建筑专业英语词汇
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A
2 t$ R) ~; J& o' M+ s" |# N# Racceptable quality 合格质量
3 a+ R0 }" H$ a' n/ bacceptance lot 验收批量6 f, V7 {/ F" Y0 T
aciera 钢材
$ L$ W8 R! T& i7 d: @admixture 外加剂
: P' W* ]1 w# L, ~0 Jagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
9 v$ ~1 R! t7 K' o: ^aggregate 骨料6 p- m3 [4 ~6 q* U% {7 O
air content 含气量- D( ^+ U8 M' O
air-dried timber 气干材
1 ]& m r. l# c7 H1 h; ~* Y( gallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比
9 X3 q; w. ?' B9 \0 Tallowable slenderness ratio of steel member 钢构件容许长细比
9 S1 j0 ~( C" S' P0 Yallowable slenderness ratio of timber compression member 受压木构件容许长细比
( z* R. Z. C$ g4 K. Ballowable stress range of fatigue 疲劳容许应力幅' t6 @& l! o5 U, u1 u3 g% p
allowable ultimate tensile strain of reinforcement 钢筋拉应变限值
. y! M* l r' K) V# G% b9 Mallowable value of crack width 裂缝宽度容许值# `% R/ n0 J1 f" O
allowable value of deflection of structural member 构件挠度容许值- |; s$ ?+ J$ K" T: z& x, ^7 j, T9 }, i
allowable value of deflection of timber bending member 受弯木构件挠度容许值
2 |: }) O/ C6 S' S- n) r$ gallowable value of deformation of steel member 钢构件变形容许值# f! e) G, c# ]% B
allowable value of deformation of structural member 构件变形容许值! l; @$ a6 j6 z" E- A( K
allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值" \( x/ U8 Y( U# ^7 B N
amplified coefficient of eccentricity 偏心距增大系数
7 V1 p, t. g" `+ A0 nanchorage 锚具
( c. U$ r( {0 t* D/ C. {5 kanchorage length of steel bar 钢筋锚固长度
9 W; O; v" R0 g m9 }approval analysis during construction stage 施工阶段验算
9 Q! m, ?! P+ d# T Yarch 拱
6 \/ z% E- s3 p' U/ `( u' l* Zarch with tie rod 拉捍拱
) L) x3 T$ a, h% uarch—shaped roof truss 拱形屋架
) x3 H' Q* Y; P) Karea of shear plane 剪面面积
8 D8 r: v" F+ S/ f$ I+ carea of transformed section 换算截面面积
& t9 ^ A: o: F) C2 F$ m$ S6 baseismic design 建筑抗震设计
! d/ v( y _; R4 m+ V( nassembled monolithic concrete structure 装配整体式混凝土结构; P# _( X# Y/ a4 ]
automatic welding 自动焊接
; h7 e+ Z* E3 E: ?* d. x8 ~ E$ Sauxiliary steel bar 架立钢筋 D5 a4 w) N6 A
B 3 W, N) E" a) P* p" {9 Z
backfilling plate 垫板4 Q o% d! o; ?9 W
balanced depth of compression zone 界限受压区高度
]! @5 x& V G6 l+ r6 P2 Bbalanced eccentricity 界限偏心距
) b' \- H' T: q, J0 Dbar splice 钢筋接头
0 U9 @* r6 u% b) {bark pocket 夹皮
- ^! w; ^1 u) A* qbatten plate 缀板
# B; [/ ^' k/ u. S- o1 d; P" abeam 次梁' i0 e4 q0 e' `
bearing plane of notch 齿承压面(67)7 s0 o8 ]$ [/ }* O7 h$ M0 b
bearing plate 支承板(52)
: Q2 N% r" c* w cbearing stiffener 支承加劲肋(52)( K* a8 @0 T9 B& s* x
bent-up steel bar 弯起钢筋(35)
9 x$ T+ p. ^3 r5 Yblock 砌块(43)
, X# M- r& K% `( G t7 `block masonry 砌块砌体(44)
& E$ P- B! G$ B/ O5 hblock masonry structure 砌块砌体结构(41)
) a+ ^( W3 |; t4 h2 v( R; h0 ~blow hole 气孔(62)
5 D. T n( v7 o* j9 v8 t& S9 @/ lboard 板材(65)
+ A$ N# r. F% l% F, l! pbolt 螺栓(54)" m9 H" h% j+ t3 S
bolted connection (钢结构)螺栓连接(59)" J! q% k! j" K2 p/ y. s Z: p5 @ u* E
bolted joint (木结构)螺栓连接(69)
& R- ~# B1 _( a$ z/ ^bolted steel structure 螺栓连接钢结构(50)8 p l8 K2 }0 K! o( ]
bonded prestressed concrete structure 有粘结预应力混凝土结构(24)
4 ?2 j& E& ^; r9 E6 Q' [bow 顺弯(71)3 `- ^- a7 H( z5 o, b' E. W
brake member 制动构件(7)
" r& ?) [8 a* m: abreadth of wall between windows 窗间墙宽度(46)4 [7 L& ~5 y6 ~2 e- b4 Y3 S
brick masonry 砖砌体(44)9 v1 N! I- t' M& }) j2 Q* a
brick masonry column 砖砌体柱(42)
6 |$ G- Q. A. Y* U; h/ r7 Y" xbrick masonry structure 砖砌体结构(41): [1 t @% F6 T! |9 }
brick masonry wall 砖砌体墙(42)
{; I: |5 S2 E. W# V* M; r: Sbroad—leaved wood 阔叶树材(65)
8 N. Y8 e. x* k; k# Pbuilding structural materials 建筑结构材料(17); D2 G* D6 a) T, Q; \3 b( p
building structural unit 建筑结构单元(
! v. L2 S9 h) |: G. Gbuilding structure 建筑结构(29 I+ U! h/ q4 Q L% } E- u1 ?
built—up steel column 格构式钢柱(51
( @/ R0 H& M! _* Ebundled tube structure 成束筒结构(3
% D. G, c/ M2 B# iburn—through 烧穿(62
U- c5 R3 I; u+ Mbutt connection 对接(59- e8 J4 L5 s) G* }
butt joint 对接(70)/ X1 m }8 Q' r5 Q; S
butt weld 对接焊缝(60)
' C: i" S$ i" N1 e* A7 w7 J8 l7 WC
1 A3 I$ n4 l2 m5 T- Kcalculating area of compression member 受压构件计算面积(67)
' E) v' f& L0 t0 o: ]5 p# ncalculating overturning point 计算倾覆点(46)
0 I, ]" }6 J+ J) Ecalculation of load-carrying capacity of member 构件承载能力计算(10)
) z4 t' k8 a/ B! S; Tcamber of structural member 结构构件起拱(22): v" G% y7 `3 u, I7 e) H# N7 [
cantilever beam 挑梁(42)
7 ?5 a( q; |( E- O' gcap of reinforced concrete column 钢筋混凝土柱帽(27)
" Y" V) \3 l& l3 ] p6 Gcarbonation of concrete 混凝土碳化(30)% N( y- \$ j& H/ }' s/ U
cast-in—situ concrete slab column structure 现浇板柱结构
' _4 t% m. _8 Y* Fcast-in—situ concrete structure 现浇混凝土结构(25)
7 M* U* C: F$ }3 z7 ~& a3 m2 n, |# ycavitation 孔洞(39)) s( e( T9 L; j) t+ F" s" X
cavity wall 空斗墙(42)
' C: O( {( l& `cement 水泥(27)- D3 ]9 t/ s& T _" X! r& u
cement content 水泥含量(38)6 l/ E' A0 E- G% T
cement mortar 水泥砂浆(43); P2 G" t9 [" C: t5 x# v
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)# q9 p3 g* [& g4 i, r' u. t. M$ j' z
characteristi cvalue o fwindload 风荷载标准值(16). a8 i) }: T. f, C# K- n U+ z
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)
4 n: H# H; b, h0 Rcharacteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)" g2 [2 \& }* @
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
% T) F5 h& d: O8 r4 g4 Rcharacteristic value of earthquake action 地震作用标准值(16)( p& \. a' q4 C5 r7 J" T5 G
characteristic value of horizontal crane load 吊车水平荷载标准值(15)7 g( c- v3 k. y z4 J
characteristic value of masonry strength 砌体强度标准值(44)
5 N/ a1 i% o& p. |$ O/ t: Rcharacteristic value of permanent action· 永久作用标准值(14)
1 p: @+ W6 h1 L @1 L6 D( Pcharacteristic value of snowload 雪荷载标准值(15)
( {, {' z' p2 j& ^; Jcharacteristic value of strength of steel 钢材强度标准值(55)
) k! u& _3 [' Y% x7 o+ F, fcharacteristic value of strength of steel bar 钢筋强度标准值(31) 7 [+ F% C8 J$ t* t! `7 j) _/ j
characteristic value of uniformly distributed live load 均布活标载标准值(14) * \/ t. L* r, G4 g
characteristic value of variable action 可变作用标准值(14) : Y8 i: s* a0 r" k( D* d
characteristic value of vertical crane load 吊车竖向荷载标准值(15)
" p2 U9 M$ N$ `charaeteristic value of material strength 材料强度标准值(18) # D" J; d1 O* i/ K+ J4 C
checking section of log structural member·， 原木构件计算截面(67)
; B i0 T* A. i4 a3 k& w, ychimney 烟囱(3) 1 {. z$ W0 ]. `- B3 k+ D. ?
circular double—layer suspended cable 圆形双层悬索(6) 8 g7 S" k. a, u1 |2 }9 i' k
circular single—layer suspended cable 圆形单层悬索(6) ) g. o1 n: U6 ?$ q0 F& G1 K, T
circumferential weld 环形焊缝(60)
/ }9 t; l! O5 V# Q( Z% fclassfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
/ Z$ m5 c- B$ a' S: e8 g1 Vclear height 净高(21)
: M6 L* o0 ]& E9 M& J* P5 n" I+ }clincher 扒钉(?0) ! _3 B; a) D7 H) `, g2 ?- b( V( [2 c8 |
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 U2 W3 c! {" [* Tcold bend inspection of steelbar 冷弯试验(39) h' X$ ?$ J3 e" y
cold drawn bar 冷拉钢筋(28)" D5 Q5 ]5 U6 X5 S
cold drawn wire 冷拉钢丝(29)
4 ?- [: [( b; e/ Ucold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)
6 d0 C _" a2 `/ G mcold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
4 h, }) \' V4 @cold—rolled deformed bar 冷轧带肋钢筋(28)+ N+ \5 [3 E, w5 E& [- |6 ?3 v ^0 w
column bracing 柱间支撑(7)3 g$ A+ P( E( N/ s
combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
/ F+ w2 Z' G/ m) T: N( dcompaction 密实度(37)
) U3 C; c1 h" E9 B: D4 _. Qcompliance control 合格控制(23)$ Q9 ?6 l% J" o; N
composite brick masonry member 组合砖砌体构件(42)4 @$ e- Z! U; J
composite floor system 组合楼盖(8)
# ~5 {+ j, o$ a0 Fcomposite floor with profiled steel sheet 压型钢板楼板(8)
R! k: _! y" zcomposite mortar 混合砂浆(43)
% a% D2 H+ g Z9 ~$ zcomposite roof truss 组合屋架(8)6 N Z" ?4 Y0 ]) |
compostle member 组合构件(8)
/ c9 e3 e4 m) u- u4 ccompound stirrup 复合箍筋(36) # a* X* P1 k n) G
compression member with large eccentricity· 大偏心受压构件(32) , k+ o2 o) M% u* \1 E8 ? j& b
compression member with small eccentricity· 小偏心受压构件(32)
( b6 I* Y, e8 P8 {. ^! H! hcompressive strength at an angle with slope of grain 斜纹承压强度(66)
; E- t& ?) Y& E. Icompressive strength perpendicular to grain 横纹承压强度(66)
* v' }* ~( _0 R! r5 ?, Hconcentration of plastic deformation 塑性变形集中(9)
: Z& u) e( j a# {- I9 xconceptual earthquake—resistant design 建筑抗震概念设计(9)
0 V1 ]0 t$ [5 p4 nconcrete 混凝土(17)
! \) N6 L/ B3 l& dconcrete column 混凝土柱(26)
8 q! |! i" v3 L7 }5 F7 g2 fconcrete consistence 混凝土稠度(37) $ @, L4 _* x& g& |
concrete floded—plate structure 混凝土折板结构(26) 1 M i8 }+ H2 L6 I# J' |$ ~2 e- c
concrete foundation 混凝土基础(27) ) B8 [, z! K" F% m
concrete mix ratio 混凝土配合比(38)
$ h. Z8 Z# o! a: [concrete wall 混凝土墙(27)
k+ u* U6 U) o o* ?3 Kconcrete-filled steel tubular member 钢管混凝土构件(8)
+ u. a2 L+ S8 M) K0 m2 Jconifer 针叶树材(65)
6 c" |7 W/ F9 b: ]- F3 A4 j4 Rconiferous wood 针叶树材(65)
0 W# e1 [& `6 k- T' X! v( _/ U7 Xconnecting plate 连接板(52)& D2 ]% O3 j, b. U
connection 连接(21)
# G3 N6 g% G5 J8 k, uconnections of steel structure 钢结构连接(59)
) K. A! I1 Z. a, m8 t9 pconnections of timber structure 木结构连接(68)/ a# }( Z! H) U- ] R
consistency of mortar 砂浆稠度(48)
; x2 C! c$ O0 x/ C6 o9 E3 Zconstant cross—section column 等截面柱(7)
2 n4 p/ _" z6 ^7 X9 w8 I* aconstruction and examination concentrated load 施工和检修集中荷载(15)' `7 Q/ c* L+ d
continuous weld 连续焊缝(60)3 ^- a( C2 j3 @% o3 j0 |0 B
core area of section 截面核芯面积(33)
6 Q( H3 }# a# T( A* a8 Xcore tube supported structure 核心筒悬挂结构(3)
# E' p6 F( }, G: ^' H& {corrosion of steel bar 钢筋锈蚀(39)
; t c& A9 }; ~9 A! Kcoupled wall 连肢墙(12)
5 U; H% |2 A$ b* z: J7 B, @# V+ hcoupler 连接器(37)
; m# @% W& _" U3 I1 F; i% Pcoupling wall—beam 连梁(12)% o. S7 {/ R7 d! ?" ^
coupling wall—column... 墙肢(12)
# o' p8 s% p2 ]" D3 scoursing degree of mortar 砂浆分层度(48)9 R4 w" m7 R2 ~7 {; C' H
cover plate 盖板(52)
$ Y0 C6 L8 ?" A4 R8 ^covered electrode 焊条(54)% m; h! v( _9 \/ E! e# Z0 }' Q* |
crack 裂缝(?0)
5 i' c% Z1 }. f+ _crack resistance 抗裂度(31)% w; @. q. E1 |" _
crack width 裂缝宽度(31)7 x8 u2 r" ]1 o/ t2 j* R+ ^+ U
crane girder 吊车梁(?)
4 ~8 h* ^ y7 {8 R( J, f6 kcrane load 吊车荷载(15)
* z$ f n8 I# |creep of concrete 混凝土徐变(30)2 f( z+ o f5 B) _& v
crook 横弯(71)) i$ J5 w6 W3 `* O* |- Q
cross beam 井字梁(6)
# p9 W& y' A7 xcup 翘弯
8 E6 R A9 k f7 D" A- v4 O7 w9 Hcurved support 弧形支座(51)
2 Z! [: K, y1 p/ O# r; o4 Gcylindrical brick arch 砖筒拱(43), H8 D/ Y4 g+ v
D . y. f+ }: F6 R" R+ W
decay 腐朽(71)2 b: ?" w) |7 J" R5 t3 ~3 b
decay prevention of timber structure 木结构防腐(70)$ w% G1 `3 j) T2 U
defect in timber 木材缺陷(70)# i6 r5 k3 u0 c5 Y' y1 y2 c
deformation analysis 变形验算(10)
: o( v7 \" X! G4 v! Tdegree of gravity vertical for structure or structural member· 结构构件垂直度(40)
0 k& g4 V/ U. H# d0 K# tdegree of gravity vertical forwall surface 墙面垂直度(49)
3 [ d$ b8 ]' t# E) j5 }degree of plainness for structural memer 构件平整度(40)
! D/ r5 K, a+ c/ g, ]; S/ ydegree of plainness for wall surface 墙面平整度(49)+ Z" H& D( l% ]0 L) ~$ ^
depth of compression zone 受压区高度(32)$ p' O8 r# p( U& S7 ]
depth of neutral axis 中和轴高度(32)# U! O3 U3 E7 y _0 ], O' D
depth of notch 齿深(67)" k2 d3 U* k: Y* p6 a
design of building structures 建筑结构设计(8)
9 m C; k& a) I; B4 e$ a# Hdesign value of earthquake-resistant strength of materials 材料抗震强度设计值(1% j- }5 ^0 Y& C+ ]
design value of load—carrying capacity of members· 构件承载能力设计值(12 Z; j! ?- R3 ^7 m
designations 0f steel 钢材牌号(53
3 B% p" ^4 d* Q; Y7 T pdesignvalue of material strength 材料强度设计值(19 S5 p) w7 y' l3 a; }6 E+ s: {
destructive test 破损试验(40, h9 ]3 k; e/ P; d5 G* {
detailing reintorcement 构造配筋(35
* p: J' d) O4 c0 tdetailing requirements 构造要求(223 d6 T) s5 f, c* k
diamonding 菱形变形(71)
: ?3 t# L' P% y5 S8 R; `diaphragm 横隔板(52
, P& p3 d2 [9 d# ?9 @. H9 qdimensional errors 尺寸偏差(39): a6 S4 k7 |- I! P! x
distribution factor of snow pressure 屋面积雪分布系数
' f& I1 z6 X& F: r& |# C- Idogspike 扒钉(70)
8 o2 b- I2 t$ r2 sdouble component concrete column 双肢柱(26)
L7 ^5 b' p: L B. E+ I0 wdowelled joint 销连接(69)
( q# T9 [. L6 V+ cdown-stayed composite beam 下撑式组合粱(8)5 S: H, d" r6 N; M
ductile frame 延性框架(2)4 z" c/ F5 W' N7 a4 n5 `1 ]
dynamic design 动态设计(8)6 J ^& F$ b# o Y4 X
E 4 j. V7 {/ } d, a( { u
earthquake-resistant design 抗震设计(9：4 T( R! Y6 z6 O) S; f/ b6 d9 E7 _
earthquake-resistant detailing requirements 抗震构造要求(22)
/ } t; v2 @2 U! S7 ceffective area of fillet weld 角焊缝有效面积(57)
9 y) A1 N2 c# ], beffective depth of section 截面有效高度(33)
2 u8 ~" O0 a8 peffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)
# \! L2 Q3 {; _- X) w3 eeffective height 计算高度(21)
8 v# Y, B- I! } R7 ^6 beffective length 计算长度(21) 6 W6 s% A& n% F8 L
effective length of fillet weld 角焊缝有效计算长度(48)
3 F! r g4 [8 e# M& k! S# }effective length of nail 钉有效长度(56)
' B; w7 c) @0 _0 D1 X% Ceffective span 计算跨度(21)
8 W7 D* F/ r. z. E' C/ T7 h* Reffective supporting length at end of beam 梁端有效支承长度(46) - ], T/ M5 K0 t8 P4 g
effective thickness of fillet weld 角焊缝有效厚度(48)
. U1 `3 p: U! {4 s5 b# B% Kelastic analysis scheme 弹性方案(46) $ _& p0 Q; Y# J
elastic foundation beam 弹性地基梁(11) 7 o. V! s# I; s8 d+ [" @% s
elastic foundation plate 弹性地基板(12)
3 x' T! b3 L5 `$ Z8 lelastically supported continuous girder· 弹性支座连续梁(u)
0 t! [( c# B. j& i. Qelasticity modulus of materials 材料弹性模量(18)
! o0 ^' t+ `1 M. Felongation rate 伸长率(15) 9 l9 v9 `; z. ^
embeded parts 预埋件(30) 2 _* I" J% q1 K; V( N
enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)
3 C B* W0 H" J) ~6 mentrapped air 含气量(38)
8 L- ]8 C% w* ^# Y- W2 u. @equilibrium moisture content 平衡含水率(66) 6 i3 A( V, d/ O9 v/ v: S
equivalent slenderness ratio 换算长细比(57)
( W, p; I2 D: e9 }, V/ Bequivalent uniformly distributed live load· 等效均布活荷载(14) . \# Q( j# r* m; e) I3 l7 Q- ^6 _
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58) ·、
; }5 J& X( i2 n/ o) `) jettectlve cross—section area of bolt 螺栓有效截面面积(57)
, C ] J' C" R- \0 Weuler's critical load 欧拉临界力(56)
0 s, X7 I3 s$ n+ keuler's critical stress 欧拉临界应力(56)
: q. B2 P0 q. H6 o' I _excessive penetration 塌陷(62)
9 a4 H0 x9 B N" U% J) {2 m0 ZF
/ X0 [* k; w" m# W7 N% Z) Ofiber concrete 纤维混凝仁(28)
7 D* ]3 r x# N; S; ]filler plate 填板门2)
/ ^$ Q9 {+ \+ z$ Dfillet weld 角焊缝(61)
& r8 t4 g2 P8 L U2 L& z3 `final setting time 终凝时间() 8 m, w8 v) a: a, h4 x0 l7 Z! U
finger joint 指接(69) $ @, f+ O# g& i# }& d
fired common brick 烧结普通砖(43)
$ _" Q1 r$ y' N1 _8 j* S# qfish eye 白点(62)0 @1 e* w& l" c% u' e5 |
fish—belly beam 角腹式梁(7)& O# N+ D" t- ]. X+ r
fissure 裂缝(?0)
( X9 | k( n' P. ?flexible connection 柔性连接(22)8 U9 Q! ] s5 E2 P1 Q& r
flexural rigidity of section 截面弯曲刚度(19) z; W# ^* `6 J( w5 k# I6 U
flexural stiffness of member 构件抗弯刚度(20)2 C9 o4 z! _/ r0 D. B0 j
floor plate 楼板(6)
! A3 c# O2 q: d6 L, Rfloor system 楼盖(6)3 y( c- Y6 i% `, j$ K; \
four sides(edges)supported plate 四边支承板(12); a! {# e9 C1 v1 r) i1 N
frame structure 框架结构(2): Y( n r* I2 I1 R; U. _' `8 F
frame tube structure 单框筒结构(3)% h& X/ K4 X) |" x& _
frame tube structure 框架—简体结构(2)
+ R. b4 o3 J- j# Qframe with sidesway 有侧移框架(12)& l5 C; b8 B" T) V0 U
frame without sidesway 无侧移框架(12)
" P& l4 e, k/ |5 p$ `2 f+ n+ U( I* xfrange plate 翼缘板(52)
) f/ [- }, `# Xfriction coefficient of masonry 砌体摩擦系数(44)
+ u4 d% }% N- \- e N( R. ofull degree of mortar at bed joint 砂浆饱满度(48)1 e2 D# V. `/ X) h( ~& S) |
function of acceptance 验收函数(23)
J! U4 l; m8 QG 1 P8 Q# m& J+ ?9 n x& i" k
gang nail plate joint 钉板连接()' u9 Y) U) V; Z& o
glue used for structural timberg 木结构用胶
% `) q+ {0 @/ u$ ~( H/ ?4 cglued joint 胶合接头
U% b. s& v" m0 |glued laminated timber 层板胶合木(¨)3 p1 h# S" I- `0 Q) A2 l0 o
glued laminated timber structure 层板胶合结构‘61)
. g, H. x4 g) _7 ` w- Pgrider 主梁((㈠
6 o9 [6 g2 Z* ]) D, Egrip 夹具
?% Y" ?! Z3 Igrith weld 环形焊缝(6÷))
: `& h2 R) V. u, S! j) Fgroove 坡口
9 F3 ` | S; D; t! Zgusset plate 节点板(52)
" x/ N: f* H" H; g8 wH
# q3 j- @, p8 `+ s& o* `hanger 吊环5 ~1 X0 H1 k6 t* C
hanging steel bar 吊筋
7 H# L- H5 I8 ?# V# Dheartwood 心材
/ ^: L4 [6 l# C6 X6 ^- T. zheat tempering bar 热处理钢筋(28)
& F6 g# A/ C- A9 C; o9 kheight variation factor of wind pressure 风压高度变化系数(16)
7 n2 q1 ]! M, C, Eheliral weld 螺旋形僻缝2 u1 ^& y, P% i! P5 `
high—strength bolt 高强度螺栓
$ s- V9 U7 d& |, r. _high—strength bolt with large hexagon bea 大六角头高强度螺栓4 }+ }! c! t- U
high—strength bolted bearing type join 承压型高强度螺栓连接，* W" g. N0 E2 r Z2 k
high—strength bolted connection 高强度螺栓连接- g% U! U% |7 R- B; |( u! f
high—strength bolted friction—type joint 摩擦型高强度螺栓连接
. W" W5 l' D! ~( W% v4 Y# |! D* N. ehigh—strength holted steel slsteel structure 高强螺栓连接钢结构
7 m0 q+ a+ w$ e$ [& ?hinge support 铰轴支座(51)$ {9 h% O$ ?9 N! W
hinged connection 铰接(21)
$ ^6 {0 d2 l Fhlngeless arch 无铰拱(12)
0 e, d0 f: _1 _3 G3 chollow brick 空心砖(43)
7 n N4 J; k" R' Q. jhollow ratio of masonry unit 块体空心率(46)
1 U% Y. w2 F7 D' ghoneycomb 蜂窝(39)
$ D: _# Q5 C, f( q9 G: Jhook 弯钩(37)
$ T3 d2 ?3 b' ~; z* W. ~hoop 箍筋(36)" h6 ?/ I1 y8 q% u! |" P5 `# o
hot—rolled deformed bar 热轧带肋钢筋(28)8 c2 S* _( E/ B
hot—rolled plain bar 热轧光圆钢筋(28)1 D1 S. x1 q3 }, j5 B7 V5 A
hot-rolled section steel 热轧型钢(53)7 q8 i+ S2 r6 d+ ~$ [6 p( a
hunched beam 加腋梁(?)
3 z0 g9 Y: M* l) h2 z( a3 T+ ]% pI
: G/ N7 {* {+ m$ u) [/ Limpact toughness 冲击韧性(18)+ R a5 }5 }" g2 d! n0 J
impermeability 抗渗性(38)
$ [ v5 q- A; O6 y& K: einclined section 斜截面(33)
& S0 l3 u1 j E/ m$ Dinclined stirrup 斜向箍筋(36)
- }$ `9 j7 V/ K6 M9 z; Vincomplete penetration 未焊透(61). X+ o y' B% @4 d. I
incomplete tusion 未溶合(61)4 K0 p$ D$ R- ?" N2 A9 x
incompletely filled groove 未焊满(61)
5 N+ y, `+ \ kindented wire 刻痕钢丝(29): h1 m' z2 G/ B' R! P
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)9 H, @* k9 c' k3 H* x
influence coefficient for spacial action 空间性能影响系数(46)
; ?# Q2 I7 H$ v' }+ F( Tinitial control 初步控制(22)
' {# Q5 s2 P5 X: z) w% G% finsect prevention of timber structure 木结构防虫(?o)
2 x! x7 v+ j: l3 `* N$ N9 iinspection for properties of glue used in structural member 结构用胶性能检验(71)4 A; f% {+ T8 C' M
inspection for properties of masnory units 块体性能检验(48)7 @, }) g8 q7 D0 D/ _
inspection for properties of mortar 砂浆性能检验(48)
. K) }' U$ P! O$ Q4 ?+ W0 tinspection for properties of steelbar 钢筋性能检验(39)
( n2 [/ S: o5 L, xintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
9 n. i* v* R/ t2 {intermediate stiffener 中间加劲肋(53)
% U9 m' D/ w* W% N$ ~2 bintermittent weld 断续焊缝(60)
. ?5 W2 f+ p' GJ . q) {7 y w+ m
joint of reinforcement 钢筋接头(35)
" R% w% ?6 c8 q$ `0 y( eK
6 D# a. b3 d: Lkey joint 键连接(69)3 _* U( S+ A1 P
kinetic design 动态设计(8)/ |9 k& F& B, u; j3 U2 W
knot 节子(木节)(70) r. _+ U& }! E6 h5 S* H" d
L 6 b* ]8 g; q: s+ P; Y9 E
laced of battened compression member 格构式钢柱(51) n9 j2 o0 b0 y* E3 {
lacing and batten elements 缀材(缀件)(51)
) l; ~4 }6 j5 _lacing bar 缀条(51)0 |* v+ i! o: O; `
lamellar tearing 层状撕裂(62)/ X5 M' J/ Q; O% M; V. {$ ]
lap connectlon 叠接(搭接)(59)! [* y2 l& H! ^# R1 h
lapped length of steel bar 钢筋搭接长度(36)* [1 Q3 h% @3 `- F4 B5 f+ L. e
large pannel concrete structure 混凝土大板结构(25)
/ ~7 n2 b& b2 R3 c) @. Hlarge-form cocrete structure 大模板结构(26)
5 [4 R5 ]9 N( x: u- O/ h; p xlateral bending 侧向弯曲(40)
* x; a) N7 R8 }lateral displacement stiffness of storey 楼层侧移刚度(20)
' F; n' i* ^8 l- {5 d* c+ P8 E+ x" Xlateral displacement stiffness of structure· 结构侧移刚度(20)
. ~# T8 T3 E* l' p0 G) ?lateral force resistant wallstructure 抗侧力墙体结构(12)
, J v* X: H0 E6 \leg size of fillet weld 角焊缝焊脚尺寸(57)* N) |% h$ {) ^
length of shear plane 剪面长度(67)
3 Z& k! V, W" x7 Slift—slab structure 升板结构(25)# e3 V4 \. N; o6 l
light weight aggregate concrete 轻骨料混凝土(28)
4 [& Z5 `- M9 S; Jlimit of acceptance 验收界限(23)
4 N- W3 j& p% N) `limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
5 i: S( X0 X/ J7 L" }limiting value for sectional dimension 截面尺寸限值(47). Z1 E7 i0 e6 {) S
limiting value for supporting length 支承长度限值(47)
, |: Q7 p% {" h L9 d5 slimiting value for total height of masonry structure· 砌体结构总高度限值(47)
9 U6 p+ e* S) b) ]- C$ W$ E4 a% llinear expansion coeffcient 线膨胀系数(18)8 ^" T S% w5 P: Y' m3 i# O* m
lintel 过梁(7)) T5 r( q: _$ c |/ t4 ?
load bearing wall 承重墙(7)
3 v w& j7 c$ Oload-carrying capacity per bolt 单个普通螺栓承载能力(56)2 Z* [/ N/ O8 P/ p, a+ S2 l
load—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)
; f- N& u0 G* T( Z# B: Yload—carrying capacity per rivet 单个铆钉承载能力(55)
6 M5 K, g7 I4 M6 Z" `) Blog 原木(65)7 P8 m/ k& T6 ?* f
log timberstructure 原木结构(64)
( l; \" Y0 w C; B0 }long term rigidity of member 构件长期刚度(32)
2 g0 T8 I- Y' @+ O1 i J, @6 dlongitude horizontal bracing 纵向水平支撑(5)2 ]$ A/ n& J0 g6 ], W( x# ^4 I
longitudinal steel bar 纵向钢筋(35)
) R' ]1 W! g9 `3 Q! Olongitudinal stiffener 纵向加劲肋(53)- I: H( i x8 Q/ }0 {& _
longitudinal weld 纵向焊缝(60)6 {% m$ P* m) |! F
losses of prestress ‘预应力损失(33)
' w7 G6 ^# A* L4 `& k9 {lump material 块体(42)% g# X- E/ [1 O; f8 W8 J
M
6 G0 i9 m- P. ?3 v& Zmain axis 强轴(56)# x. \/ J2 V4 e( |9 n0 w
main beam· 主梁(6)
8 R% c+ S4 i O4 x# x- A, [+ ~8 Qmajor axis 强轴(56)
s8 n% u4 m( v) r8 x- Nmanual welding 手工焊接(59)0 D0 g6 l/ p+ l3 D- H l
manufacture control 生产控制(22)2 _# `5 a3 g0 Y' P& D4 q& J
map cracking 龟裂(39)
4 G. g& [& X9 amasonry 砌体(17) k* u8 n2 w+ z5 L6 `$ l
masonry lintel 砖过梁(43)
/ s6 I* G% y2 S% T) _) I4 Gmasonry member 无筋砌体构件(41)
# A) `1 r5 O) z! a8 R$ V; ~3 @. D# Smasonry units 块体(43)
9 @/ D. B f* k: ^' L9 jmasonry—concrete structure 砖混结构(¨)/ p4 e+ l% T2 q: }: ^4 ]
masonry—timber structure 砖木结构(11)
! k4 `3 z: O# u- ^2 k0 Cmechanical properties of materials· 材料力学性能(17)
& `# |; K& [- c% e+ a) K' N1 M: g* Qmelt—thru 烧穿(62)
! U7 Z# b% y: r* _ g( Z! ?method of sampling 抽样方法(23)
* n5 T9 P0 @5 e( k8 j2 A5 Dminimum strength class of masonry 砌体材料最低强度等级(47)7 r2 N4 S( a! N8 Z" i- c
minor axls· 弱轴(56)* [5 g1 n3 U$ R* Y i
mix ratio of mortar 砂浆配合比(48)
8 U/ E0 m* x: S# F" t! ~$ Nmixing water 拌合水(27)& M l; b2 q1 A0 ^
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)
7 U. @. k. {* e( vmodified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
6 N& _7 W: E! K+ W7 C4 Cmodulus of elasticity of concrete 混凝土弹性模量(30)
* ^ }- K9 c. A/ ?# wmodulus of elasticity parellel to grain 顺纹弹性模量(66)
8 P, ~ }- X! {* C+ s% Lmoisture content 含水率(66)
8 z- k$ d: O4 vmoment modified factor 弯矩调幅系数: @, T' O; t1 |0 g1 o
monitor frame 天窗架. D3 O# X, U4 K
mortar 砂浆
2 \/ a% N h. v9 M1 X( }4 Lmulti—defence system of earthquake—resistant building· 多道设防抗震建筑. n; [7 @4 }$ X
multi—tube supported suspended structure 多筒悬挂结构
* s& ?) p* `& O' pN
. @$ |' r( Z* k8 E) Jnailed joint 钉连接，
4 ]# T; v4 [0 y9 c7 s5 p {net height 净高l0 I Q" U3 s0 z& `% d! {+ B
net span 净跨度/ z$ M( @' t+ n7 k3 j. F
net water／cementratio 净水灰比- k$ L- j$ S- S1 ^
non-destructive inspection of weld 焊缝无损检验' } S( l; V' t9 K0 Q+ A" ]
non-destructive test 非破损检验) g; R0 t8 q9 [4 o V! R% s! Z1 \
non-load—bearingwall 非承重墙( g/ g$ b# {" U% @* i" ?# W( c
non—uniform cross—section beam 变截面粱
4 P$ r1 m# R( h' o7 anon—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
( [4 \8 l/ I2 X% S3 a' {normal concrete 普通混凝土$ P9 }8 ~ D- J4 D$ K, ]# l
normal section 正截面
' B D0 a' c7 e! F0 ]( z7 e6 b. vnotch and tooth joint 齿连接
0 V$ _- E1 L/ }& znumber of sampling 抽样数量
4 v, I4 a4 m9 w$ B# s* y+ ]O , w V; K( }% u8 F/ z# M% @
obligue section 斜截面 7 _8 ~0 v" ]0 q2 g" n" z6 o
oblique—angle fillet weld 斜角角焊缝 3 R& m7 h. n2 m u
one—way reinforced(or prestressed)concrete slab‘‘ 单向板
+ y; W. _) x3 _open web roof truss 空腹屋架， : g% j4 e5 [2 E& [3 q, r; N
ordinary concrete 普通混凝土(28)
, B/ p1 x! z- v' e6 Xordinary steel bar 普通钢筋(29) - S8 D1 p8 n* e6 W8 B Q1 {5 M% A
orthogonal fillet weld 直角角焊缝(61)
- }5 U5 c. v) y1 m# _outstanding width of flange 翼缘板外伸宽度(57)
2 h/ H( Q- X6 t$ o; ]4 C6 Joutstanding width of stiffener 加劲肋外伸宽度(57) # o) p- ^& ]( y) m- t& ?
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58) 0 m- [. G H( n4 g6 Z8 V
overlap 焊瘤(62)
/ {3 U6 A9 N7 V2 g. T; Qoverturning or slip resistance analysis 抗倾覆、滑移验算(10) 2 l) H8 h0 N# v% P6 v, ^- j/ Y! X
P
- A8 \: w6 U. z5 M8 j: Fpadding plate 垫板(52)" s8 Z9 D3 q. }. [8 J, @
partial penetrated butt weld 不焊透对接焊缝(61)7 M# S1 K, D+ R
partition 非承重墙(7)3 ^0 F o+ @/ h0 o
penetrated butt weld 透焊对接焊缝(60)
4 a6 K, ?3 f( y c& r% F& ~percentage of reinforcement 配筋率(34)
' V7 d# N5 W$ F' w E6 }perforated brick 多孔砖(43)
u4 m3 R9 l2 ^, s8 ?/ `pilastered wall 带壁柱墙(42)
: e | n7 L- Xpit· 凹坑(62)1 p: g" s- w6 l+ X$ Y( `$ [
pith 髓心(?o)0 p: h- q8 {/ V [" S* `5 E% G
plain concrete structure 素混凝土结构(24)9 K2 z0 t% f% C |- O
plane hypothesis 平截面假定(32)" L% ~' A( E" u4 v
plane structure 平面结构(11)! e2 s" V1 q5 L- E1 k
plane trussed lattice grids 平面桁架系网架(5)' u( [- Z6 G8 E- ^ ^* C$ I
plank 板材(65)
. h" W' j6 U6 G2 S# lplastic adaption coefficient of cross—section 截面塑性发展系数(58)# N% H% ]1 m5 ~7 @ q" F
plastic design of steel structure 钢结构塑性设计(56)$ n: f) }1 S% t% j% w( K
plastic hinge· 塑性铰(13)5 H( A+ s7 ~5 R5 v! F8 g
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)/ n7 t, Z0 E' O# N
plate—like space frame 干板型网架(5)' y) K$ F) a- {: |, S
plate—like space truss 平板型网架(5)
4 f3 v- d/ E+ U8 e- kplug weld 塞焊缝(60), F o q# H. M8 O+ y9 T
plywood 胶合板(65)- i' R" L% f; v; ]& w6 `- H
plywood structure 胶合板结构(64)3 m. f* k+ @# @2 ? c1 n
pockmark 麻面(39)
% F6 y( S& u* u, p( `: W# Y1 ?0 s9 ~polygonal top-chord roof truss 多边形屋架(4)% v" D. a& s. `/ q3 f& F3 i
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)
1 @ z; v8 c& X! {# ~- zprecast reinforced concrete member 预制混凝土构件(26)
- Y z) v4 y6 i/ A8 t6 cprefabricated concrete structure 装配式混凝土结构(25)
$ Q2 G+ n: |0 `0 T8 a* ~4 E1 zpresetting time 初凝时间(38)
+ Q9 i6 z! U$ {- |) @4 r4 [# }7 @prestressed concrete structure 预应力混凝土结构(24)
% o% X" c- `* R: {prestressed steel structure 预应力钢结构(50)2 D- i/ u( `4 P i& J# T
prestressed tendon 预应力筋<29)& q) s6 z' v/ I! Y2 e4 @' f
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)
! |9 r# |) i) [) i7 Kprimary control 初步控制(22)
4 U% q# C! w Q x5 b* U4 Rproduction control 生产控制(22)8 M7 a0 @" A; x: n* N9 G
properties of fresh concrete 可塑混凝土性能(37)2 z/ H5 E' ]/ V9 k$ g' p
properties of hardened concrete 硬化混凝土性能(38)
" L+ i# F4 ~( ^% A: m* Vproperty of building structural materials 建筑结构材料性能(17)" R% l& T" t; j$ Q5 u+ H) F! c
purlin“—””— 檩条(4)) j, X* j4 Z; x1 R/ E
Q : R* j; x- W7 O. X1 o3 B
qlue timber structurer 胶合木结构(㈠)
% {8 R4 ]1 r6 v2 W- C) f2 {quality grade of structural timber 木材质量等级(?0)
/ K% f( Z: P* T+ Y' J8 Iquality grade of weld 焊缝质量级别(61)! H8 U- @( A( f1 n1 {; n4 }
quality inspection of bolted connection 螺栓连接质量检验(63), Z! z5 z/ ]6 s" l. V: P' \( i
quality inspection of masonry 砌体质量检验(48)
# B4 p1 m# @* d- s# i" N* w+ ~quality inspection of riveted connection 铆钉连接质量检验(63)
) `5 n- |% K# `& Z; M3 r, V4 | Vquasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
9 n8 O3 T! @9 b4 O1 hR ( h1 y4 Z& a) d0 R& k
radial check 辐裂(70)
/ L' a; K. u' i0 P& J& Mratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)) c s9 i d6 e" W, N7 k
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
c+ @- i7 }1 D% \; bratio of reinforcement 配筋率(34): w6 w0 m- K1 _- h8 X6 N/ }: L
ratio of shear span to effective depth of section 剪跨比(35)
; T6 U/ P5 V( R$ ~redistribution of internal force 内力重分布(13)
4 z. v7 L7 i, }3 V* |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)- T$ _, R1 ]* O- `% @3 a: I
reducing coefficient of liveload 活荷载折减系数(14)
; o2 A9 k$ i5 m. dreducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
# d6 m0 p) ~( o/ ], sregular earthquake—resistant building 规则抗震建筑(9)
5 P7 E3 ]+ i2 Zreinforced concrete deep beam 混凝土深梁(26)
4 p( L, f m+ P! Q$ Ureinforced concrete slender beam 混凝土浅梁(26)
. J' ^' v( l2 z3 u9 Z# z1 Ereinforced concrete structure 钢筋混凝土结构(24)8 ?) K7 e- N8 J9 c% r5 x
reinforced masonry structure 配筋砌体结构(41). K; w" \$ o8 ^1 g
reinforcement ratio 配筋率(34)
5 C% c% t+ g8 U+ k `reinforcement ratio per unit volume 体积配筋率(35)* V d i3 R+ u- e) q8 V' e& S
relaxation of prestressed tendon 预应筋松弛(31)- s" K, P3 r3 ^, w( I3 R3 c
representative value of gravity load 重力荷载代表值(17)
6 J+ m: H( [8 G' _+ b5 X, X; h% x4 Hresistance to abrasion 耐磨性(38)$ T+ {) ~3 u: `$ ~
resistance to freezing and thawing 抗冻融性(39). K5 {- \4 A. `8 w" ?6 a
resistance to water penetration· 抗渗性(38)
/ C, f* p( k N0 }0 X4 rreveal of reinforcement 露筋(39)# D$ M( ~# n+ ?+ H/ Z
right—angle filletweld 直角角焊缝(61), [) P) E0 j% M9 n
rigid analysis scheme 刚性方案(45)
9 p# `8 d. f% c; n) n& J& d! Wrigid connection 刚接(21)
. z# V0 ^/ T: ]8 Y5 jrigid transverse wall 刚性横墙(42)1 Y- j0 T" c$ B& [
rigid zone 刚域(13)+ l. _8 P: t) N3 M: Q
rigid-elastic analysis scheme 刚弹性方案(45)
+ @* |* _0 {& f8 qrigidity of section 截面刚度(19)
' p" Y" }& U0 |. Nrigidly supported continous girder 刚性支座连续梁(11)- r r+ x- ?: _+ w
ring beam 圈梁(42)
, N& C8 c* [$ ?5 Vrivet 铆钉(55). @2 A* U& N2 \6 c+ R* t
riveted connecction 铆钉连接(60)6 I2 O% l- ?5 `1 Y5 ]
riveted steel beam 铆接钢梁(52). |$ e- `! |/ T+ l* I8 K: B. G
riveted steel girder 铆接钢梁(52)0 I7 {. b5 a4 K- [1 _, i
riveted steel structure 铆接钢结构(50) K c6 m- f! q/ W5 e# K3 F2 w
rolle rsupport 滚轴支座(51)
; h. {3 D) X# f r' n& irolled steel beam 轧制型钢梁(51)
- g, J2 L/ X% W3 r0 a7 X1 Vroof board 屋面板(3)2 Z5 }( }9 y1 ?; I5 z/ X
roof bracing system 屋架支撑系统(4)
+ W7 v% L& n$ aroof girder 屋面梁(4)
5 B0 n W# |* croof plate 屋面板(3)
, O% ^( }: ?6 H& C$ X2 M, m: j% E1 z+ Troof slab 屋面板(3)0 n8 ]9 m, a# l7 L P8 w
roof system 屋盖(3)( Q+ O' M! S7 N4 l" z8 s T
roof truss 屋架(4)3 R* ]9 B& t7 ^
rot 腐朽(71)8 P4 q# M; a: `: g
round wire 光圆钢丝(29)/ Z. k$ |7 \2 Q6 o+ [6 }4 v
S " z* r& J7 q, z* t3 j
safety classes of building structures 建筑结构安全等级(9)
7 r% c" m/ d# ?% _, w' dsafetybolt 保险螺栓(69)
. w. Z" k0 W) q( M; ?+ |sapwood 边材(65)
0 T6 O; l& z' H' Esawn lumber+A610 方木(65)
P6 Z: G* d7 U( w) Esawn timber structure 方木结构(64)
, N n) N' m. d3 Msaw-tooth joint failure 齿缝破坏(45)
4 z2 e6 c) z8 Mscarf joint 斜搭接(70)
; w; |/ r1 F4 n; J; iseamless steel pipe 无缝钢管(54)
" q7 T: i6 H' Sseamless steel tube 无缝钢管(54)
! N) x9 h" U( a" ]2 V' psecond moment of area of tranformed section 换算截面惯性矩(34). V$ [& P1 J* B1 }: k0 J
second order effect due to displacement 挠曲二阶效应(13)
: M5 ?1 [) I1 _1 ]2 V# O9 a6 `secondary axis 弱轴(56)
. H9 D5 B, q" f5 P- k" G0 asecondary beam 次粱(6)
6 L5 H$ l. R6 W0 O" d5 |% Ysection modulus of transformed section 换算截面模量(34)# P0 X: H3 W- W% ]3 l0 b
section steel 型钢(53)
. w6 x5 A1 L2 ysemi-automatic welding 半自动焊接(59)8 `% @3 |, A3 k! D
separated steel column 分离式钢柱(51): `. _9 a# M$ n, G
setting time 凝结时间(38)
1 ^. `/ C, k& a5 F9 nshake 环裂(70)
0 Y* o1 H( @+ mshaped steel 型钢(53)
! l0 U. _! K. T& |! \/ z A* q( Gshapefactorofwindload 风荷载体型系数(16)
* b' j: A- O' h; ]1 ashear plane 剪面(67)
