue timber structurer 胶合木结构(㈠)( r' z' ~, G" O+ }0 Q, e
quality grade of structural timber 木材质量等级(?0); j+ ~0 Y) S& `4 q6 ~. i
quality grade of weld 焊缝质量级别(61)" }; T3 [0 I* s* I; L
quality inspection of bolted connection 螺栓连接质量检验(63)
) k( U& P! z, b5 B4 @1 cquality inspection of masonry 砌体质量检验(48); L4 v" ?# G* C
quality inspection of riveted connection 铆钉连接质量检验(63)3 _+ m8 U8 v! Z3 |- K( L1 V! c
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
: \, _7 |% K% F0 n |R L' }; s1 C2 \4 p/ B; }$ o" l
radial check 辐裂(70)1 q& C: @( r/ N5 s
ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)0 X7 l/ D- \( B J5 X5 o
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)2 U- B8 a+ Z, b2 ~; P( A3 ^
ratio of reinforcement 配筋率(34)
& x: J' `9 _" p5 cratio of shear span to effective depth of section 剪跨比(35) V, L S- e1 F) {' X4 I
redistribution of internal force 内力重分布(13): q$ b5 s+ p$ |0 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)
9 R4 [: t' {& H- ]# R; Oreducing coefficient of liveload 活荷载折减系数(14)
/ c+ c9 \ O: Y* ]reducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
2 \( x, l% |) G8 p: tregular earthquake—resistant building 规则抗震建筑(9)1 R V3 K" J) y8 L2 {: E
reinforced concrete deep beam 混凝土深梁(26). i7 R' b& r3 u+ q. Z+ j
reinforced concrete slender beam 混凝土浅梁(26)1 D" q. Q: ?2 W2 A5 r# a1 W( f
reinforced concrete structure 钢筋混凝土结构(24)
4 `+ {1 `# Y0 z4 g- O j9 V+ i6 Rreinforced masonry structure 配筋砌体结构(41)
7 N+ g0 ?4 F0 h# [+ e2 |reinforcement ratio 配筋率(34)
" B& b% w( O( kreinforcement ratio per unit volume 体积配筋率(35)
! _) K% s* t, `6 M) h: s# F8 Crelaxation of prestressed tendon 预应筋松弛(31)
2 g1 l/ [. D2 V$ E. ~representative value of gravity load 重力荷载代表值(17)
& m- c5 F$ E1 L! ?' O( cresistance to abrasion 耐磨性(38)0 |! a) n3 y5 @. G7 o3 F2 V
resistance to freezing and thawing 抗冻融性(39)
2 p$ E/ K3 u/ A; E! J( i0 [: n. presistance to water penetration· 抗渗性(38)
' u; _* x7 e% c9 i; m+ q5 |reveal of reinforcement 露筋(39)& b: ]/ \5 x9 [; j9 l
right—angle filletweld 直角角焊缝(61)) w( i" K/ y8 [- ]: d7 K
rigid analysis scheme 刚性方案(45)
. x5 j: S9 n- E# F0 ~rigid connection 刚接(21)1 ]2 p) [( e7 d( _ A0 `* C
rigid transverse wall 刚性横墙(42)
. W* `0 N. y/ Trigid zone 刚域(13)% L/ a- b3 p6 }/ t* C+ v
rigid-elastic analysis scheme 刚弹性方案(45)& o9 S" [" N/ U {, l/ d5 d; V
rigidity of section 截面刚度(19)
9 r0 E" p1 P* ~% e: h+ { V* n; Drigidly supported continous girder 刚性支座连续梁(11)
& e+ ]3 s# r/ `7 Cring beam 圈梁(42)( x0 Q, d+ ^- L' x8 z/ [
rivet 铆钉(55)
: t( n+ C- V; @* q; {1 lriveted connecction 铆钉连接(60)
! |' ~' ?3 S' X/ Ariveted steel beam 铆接钢梁(52)* t; O2 f, J) U3 F* ]% i' A
riveted steel girder 铆接钢梁(52)5 ?5 z3 j9 F) G# ^7 Q
riveted steel structure 铆接钢结构(50); F& c: U4 Q0 A' E% [& l- S
rolle rsupport 滚轴支座(51)
0 J i1 \. [3 Urolled steel beam 轧制型钢梁(51)
9 D e- d2 C4 h, u3 `: |) rroof board 屋面板(3)' {! p+ ]$ U; i P# D9 ~9 ^) f
roof bracing system 屋架支撑系统(4)1 ]) b, c, N- k/ m/ {4 C: g
roof girder 屋面梁(4)$ h0 F* r( c: ^% p u4 Y
roof plate 屋面板(3)3 c& P, Q" ]" ~
roof slab 屋面板(3)3 _+ x% O0 F! I* Q! f. }
roof system 屋盖(3)
# ^0 G4 _8 I; ?. [roof truss 屋架(4)( N2 S1 e" X- P* t; K! i7 H
rot 腐朽(71)
1 _. R5 Z' M! T' k. V# a' dround wire 光圆钢丝(29)" I" e/ s- A. r8 x' ]# R
S 4 C/ `: N1 ? s3 h* i) V- C. R1 z# n
safety classes of building structures 建筑结构安全等级(9). E, l8 B! R) [, p/ f
safetybolt 保险螺栓(69)* e$ M7 \- ~/ d/ ~ j8 R: a
sapwood 边材(65)6 S. ^6 \4 Y' ^3 M* b* r
sawn lumber+A610 方木(65)
7 ~7 \/ B( @5 `4 vsawn timber structure 方木结构(64)) P; c: p) P' p: T
saw-tooth joint failure 齿缝破坏(45)
/ ?$ s. L; K) q3 t' X! }scarf joint 斜搭接(70)$ e& Q6 I; `- B" l5 Z" Z/ g0 z
seamless steel pipe 无缝钢管(54)1 W& w: r" M H! _8 n
seamless steel tube 无缝钢管(54)! h( X% F" U7 b& W' N8 V' N8 t
second moment of area of tranformed section 换算截面惯性矩(34)
9 ~: R: `6 K8 E+ z5 c/ Csecond order effect due to displacement 挠曲二阶效应(13)1 D2 e7 m* l/ ^5 A0 r. \! k8 l" U9 `
secondary axis 弱轴(56)$ b3 O% H, \% J! l% F6 S7 d5 c
secondary beam 次粱(6)1 _0 L/ D3 D; m/ @4 F* c6 h3 X' \
section modulus of transformed section 换算截面模量(34)
) f# C% j3 Z% r: F# l* [- Ssection steel 型钢(53)
1 x* {0 `: G9 ~9 X& @3 A3 R. wsemi-automatic welding 半自动焊接(59)
$ w5 _" ~/ C+ Q' s" \separated steel column 分离式钢柱(51)
% W) n& h/ s- F8 Ysetting time 凝结时间(38)
. M/ Y: D! A' B0 U4 _shake 环裂(70). E G2 d8 A" t/ S7 }3 K
shaped steel 型钢(53)
/ U# H) X$ q f9 Sshapefactorofwindload 风荷载体型系数(16)1 Z. D9 j0 r0 v, H1 a" [8 G4 `
shear plane 剪面(67)7 }6 w* W, L2 U" Y. L6 O+ n( n
shearing rigidity of section 截面剪变刚度(19)
) J# a! J. {4 u h0 m3 Lshearing stiffness of member 构件抗剪刚度(20)
2 \) `0 r1 S. ^ S& X+ ushort stiffener 短加劲肋(53)( }% o5 C4 q( W# [) T) O6 _
short term rigidity of member 构件短期刚度(31)0 P8 i$ Z+ X* C
shrinkage 干缩(71)
1 R0 P" l+ N4 t! \' ?shrinkage of concrete 混凝干收缩(30)$ W7 p" q! h) O7 g1 ]( u
silos 贮仓(3)! t+ |2 j7 P6 x' Q9 f" d
skylight truss 天窗架(4)
4 n+ _* u: W+ q' T; Z1 N, x# N) tslab 楼板(6)
2 `0 T3 ?6 ^; p6 vslab—column structure 板柱结构(2)
8 G7 t5 {7 T6 ?- ^, V- Dslag inclusion 夹渣(61)
' p7 v. Q/ `+ c3 p$ y& X1 Y- r1 G8 @sloping grain ‘斜纹(70)
6 c0 `3 x7 a* Z" X, fslump 坍落度(37)
! w4 e% h. f$ {1 V' S( gsnow reference pressure 基本雪压(16)
p; E: h# q+ V$ s0 msolid—web steel column 实腹式钢柱(
$ O4 `! [6 n+ T O! f9 G, t, M) Pspace structure 空间结构(11)9 R9 J# s7 J2 M4 `& {3 `% t( v+ O
space suspended cable 悬索(5)) U4 U# U- `* H% m/ D }
spacing of bars 钢筋间距(33)
9 ^1 O, s6 R2 x/ ^0 E2 Lspacing of rigid transverse wall 刚性横墙间距(46)
( o! Q! N+ ]) B k% S& [: S3 _spacing of stirrup legs 箍筋肢距(33)
|# o- J% g. k2 e" Q8 Pspacing of stirrups 箍筋间距(33)
( N7 U8 n9 o; I0 }9 {& vspecified concrete 特种混凝上(28)
8 M8 O+ j' L ]- M$ \& ] W; h5 Z) Fspiral stirrup 螺旋箍筋(36): x& V, J3 ?7 E. q0 }7 \
spiral weld 螺旋形焊缝(60)
$ z2 _$ t- `& F0 t Osplit ringjoint 裂环连接(69)2 h$ F* W3 h3 ^4 q/ k; E
square pyramid space grids 四角锥体网架(5)+ j4 T, [* N; |% b# H
stability calculation 稳定计算(10)9 r# D; q4 E* }; G( J j8 N1 I
stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
9 Y* b* h |- g/ t+ Ustair 楼梯(8)* H+ M6 f N d# m W' S# ^. v, }
static analysis scheme of building 房屋静力汁算方案(45)/ E0 x3 l" {- r G5 f9 y. t
static design 房屋静力汁算方案(45)
8 m# ?! ^: N k; p! ?+ O* N7 t) @statically determinate structure 静定结构(11)' |; o/ s$ m- g
statically indeterminate structure 超静定结构(11)
! g( g% m! L2 isted 钢材(17), A2 B5 w* n- M N- C( \
steel bar 钢筋(28)
$ Y" Z; g# `7 i( l4 `3 @2 csteel column component 钢柱分肢(51)
9 Y4 f7 p/ g; l# ~- ]5 d, E2 V" J; vsteel columnbase 钢柱脚(51)
- o4 f2 J1 V8 D5 [% gsteel fiber reinforced concrete structure· 钢纤维混凝土结构(26)+ ]$ C3 f7 j& y" q' v# X( I
steel hanger 吊筋(37)
9 \8 g |* `- d$ W* ssteel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)# T. S" x6 H1 O' O O. V
steel pipe 钢管(54)
2 V; l+ ]$ Y+ A/ o, bsteel plate 钢板(53), r$ R" S9 w5 `2 M
steel plateelement 钢板件(52)
% a& m1 W1 [6 ^3 c$ H- gsteel strip 钢带(53)
, l8 T2 V {: x9 B. wsteel support 钢支座(51)
: |) Z5 @1 q& Z- j2 ysteel tie 拉结钢筋(36)# n' G+ N6 c9 [% l
steel tie bar for masonry 砌体拉结钢筋(47)( O! C; F: R. Z1 H) r7 P o* S
steel tube 钢管(54)
3 K* ^# J( D8 z6 Y9 N( p% tsteel tubular structure 钢管结构(50) z+ V3 l! p7 ?! N( y
steel wire 钢丝(28)
% H$ w# i) ?- M3 ~stepped column 阶形柱(7). ^/ t1 D3 e; U0 Z5 X* _; M
stiffener 加劲肋(52)% B! X# T X0 t% v# }9 {
stiffness of structural member 构件刚度(19)5 `, a2 R+ ~1 C2 G9 U+ S$ I
stiffness of transverse wall 横墙刚度(45)( w$ U$ I |+ G! H
stirrup 箍筋(36)
8 F2 X% g# F. g2 e% H, k8 wstone 石材(44)! Z R2 ~% X7 ^
stone masonry 石砌体(44)7 U- S# D" C8 `& M, u
stone masonry structure 石砌体结构(41)
: Z/ x1 r% d, {5 L- j) nstorev height 层高(21)
W/ y) ^& w8 S. H. jstraight—line joint failure 通缝破坏(45)
. g7 d, z' B6 O$ r- ~. Astraightness of structural member 构件乎直度(71)
7 _) E& H% ^% x1 p: j( k( Pstrand 钢绞线(2，)8 V8 \5 g! j& J8 P2 J
strength classes of masonry units 块体强度等级(44)2 y9 q9 _$ q3 i5 v) t
strength classes of mortar 砂浆强度等级(44)
8 _+ g1 l& S j" I* Dstrength classes of structural steel 钢材强度等级(55)2 ~# w8 h4 m2 ?+ Q$ Q# o% }7 G
strength classes of structural timber 木材强度等级(66)
1 j. c) [9 c9 C* jstrength classes(grades) of concrete 混凝土强度等级(29)) H4 Q7 i; z6 J
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)
+ r$ j5 I) w0 E! Ustrength classes(grades) of steel bar 普通钢筋强度等级(30)2 H& `! k) ? D, l0 x
strength of structural timber parallel to grain 木材顺纹强度(66); @: n6 A' E( D' ]3 s9 m
strongaxis 强轴(56)
8 z) G4 f/ M7 E0 T/ a& Nstructural system composed of bar ”杆系结构(11)
# v D I" g! |& n, c7 |structural system composed of plate 板系结构(12)# p! j% k* A2 v" R7 A9 ^; F, V: |" b
structural wall 结构墙(7) @" |( E y5 k8 K( p' G/ S
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)) u/ p2 F' G* L- E F; b
suspended crossed cable net 双向正交索网结构(6)
( r" f# Q4 |7 C/ d! P9 n/ z2 o& Dsuspended structure 悬挂结构(3)( ^6 v* R M) J5 T4 c3 v
swirl grain 涡纹(?1)
. z% z! I! g: qT 6 K6 B) D+ u$ ^8 V; ^ s- n
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
|) ]+ i0 A( ^9 ?9 }tensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)
: _4 d ^6 t' q3 O8 o3 `+ ptensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)
- T+ F0 M& N5 ]! K, }5 f" N. mtest for properties of concrete structural members 构件性能检验(40)：
& g" v' |1 k& J. @! d; Q- j, M* }thickness of concrete cover 混凝土保护层厚度(33)
, z, M- r( x3 m5 _/ Sthickness of mortarat bed joint 水平灰缝厚度(49)
& t: i- P/ J' dthin shell 薄壳(6)
v8 P3 A6 A& _3 Sthree hinged arch 三铰拱(n), P9 A/ L( Q; e8 @9 y
tie bar 拉结钢筋(36)
: c2 ]6 G& W6 z2 z% V5 Gtie beam， ‘ 系梁(22)! G$ v# I% ]6 _- ^. P" J7 {
tie tod 系杆(5)
2 r8 R9 ?8 l( A6 v* Q3 J' Vtied framework 绑扎骨架(35)
2 Z) b0 H. {0 k( Ftimber 木材(17)# L& `1 Y1 e& A/ t) |
timber roof truss 木屋架(64)
+ Z, b6 R6 n. o6 htor-shear type high-strength bolt 扭剪型高强度螺栓(54) W1 U6 j0 s+ F' W) w+ }
torsional rigidity of section 截面扭转刚度(19)/ {9 l# L+ ?, L2 @
torsional stiffness of member 构件抗扭刚度(20)
4 f G, ?2 x7 D$ P. f1 Z, xtotal breadth of structure 结构总宽度(21)
# Y) B, z0 R- ] ktotal height of structure 结构总高度(21)0 q: ^' A* q& x, l& i8 V
total length of structure 结构总长度(21). v$ R5 `1 W, q8 `, w: l/ S' @5 n
transmission length of prestress 预应力传递长度(36)
- x* Y$ `, U- T9 a8 h( V$ Htransverse horizontal bracing 横向水平支撑(4)1 M2 p6 ~" D: f
transverse stiffener· 横向加劲肋(53)4 N' Q- W$ J/ E% T9 \) c
transverse weld 横向焊缝(60)+ @: ^) n) c$ M
transversely distributed steelbar 横向分布钢筋(36)
: @) m G( R% o. x) D! htrapezoid roof truss 梯形屋架(4)1 Q: T% }5 q4 M6 i: p+ }
triangular pyramid space grids 三角锥体网架(5)
& {6 ]- f, w0 t% z: xtriangular roof truss 三角形屋架(4)% T/ Y5 A* }+ v
trussed arch 椽架(64)
9 }( c, N6 m: y( a- vtrussed rafter 桁架拱(5)8 i3 ^* H2 N. q- p/ q$ {
tube in tube structure 筒中筒结构(3)$ w1 u/ h2 _, P% ?. D
tube structure 简体结构(2)* t8 w9 S7 I! j. Z- s
twist 扭弯(71): l2 L/ Y1 s1 I+ G0 `6 O% S
two hinged arch 双铰拱(11) N0 _ ?1 B6 J5 e/ _ z# D6 y
two sides(edges) supported plate 两边支承板(12)$ J% t5 z4 q8 O# u( M# _
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
/ K) A; {3 F5 G8 p+ aU
1 ~: m4 c& x# Fultimate compressive strain of concrete’” 混凝土极限压应变(31)
& d! m) m( B r/ G1 S7 iunbonded prestressed concrete structure 无粘结预应力混凝土结构(25)
K. M. n% E6 d1 v% I& Aundercut 咬边(62): a3 w! r. x" K0 k
uniform cross—section beam 等截面粱(6)7 s) A( M" K6 Z. k& _
unseasoned timber 湿材(65)
2 Y- V' [7 U- y8 e5 v* D1 ^' f% L% `) xupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)8 n+ H( A4 f" j# F, O! O! C
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
6 w: Z; h Z$ h' T2 x) hV ' v2 z* m6 j4 ?% ?7 f, h; S& j3 @
value of decompression prestress 预应力筋消压预应力值(33)3 c( d t% o4 @3 z% V0 f
value of effective prestress 预应筋有效预应力值(33)9 g3 H$ \( j6 b9 l
verification of serviceability limit states· ” 正常使用极限状态验证(10)
( [8 q8 ^ f( N) C, L4 everification of ultimate limit states 承载能极限状态验证(10)
" n) m o' d2 J$ {vertical bracing 竖向支撑(5)
# x9 L' f6 t. W R2 Vvierendal roof truss 空腹屋架(4)
* x* {3 U8 C9 y& i- [* g1 R' b4 a4 `& bvisual examination of structural member 构件外观检查(39)* M7 w. p; m9 Z7 z, K5 N+ k
visual examination of structural steel member 钢构件外观检查(63)* X4 ]; v3 I5 J2 x
visual examination of weld 焊缝外观检查(62)
" p2 e7 d9 a- M' t# O9 {- p6 HW * ]: w/ ], n: a8 M1 L n
wall beam 墙梁(42)
, j; @4 f4 J& Y+ m3 @# ~wall frame 壁式框架(门)
. {1 P, s6 m% U5 h* Swall—slab structure 墙板结构(2)4 g1 K# L, z- j3 i- I) Z( T, q
warping 翘曲(40)，(71)
. ?0 g7 u$ o& o: ]warping rigidity of section 截面翘曲刚度(19)
- g: G' h& T, x* awater retentivity of mortar 砂浆保水性(48)) F' _! {& E& L2 c" z9 \7 ?) }2 r
water tower 水塔(3)5 U- O: A: [. c' Q n! F
water／cement ratio· 水灰比(3g)7 Q- ?3 A) o/ J* p6 H& u- D0 v
weak axis· 弱轴(56). {/ k! H6 m4 U. Y
weak region of earthquake—resistant building 抗震建筑薄弱部位(9)
" b/ E5 V& p4 p( i3 }web plate 腹板(52)
" o5 e9 E Z! S. O( g6 X. Sweld 焊缝(6[)): a7 t* p1 G3 e+ L$ P
weld crack 焊接裂纹(62)
6 q9 q: \. l Q6 ^; ^/ C; `' B1 \. @: eweld defects 焊接缺陷(61)
' F: t" y3 x" Fweld roof 焊根(61)1 l L1 a( O4 J9 ^* r: t
weld toe 焊趾(61): J( I% V2 u& Y+ b- d3 Y9 j; x
weldability of steel bar 钢筋可焊性(39)
( a+ R: a) L3 w) X+ Vwelded framework 焊接骨架()
, g3 Y5 Z3 G# fwelded steel beam 焊接钢梁(3 v/ ^5 W5 N' a7 o+ a# Q# I
welded steel girder 焊接钢梁(52)) B! E7 n7 u. o2 X: b# f" I
welded steel pipe 焊接钢管(54)
3 W4 ~' W: T# w& C0 B' Nwelded steel strueture 焊接钢结构(50)
3 N T: t Q- E2 V, _welding connection· 焊缝连接(59)" p3 m0 K3 j. ]! _% f$ i$ I0 T
welding flux 焊剂(54)
- x* t; U: H; F" h! hwelding rod 焊条(54)
) x# r/ P4 o8 s4 |" d% A1 t; hwelding wire 焊丝(54)/ }! m4 o8 c% o+ n
wind fluttering factor 风振系数(16)2 ]" `5 h7 Z3 B
wind reference pressure 基本风压(16)
/ h5 i4 l6 N' J7 X( r. Awind—resistant column 抗风柱(?)
, |+ y# k2 T& dwood roof decking 屋面木基层(64)
+ I+ O4 v1 x( e/ N1 [& zY
* U! |5 Z9 w0 ]6 y3 P, Fyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)! z0 z! o$ q9 D- s
: N" M: l: J, u( `. W
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8 c2 c0 Z+ o D) p) v) d+ x5 R
% o; f0 [5 u& o4 N1 `常用的景观英文
" ^2 ^ f; M& q) h1 L# S0 @. d( E
" b3 q4 }9 Y7 ~; o" v6 s3 T1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) 0 ~- D' X3 X% q U) C% K( P1 H
2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) 5 m E% `6 S0 p# H; i
3.商业中心入口 ENTRANCE TO SHOPPING CTR. ! a0 v) }8 f6 w0 Y) ?% t6 ^
4.水景 WATER FEATURE
) U6 d+ N! v, {0 G. _( K5.小型露天剧场 MINI AMPHI-THEATRE: K8 d/ w+ s d2 O+ x ^( R4 @
6.迎宾景观-1 WELCOMING FEATURE-1 . U u$ t8 ]2 l4 i* H1 J
7.观景木台 TIMBER DECK (VIEWING) 3 S+ f9 T. w6 i0 a% B* F
8.竹园 BAMBOO GARDEN
?" K9 m3 M6 O3 T6 D9.漫步广场 WALKWAY PLAZA
! M/ v' B( r2 i5 ]- H. r10.露天咖啡廊 OUT DOOR CAFE + r. t$ H* \- }3 R' t
11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 * c. \) M! m: \
12.木桥 TIMBER BRIDGE ; ^1 i3 ?% |. L' }: ?. x
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE 8 ? R9 N; ~1 n) e) Z: F. n
14.吊桥 HANGING BRIDGE
# C$ X& I3 ]5 y; S15.休憩台地(低处) LOUNGING TERRACE (LOWER )
- i" i* ~7 O. p8 W- d# u" ~16.休憩台地(高处) LOUNGING TERRACE (UPPER ) [/ I6 i0 w4 {. s: ]% U( t# z/ X/ E
17.特色踏步 FEATURE STEPPING STONE + f! }+ B* F3 ]4 A, g1 i
18.野趣小溪 RIVER WILD
. K, x0 n u+ ]2 N6 @+ u7 k19.儿童乐园 CHILDREN'S PLAYGROUND 1 V2 m" V" x: l3 y2 ]! _3 q
20.旱冰道 SLIDE
7 t3 a7 }# u# y% ]4 w2 n) `21.羽毛球场 BADMINTON COURT . m: c$ F- a2 v* s
22.旱景 DRY LANDSCAPE ! y9 E7 }: M0 b. w9 [$ t2 j
23.日艺园 JAPANESE GARDEN
- v: {/ T5 ^( V24.旱喷泉 DRY FOUNTAIN
7 [! V- {5 p" j. a, J3 o# U& S0 \25.观景台 VIEWING DECK
! L: N. B+ b" ~$ d5 X26.游泳池 SWIMMING POOL
( D X& v( v) h) E! e" U27.极可意 JACUZZI
2 @( f& A5 _, J3 _' R# U28.嬉水池 WADING POOL
- p; d5 z4 a" B: R$ a* K N7 s29.儿童泳池 CHILDREN'S POOL - h" ?! s5 y, q* C
30.蜿蜒水墙 WINDING WALL . x" S% _0 ]0 d
31.石景雕塑 ROCK SCULPTURE
9 ~) c) d$ H; K32.中心广场 CENTRAL PLAZA $ Z" ? v+ i2 G3 R/ k k+ G# d
33.健身广场 EXERCISE PLAZA . O W, j% g& s7 D8 x' i0 C: w: }
34.桥 BRIDGE
& q( }' R/ c4 A/ Z+ J: Q35.交流广场 MEDITATING PLAZA L4 L" f t; o8 W4 ^# F
36.趣味树阵 TREE BATTLE FORMATION - A; m' \& p, b- u2 }
37.停车场 PARING AREA
7 Z# \# |, b0 t0 B* S9 B) d38.特色花架 TRELLIS 1 h( g/ p, e; S/ q2 M
39.雕塑小道 SCULPTURE TRAIL. P2 R5 b v- K# o3 v3 r
40.(高尔夫)轻击区 PUTTING GREEN
: o4 W% _, O E2 {% F) |41.高尔夫球会所 GOLF CLUBHOUSE 9 g5 E% T0 I- r8 _" T2 V
42.每栋建筑入口 ENTRANCE PAVING TO UNIT ! c/ H. K6 j# m1 m; Y
43.篮球场 BASKETBALL COURT
+ g: C/ Z+ j4 ^0 Z* C# x5 H44.网球场 TENNIS COURT
+ h/ ]' ] t; f8 ]45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
: `/ w' v1 g! {6 F- C/ a0 x2 j5 [46.广场 MAIN PLAZA : M7 X/ ]* X8 @$ w; I
47.森林、瀑布 FOREST GARDEN WATERFALL
8 V l5 q2 E- q& n6 E( H48.石景园 ROCKERY GARDEN , j3 l6 P' C+ @$ A
49.旱溪 DRY STREAM
: k# M9 b& u3 M8 F6 @50.凉亭 PAVILION
/ u9 I' T6 h( u, |8 b8 D51.户外淋浴 OUTDOOR SHOWER " l! g& a7 a$ A
52.拉膜结构 TENSILE STRUCTURE , n: v T7 _" |+ e$ K( X/ s* O3 r
53.台阶 STAIR ! H9 V& E* V1 p9 G; I H
54.高尔夫球车停车场 PARKING ( GOLF CAR )! `0 L" C, @: a" u( m# x
55.健身站 EXERCISE STATION
% ]8 f6 R- U; J4 U, |56.晨跑小路 JOGGING FOOTPATH
" K! m/ G8 o9 L/ j8 ?57.车道/人行道 DRIVEWAY /SIDEWALK
$ H2 U' V! E1 \. g1 A5 Z4 |, u& Y58.人行漫步道 PROMENADE 9 D; o8 T, F3 V' P! o1 m" a( N2 H2 i
59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
q0 V1 M1 S: ?+ ^$ O60.特色入口 ENTRY FEATURE 1 d& P" h% s* z; ^/ q ]
61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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