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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 : Y$ A- T) g. V( [
. D( [7 h" e9 C4 e! c/ h分享，攒RP考试用% k. v0 K! r$ m9 I E# [
不知道大家需要否，一层层贴吧:loveliness: , G3 f: t- U4 J8 I- u
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1 @, A' i" e( b常用的建筑词汇! G9 @( k/ t! B8 L+ T6 A [) x
' x u" n. ~/ B! _' A2 C. R4 ~
A
) H2 F3 h4 }% y- ?8 Tacceptable quality 合格质量
/ d3 u/ Y0 W4 \) N9 r/ `. sacceptance lot 验收批量
: B' w2 x: D5 [. a5 q. xaciera 钢材
0 A1 { w& E' F! ~! ^& Aadmixture 外加剂
& E! c( B- k5 f9 D0 c8 ^against slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
& [' F; b+ f# A Vaggregate 骨料
# u( f% n" L7 F$ \air content 含气量* |/ I2 {/ b1 i8 Q
air-dried timber 气干材" W" ~0 ^1 R8 L2 o' Y
allowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比
! P/ z/ g( ?* Q' t4 |! |6 Yallowable slenderness ratio of steel member 钢构件容许长细比
: c& \- Z8 {: y6 F# d8 R. z8 J" Oallowable slenderness ratio of timber compression member 受压木构件容许长细比
( p. n9 y% U3 G. p5 r( Gallowable stress range of fatigue 疲劳容许应力幅
) B0 }) L& {) a$ X$ ]0 p- G7 @allowable ultimate tensile strain of reinforcement 钢筋拉应变限值
# D: @ w' U% ^' x% j- uallowable value of crack width 裂缝宽度容许值# }0 w$ S4 e4 e3 J5 D7 N
allowable value of deflection of structural member 构件挠度容许值
0 i* A, [) C. Y8 uallowable value of deflection of timber bending member 受弯木构件挠度容许值
- i; x/ g: Q9 u; [, j% n) v" J- K6 Y7 Vallowable value of deformation of steel member 钢构件变形容许值
3 F0 U, P M* \# o% E) q0 w& Kallowable value of deformation of structural member 构件变形容许值
0 l' c) i: t! B* Kallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
* D# q1 g: {, V& a4 w3 ] T7 W5 G3 Mamplified coefficient of eccentricity 偏心距增大系数& }' n% l. T) P o9 W
anchorage 锚具
1 n/ M- A& V; H/ Zanchorage length of steel bar 钢筋锚固长度
# y7 c2 Q9 I# x! X4 papproval analysis during construction stage 施工阶段验算
# a! R8 Q2 G8 Darch 拱
' X( G8 x3 u& T5 A# C5 M8 uarch with tie rod 拉捍拱
1 c( ]) g) x. i' C2 Z/ darch—shaped roof truss 拱形屋架
; y+ Q+ M& S5 ^: N( P% R6 jarea of shear plane 剪面面积# Z$ R0 r- _; z* S/ b' ~$ _
area of transformed section 换算截面面积0 I& E" o r5 l& d5 a* K4 A5 S2 y
aseismic design 建筑抗震设计
- ^$ M( M4 g% ]/ d6 G Uassembled monolithic concrete structure 装配整体式混凝土结构
/ d) ~0 L8 |9 w, \7 {automatic welding 自动焊接
# U, l7 N1 @" a7 q/ Tauxiliary steel bar 架立钢筋
9 ^0 N5 O+ s" NB 2 R2 `, n5 x/ f% t
backfilling plate 垫板
# ~) |0 b$ A' r4 r: Ibalanced depth of compression zone 界限受压区高度$ Z) \$ [, [! P. H6 Y
balanced eccentricity 界限偏心距
/ |. G7 v X/ v! c% `) ?bar splice 钢筋接头
! y+ |0 I( l# i [( ~; S: abark pocket 夹皮( j, S4 U( d$ p) ~; ]% T
batten plate 缀板
5 X" H& b3 X5 s) @beam 次梁
0 o% ^# r; s; v( u6 rbearing plane of notch 齿承压面(67)
; c ]/ B- f& v! S# xbearing plate 支承板(52)* b5 P8 I8 B# v+ \& m! e, e6 P
bearing stiffener 支承加劲肋(52)
. m5 `( P# U/ M+ X: E( m0 P& fbent-up steel bar 弯起钢筋(35)
% _; l% L6 Q* V4 ` d! b, vblock 砌块(43)+ ~- ~9 ?/ O% B" C: F
block masonry 砌块砌体(44)
9 j f/ _; D$ ?9 nblock masonry structure 砌块砌体结构(41)
7 W! h8 j; V$ W0 Kblow hole 气孔(62)$ ?$ E, K* d* L- `
board 板材(65)
) k- ]% [' a* w1 _ y( y* ubolt 螺栓(54)7 {1 l2 g$ v# q) A* i- I
bolted connection (钢结构)螺栓连接(59)& c, A+ b; I3 p8 R3 s2 d' A
bolted joint (木结构)螺栓连接(69) w. o& h8 a9 ^) a
bolted steel structure 螺栓连接钢结构(50)
$ d* v9 Z1 }& d" dbonded prestressed concrete structure 有粘结预应力混凝土结构(24)
9 B5 @+ @# v2 q8 S9 Y- X/ L7 lbow 顺弯(71)8 d4 A5 `* f4 c$ y3 b& R6 G
brake member 制动构件(7); b* t4 f$ h. C! }
breadth of wall between windows 窗间墙宽度(46)/ q( j P- [1 J. b
brick masonry 砖砌体(44); I5 \! M- d& ^/ D! l6 K6 l, |
brick masonry column 砖砌体柱(42)$ B* Z- L3 x/ |0 G! e/ k" k \ b
brick masonry structure 砖砌体结构(41)
; t' n$ E$ d9 r& ~brick masonry wall 砖砌体墙(42)3 X# D3 e1 J6 O, A: y
broad—leaved wood 阔叶树材(65)1 Z2 ^0 G- y* r8 V
building structural materials 建筑结构材料(17)
( }2 I6 T9 E! E' ]+ t" r9 Kbuilding structural unit 建筑结构单元(
& [* w \. B% L/ s* d; Sbuilding structure 建筑结构(28 K: D+ P# S7 v) N/ N3 L! q. h( Q
built—up steel column 格构式钢柱(51
9 v2 T7 r& R: R4 @bundled tube structure 成束筒结构(3% T2 E% w: h, _/ D! A+ n, Q
burn—through 烧穿(624 M# g a' g+ b( y( ~
butt connection 对接(59
/ u: Z& G! r$ v- _' z3 A, Ybutt joint 对接(70). a `0 P1 G$ e$ D! E- o$ j {
butt weld 对接焊缝(60)
0 N. J% x, x$ b4 e( aC
8 G1 J9 |1 ^" ^calculating area of compression member 受压构件计算面积(67)
3 @+ V) Y2 A7 r9 q4 ~) bcalculating overturning point 计算倾覆点(46)9 `' S( b$ s1 h* d9 f# K- E2 e
calculation of load-carrying capacity of member 构件承载能力计算(10)
, W" _) V2 Q/ H% ^camber of structural member 结构构件起拱(22); s \7 d$ K; o( p: d
cantilever beam 挑梁(42)! L9 Y0 r x d+ g
cap of reinforced concrete column 钢筋混凝土柱帽(27)
" ^3 Y6 Y- _9 j% ^/ q2 pcarbonation of concrete 混凝土碳化(30)
1 }# f9 f0 I7 j2 X8 R) c4 acast-in—situ concrete slab column structure 现浇板柱结构& }" D9 v% t6 h: \3 w- A5 [
cast-in—situ concrete structure 现浇混凝土结构(25)
- c" [& E% H ~6 \1 `9 v3 Mcavitation 孔洞(39)) S/ U9 b: d# o+ H/ O5 j
cavity wall 空斗墙(42)
8 q2 `; D! U; U) o$ h9 O' ]cement 水泥(27)
- w+ Q$ k, {9 m7 Wcement content 水泥含量(38)- j$ P5 l4 @% M9 q4 K
cement mortar 水泥砂浆(43)6 B; g7 t. Z f3 ]/ s
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
1 D- h8 v. m$ R8 t8 m$ ncharacteristi cvalue o fwindload 风荷载标准值(16)$ C4 V# s0 I% S
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)8 I$ R0 F- O3 E: \) }
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)! w C& A2 G* ^4 ~, s
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)5 G5 ^; B- \. [6 d7 j- H0 Z* X* S
characteristic value of earthquake action 地震作用标准值(16)
( v2 C. @; q; ?* A1 M2 t% X2 Ocharacteristic value of horizontal crane load 吊车水平荷载标准值(15)
6 b$ U) S3 R0 V) i/ F( q. \6 gcharacteristic value of masonry strength 砌体强度标准值(44)
2 `5 ?$ l1 W ^3 i1 {4 s6 ucharacteristic value of permanent action· 永久作用标准值(14)9 F* r4 t0 t r, ?4 u! w1 ~, {
characteristic value of snowload 雪荷载标准值(15)
+ a# e4 P B; U0 y8 a! qcharacteristic value of strength of steel 钢材强度标准值(55)
# o0 n9 P! D$ kcharacteristic value of strength of steel bar 钢筋强度标准值(31)
$ x4 @3 u: T3 W8 x# Dcharacteristic value of uniformly distributed live load 均布活标载标准值(14)- y' F V$ u* T- }% X8 e# k
characteristic value of variable action 可变作用标准值(14)4 P; @( @" J, Q" o, T! x- u8 L$ M
characteristic value of vertical crane load 吊车竖向荷载标准值(15)7 W0 }) O2 |- v( O# m( ~# p
charaeteristic value of material strength 材料强度标准值(18); |% a) k+ j$ e8 h z- L+ Y
checking section of log structural member·， 原木构件计算截面(67)( S0 H3 ^5 u* ~
chimney 烟囱(3)$ y# R; f1 N( l* |
circular double—layer suspended cable 圆形双层悬索(6)5 C3 u" i) c3 M9 p1 V$ X! [
circular single—layer suspended cable 圆形单层悬索(6)5 l7 D# M- E' A( l/ B/ n% J
circumferential weld 环形焊缝(60)
% O# k" g2 r2 P$ y7 Hclassfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)* J+ s. u4 I1 }5 `7 \% b7 k! p5 e
clear height 净高(21)$ J3 J$ m2 `6 |% g. C( `* }- _* S1 b
clincher 扒钉(?0)
' O- M3 n! X/ B) icoefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)
0 j8 m4 m; N8 O- i4 ], N- }( scold bend inspection of steelbar 冷弯试验(39)
+ w' U$ J; a: h. x% X5 Jcold drawn bar 冷拉钢筋(28)$ R2 f( H3 |' K0 E
cold drawn wire 冷拉钢丝(29)
i! j; a5 L1 r# u6 j7 g4 Pcold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)
4 g o6 b9 y* T4 ?" D) F3 ^cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)0 B8 }8 A4 ] w1 c6 Q
cold—rolled deformed bar 冷轧带肋钢筋(28)& j: \6 C/ }6 F r0 J6 W7 B
column bracing 柱间支撑(7)% B* ~. Q7 G0 \* J
combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
0 G$ O2 t/ \4 h* y8 Icompaction 密实度(37)" K# r* [0 }- _5 E6 A
compliance control 合格控制(23)
/ b j: P O, M! Ucomposite brick masonry member 组合砖砌体构件(42)
3 a* P7 s7 ]9 pcomposite floor system 组合楼盖(8)& z5 s; m4 N( Z+ c
composite floor with profiled steel sheet 压型钢板楼板(8)
2 N) F! c5 Y# }composite mortar 混合砂浆(43)/ _* t- t# ~& A* [8 F" g$ a6 L4 v
composite roof truss 组合屋架(8)
2 x3 i" w3 X K+ |) Ocompostle member 组合构件(8)
) e1 ]5 N9 x8 u5 w; r8 Ccompound stirrup 复合箍筋(36)0 b4 B! q9 D- P' f2 _" E& v& M P
compression member with large eccentricity· 大偏心受压构件(32); S) O0 W. [& ~( W
compression member with small eccentricity· 小偏心受压构件(32)
& K* @9 ~" p/ m+ `$ K# ]% [2 n/ ucompressive strength at an angle with slope of grain 斜纹承压强度(66)" Q5 q$ K' B4 O# B& D5 o
compressive strength perpendicular to grain 横纹承压强度(66). m- O- `8 _0 I, W, _) F
concentration of plastic deformation 塑性变形集中(9)- l, P: x3 j( l$ {$ y
conceptual earthquake—resistant design 建筑抗震概念设计(9)
1 |! F) e- k& w2 R% wconcrete 混凝土(17)' @. D# k5 l' [6 O) H- h0 m# N( F
concrete column 混凝土柱(26)8 ? \1 X; M8 r( }7 Z' A8 T
concrete consistence 混凝土稠度(37)
$ O. g2 F6 o3 n" ^1 B M6 ~concrete floded—plate structure 混凝土折板结构(26)6 I% s6 @& }0 O7 ?
concrete foundation 混凝土基础(27)) l/ R- ^/ c. h3 a5 b. f: n/ @
concrete mix ratio 混凝土配合比(38): I9 ]% n- [, r, t* M
concrete wall 混凝土墙(27)
3 z! j# a1 w6 x- W- \5 J# |- ]5 Kconcrete-filled steel tubular member 钢管混凝土构件(8)1 r' |# y3 W( q+ }. f5 t' Z
conifer 针叶树材(65)
4 H0 F5 ]- J1 Q5 o2 G4 I5 k% v5 |" ^coniferous wood 针叶树材(65)
0 r1 g4 Q& w' Pconnecting plate 连接板(52)" j# _6 O. d: ?$ B& y; U) O2 p+ L
connection 连接(21)
2 }3 v$ c5 ^3 {2 d4 aconnections of steel structure 钢结构连接(59)/ |; ^4 ~/ o2 C) |: a+ m' K& Y4 J1 m
connections of timber structure 木结构连接(68)! r+ j: p0 l% D, h, R
consistency of mortar 砂浆稠度(48)
) J+ G8 T3 X) j( E: M: uconstant cross—section column 等截面柱(7)* d+ o/ F0 F9 ] k2 `0 G
construction and examination concentrated load 施工和检修集中荷载(15)4 L) c, _4 H+ ]0 A5 `
continuous weld 连续焊缝(60)+ R( o, S% x8 e0 a& I+ A
core area of section 截面核芯面积(33)! ]7 x% X1 {) b; m( r
core tube supported structure 核心筒悬挂结构(3)
( B6 n( D8 g9 g6 K- |( h" Wcorrosion of steel bar 钢筋锈蚀(39)7 W4 `& o5 D3 M1 b' c
coupled wall 连肢墙(12)
% F; K5 r/ B/ H6 T7 \8 Rcoupler 连接器(37)
" E/ `9 Y3 k+ g# a3 mcoupling wall—beam 连梁(12)
% W3 C6 q4 x5 _# E4 O, K9 F5 fcoupling wall—column... 墙肢(12)
* c U6 p- M. Q/ ^/ [5 \" p9 Wcoursing degree of mortar 砂浆分层度(48)' V0 }. t1 C) w' p+ Q
cover plate 盖板(52)
" k2 I8 V9 a0 O. M- F# |covered electrode 焊条(54)
0 z6 I+ V" h+ Ccrack 裂缝(?0)
j! K& T, {' q1 d8 ccrack resistance 抗裂度(31)$ d1 v' Z$ Y r; Z$ z! n
crack width 裂缝宽度(31)( q; P% K; y( `' I5 v! w
crane girder 吊车梁(?)( Q! K; q1 A: J% I8 m# A8 O2 E
crane load 吊车荷载(15)
! q2 q7 T7 o2 ?9 a3 S* ^" Gcreep of concrete 混凝土徐变(30)
. h9 n+ Q% x2 c" tcrook 横弯(71)" g2 v& m: i0 ^& o" v
cross beam 井字梁(6)- [! e- i: c) x7 l
cup 翘弯2 d# f! @9 _2 f4 k. D# \
curved support 弧形支座(51)3 ]4 n! F( j* }6 U: ^
cylindrical brick arch 砖筒拱(43)
% A1 e: f, j' z3 Q. M3 o5 MD 3 g. d* ^. t9 J. m$ s+ H
decay 腐朽(71)6 {8 G6 i. _$ L, j1 O2 o
decay prevention of timber structure 木结构防腐(70)% I+ k7 r0 Q# k& x0 t+ q
defect in timber 木材缺陷(70)
/ W& M# d/ k% Z8 Y5 v6 y( I, udeformation analysis 变形验算(10)" U2 a5 M: a: ~- E" E
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)4 ?7 `5 Z4 f. d5 q7 x; e
degree of gravity vertical forwall surface 墙面垂直度(49)# \0 u+ |9 I I3 U& i- U9 S( m
degree of plainness for structural memer 构件平整度(40)
. m+ [8 {9 I- d/ U8 h) gdegree of plainness for wall surface 墙面平整度(49)
: u `' H' g: ^8 cdepth of compression zone 受压区高度(32)
/ L& y, r' I" W4 ndepth of neutral axis 中和轴高度(32)3 s( x$ S1 C9 I; _" M
depth of notch 齿深(67)( Y3 F. p7 F2 B+ ?0 z
design of building structures 建筑结构设计(8); B% W4 m0 F7 R0 V( [$ ~
design value of earthquake-resistant strength of materials 材料抗震强度设计值(1* ?! A( a% o) i; w# @! a. R0 o9 @
design value of load—carrying capacity of members· 构件承载能力设计值(18 Q0 ?3 W2 |3 l3 e
designations 0f steel 钢材牌号(534 U+ ?- U, t, B) r
designvalue of material strength 材料强度设计值(1
$ H3 b4 L- P4 ]# _: ~& M5 Ydestructive test 破损试验(40
' X* c& L# x& |6 H& D1 \0 }detailing reintorcement 构造配筋(350 z- J; P- P) ]: l" w# _
detailing requirements 构造要求(22; N& l! [6 Q/ [9 k
diamonding 菱形变形(71)7 _9 u9 Z' ^, `9 @" b/ a% U
diaphragm 横隔板(52
2 ]" {) E1 g8 d h3 | O% }$ ldimensional errors 尺寸偏差(39): w. J) f) Z# F) h/ g
distribution factor of snow pressure 屋面积雪分布系数1 o1 Z: V A3 q( B2 s9 h
dogspike 扒钉(70)
' u# N0 S% B% ~) Cdouble component concrete column 双肢柱(26)2 v T0 j; P. L. y
dowelled joint 销连接(69)) _- ?3 C, ?. `. X0 E+ m* l5 _
down-stayed composite beam 下撑式组合粱(8)
: Q: D) f: P8 V3 d% Kductile frame 延性框架(2)
& _7 o0 K- |; v) M" l3 kdynamic design 动态设计(8); ~' p* I9 L1 `5 w+ r
E 4 Q% c- E- Y$ v0 F! |3 A6 J, i
earthquake-resistant design 抗震设计(9：
1 U U& U8 R0 E5 t bearthquake-resistant detailing requirements 抗震构造要求(22)
, M, Y( J/ ~. F- D! T4 W* B6 s9 Leffective area of fillet weld 角焊缝有效面积(57). R$ G; n; O7 H0 A1 C8 i
effective depth of section 截面有效高度(33)( B- k4 x3 D$ P3 k, O% H
effective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)
# f1 M! @+ @7 S1 beffective height 计算高度(21)
$ ]% [; e8 H' K; oeffective length 计算长度(21)6 D: R$ h5 b4 k- H
effective length of fillet weld 角焊缝有效计算长度(48)
! X0 V+ o& ~% S9 [. T8 u9 eeffective length of nail 钉有效长度(56)6 Q% X) `) _) V4 |
effective span 计算跨度(21), k4 U n( L q8 r
effective supporting length at end of beam 梁端有效支承长度(46)% p9 c% V% Y4 a. J. ?8 A
effective thickness of fillet weld 角焊缝有效厚度(48)9 s% Y' D( W9 o! s) u7 q
elastic analysis scheme 弹性方案(46)
* ]( D( g6 S2 }5 k& }6 f2 Helastic foundation beam 弹性地基梁(11)
) T$ A7 Q' _( {. U6 m+ {1 L$ Helastic foundation plate 弹性地基板(12)
# ~# f M( ^6 Z3 \$ }# Y: Gelastically supported continuous girder· 弹性支座连续梁(u)
. g9 B x8 E: B# e5 |elasticity modulus of materials 材料弹性模量(18)
) E+ T& X! b6 `0 n$ @elongation rate 伸长率(15)
( n* Z( e* g3 \) r5 I, n3 x& Yembeded parts 预埋件(30)9 h3 |# m/ L( Y- \7 ]+ \% D/ U
enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14): N' s# F0 T8 k3 w
entrapped air 含气量(38)
* q8 j+ N- V3 B) M: Hequilibrium moisture content 平衡含水率(66)3 U: ^ i4 J2 }9 J3 P+ e
equivalent slenderness ratio 换算长细比(57)( }9 J9 W- E% t
equivalent uniformly distributed live load· 等效均布活荷载(14)
; X7 d) s) a9 {) vetlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
# k- t9 n b- s$ Bettectlve cross—section area of bolt 螺栓有效截面面积(57)
" ]. K" G" p! k2 c4 U, g! Leuler's critical load 欧拉临界力(56)& M# [+ b, ~! x- ?
euler's critical stress 欧拉临界应力(56)
: ~/ F4 U0 c( u, Z& ~$ ~excessive penetration 塌陷(62)
$ R6 Z) y3 }" E, lF
0 B9 s3 |* ?; v/ a- ^; c7 m9 Gfiber concrete 纤维混凝仁(28)- n9 X, q+ T% G1 s( x$ L J
filler plate 填板门2)
0 E+ {, G' C7 ]0 N) {! zfillet weld 角焊缝(61)
* B Q; c' Y7 Q( Z2 E- _final setting time 终凝时间()
; E, H" a' L5 u5 A: Hfinger joint 指接(69)
. v* ^. Q: J5 M" \1 w/ Ifired common brick 烧结普通砖(43)
- K7 I. F" B8 N( D! Dfish eye 白点(62)
( q5 U. F5 k4 _$ ~# M/ Afish—belly beam 角腹式梁(7) S, p2 y9 Z/ X4 P' R: F
fissure 裂缝(?0)5 F# I8 C/ M. |: r( f) q
flexible connection 柔性连接(22)
/ O' _ W# J; i2 Yflexural rigidity of section 截面弯曲刚度(19)
$ t- ?9 d. o2 L6 u/ iflexural stiffness of member 构件抗弯刚度(20)
$ u5 _) V. H& ?$ B0 hfloor plate 楼板(6)
" n q, a! @& ^5 [0 _+ rfloor system 楼盖(6)
6 l$ I; R0 P% ^( N% u) R7 Tfour sides(edges)supported plate 四边支承板(12)
! g: \3 U5 y) Yframe structure 框架结构(2)
. i% u1 D! v7 ~4 |8 ]7 }$ Gframe tube structure 单框筒结构(3)
% p( ]/ s5 g. _2 Jframe tube structure 框架—简体结构(2). T$ w" P+ G0 x$ S9 n/ j8 l& B& W
frame with sidesway 有侧移框架(12). }' U- e0 s0 u8 S, L" C' q( W
frame without sidesway 无侧移框架(12)# [# L0 A2 {# u. ^9 r$ k/ I2 ?
frange plate 翼缘板(52)
* Q9 L# u' g7 Q) |! @friction coefficient of masonry 砌体摩擦系数(44)4 I9 l. \( O. V1 q' O! p# e; x5 ^
full degree of mortar at bed joint 砂浆饱满度(48)
) d- B' z3 t5 i+ F0 Z2 C* m7 ofunction of acceptance 验收函数(23)( U5 d, Q" ]2 l8 z0 F, [
G 1 M1 O9 M* ]/ b' J+ m/ ]
gang nail plate joint 钉板连接()
% t4 P( n5 I5 N1 V% kglue used for structural timberg 木结构用胶
9 M9 F! L. ^8 tglued joint 胶合接头
! @0 Z- ]8 {8 m" H* I& vglued laminated timber 层板胶合木(¨)( l$ N7 y" Y5 \7 B
glued laminated timber structure 层板胶合结构‘61)0 b1 ~8 h \5 `- G+ ^7 I
grider 主梁((㈠1 o* \" v/ b t# E
grip 夹具
7 _1 |: ^+ v) F' M& Q: `grith weld 环形焊缝(6÷))
: a# R. N9 ^) u+ xgroove 坡口
3 J$ V r- K: C# Ggusset plate 节点板(52)
* P5 R; o: L! T$ t% Z `H
5 B: c9 P" o+ S- thanger 吊环
9 X5 I! q1 n/ b7 d% r3 thanging steel bar 吊筋9 p4 ]9 ?# f# G7 c$ ~
heartwood 心材( U5 g K& b5 _; i+ ^+ |+ X& w
heat tempering bar 热处理钢筋(28)
, x8 J6 h0 x5 T" b3 h3 Pheight variation factor of wind pressure 风压高度变化系数(16)
( h0 @9 h: Q+ I2 o# @heliral weld 螺旋形僻缝, s- h H' k' {8 t+ W. W
high—strength bolt 高强度螺栓
9 f4 h7 x2 @! D7 }, }. ~( `' Bhigh—strength bolt with large hexagon bea 大六角头高强度螺栓9 ]) p v5 e% J# U4 ?( A5 X
high—strength bolted bearing type join 承压型高强度螺栓连接，
! b1 _3 E6 [" w( N7 rhigh—strength bolted connection 高强度螺栓连接' ?$ h! i# S ]* `3 B" O
high—strength bolted friction—type joint 摩擦型高强度螺栓连接
$ z7 W' `% t0 J% ?) G! qhigh—strength holted steel slsteel structure 高强螺栓连接钢结构- e3 i4 ~" ^ n9 y g
hinge support 铰轴支座(51)
8 \9 C4 A* u0 l- N3 khinged connection 铰接(21)
* r& h, y' {# Yhlngeless arch 无铰拱(12)8 f2 Y8 k; U+ X5 C: ?) T
hollow brick 空心砖(43)
6 G* X9 Q% B9 @' e' w5 T* d9 B5 ~hollow ratio of masonry unit 块体空心率(46) U9 U# K$ \. r! n+ W4 A6 m6 V
honeycomb 蜂窝(39)
$ I0 I) T$ `* k/ A1 ^, lhook 弯钩(37)
; L& @# I& t" A7 A9 l9 W/ f. [hoop 箍筋(36)+ G3 S: \! Z5 D" f' f: [
hot—rolled deformed bar 热轧带肋钢筋(28)
+ R) K7 [& ?- x8 ihot—rolled plain bar 热轧光圆钢筋(28)
4 v) i6 m( e+ m* T: M* ghot-rolled section steel 热轧型钢(53); X6 z s- P5 M( c7 S
hunched beam 加腋梁(?)
& v5 q" d% k- q" V0 p6 TI
# z* _0 Y8 e! }8 Nimpact toughness 冲击韧性(18)2 x5 o% ?! A/ V1 g' Q/ T+ X& D
impermeability 抗渗性(38)
- W, U9 B0 X1 c. T+ M- @, i7 H/ l( Qinclined section 斜截面(33)' m6 r0 Z* U/ g5 ^
inclined stirrup 斜向箍筋(36)
, o$ w6 \' o4 D9 J# p+ rincomplete penetration 未焊透(61)+ m9 @$ ?- i4 C" ~* z# V6 o# o
incomplete tusion 未溶合(61)
& q5 R8 L9 p1 x: }6 U$ V9 G; ~. kincompletely filled groove 未焊满(61)1 ~5 o p, z5 [* d m
indented wire 刻痕钢丝(29)2 l3 K& L; L8 p) b( T. T
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)6 a6 x9 w7 g# I: H% T' `
influence coefficient for spacial action 空间性能影响系数(46)
0 e4 N3 Q& E2 F' p- L" q' R$ [7 dinitial control 初步控制(22)
! x' u7 p+ Y* G# {' kinsect prevention of timber structure 木结构防虫(?o); P5 C q2 Z. j* u, x
inspection for properties of glue used in structural member 结构用胶性能检验(71)0 @+ I0 S! n; T1 T4 e7 m9 N
inspection for properties of masnory units 块体性能检验(48)' [* _/ F8 y: r, B$ M$ P( I0 V
inspection for properties of mortar 砂浆性能检验(48)1 X' M( M3 V% b+ f& L7 O, y- K
inspection for properties of steelbar 钢筋性能检验(39)/ @1 s1 a* o# r" x
integral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
$ ~- p' g9 K. w7 y, Q0 xintermediate stiffener 中间加劲肋(53)3 O+ }! V @9 a% d+ h% D' l/ e
intermittent weld 断续焊缝(60): n0 [9 m: E, f0 n
J
7 \: I! T# o/ P& x) Q p, H3 ?joint of reinforcement 钢筋接头(35)
1 h6 F! B% G7 A6 |K ) c8 g) b) x$ i% h
key joint 键连接(69)0 T Q5 Q/ p' ?! [' S& ?8 ~; i
kinetic design 动态设计(8)! H5 Y& V) }* w7 W6 H9 z" A
knot 节子(木节)(70)
6 ]/ X5 h2 F ^3 ]3 H! Q _9 kL
" i/ k9 h- G- j& Blaced of battened compression member 格构式钢柱(51)
* e/ n6 ?2 }% Q; n+ I) t0 N0 Jlacing and batten elements 缀材(缀件)(51)
! G0 }2 v. c/ l1 F8 }+ Clacing bar 缀条(51)
$ g; e3 x1 Q) h# o* Blamellar tearing 层状撕裂(62)5 Z$ j$ H7 d4 P* |' \* n! h
lap connectlon 叠接(搭接)(59)
! d1 @: x' p- O& J x, m1 Clapped length of steel bar 钢筋搭接长度(36)( Q' K; Q( n0 D* e
large pannel concrete structure 混凝土大板结构(25)8 c7 x( G, M2 |& ^
large-form cocrete structure 大模板结构(26)+ f6 Z8 {8 ?) D0 p1 x- V2 K% B0 I
lateral bending 侧向弯曲(40)* X: ]1 h( ]3 B0 N7 [4 ^
lateral displacement stiffness of storey 楼层侧移刚度(20)
- _4 a! w' d V' V# o2 p! J& llateral displacement stiffness of structure· 结构侧移刚度(20)3 ]) F9 e W5 v J7 ^' @
lateral force resistant wallstructure 抗侧力墙体结构(12)2 Z4 \ u5 @6 I9 A
leg size of fillet weld 角焊缝焊脚尺寸(57)% b' ?9 j0 _" V! b
length of shear plane 剪面长度(67)
" J( t/ j, z5 h* i% B" \0 wlift—slab structure 升板结构(25)
C9 i U/ u% t2 H+ y" `light weight aggregate concrete 轻骨料混凝土(28)
" K! H3 v$ H/ g6 s5 U7 Vlimit of acceptance 验收界限(23)+ \2 A) r I* f/ c# b
limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)" M) _2 a6 j. R% b
limiting value for sectional dimension 截面尺寸限值(47)# H( u$ F0 @4 f
limiting value for supporting length 支承长度限值(47)4 ~& V7 I6 D! w* e
limiting value for total height of masonry structure· 砌体结构总高度限值(47)
3 T) ]- X& m4 n& u! L- Vlinear expansion coeffcient 线膨胀系数(18)- f3 q* U& _+ o
lintel 过梁(7)
& H2 C! C" t& Y2 nload bearing wall 承重墙(7)
1 ^. u n- h) D6 }load-carrying capacity per bolt 单个普通螺栓承载能力(56)0 O: l! {/ [7 T. i8 j
load—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)
j R. ~* F* B m' }) k Wload—carrying capacity per rivet 单个铆钉承载能力(55)9 Y6 m$ I, p) ~- U5 d
log 原木(65)
8 [, @, l. U) i/ \( r( glog timberstructure 原木结构(64): W2 O2 v$ p8 [) C1 o7 p% [+ U& o! x* \
long term rigidity of member 构件长期刚度(32)
h5 @# s' X9 _; clongitude horizontal bracing 纵向水平支撑(5)+ S, P" i# q/ x0 J9 r$ U; C9 `
longitudinal steel bar 纵向钢筋(35)
$ H2 C% P" H3 Qlongitudinal stiffener 纵向加劲肋(53), ~2 d% m! p: u3 A% k( y! v+ B6 z ]- ~
longitudinal weld 纵向焊缝(60)
4 R( _3 k3 h3 wlosses of prestress ‘预应力损失(33)
7 c7 D7 a& W1 h) J+ {1 S% Rlump material 块体(42)
. P! q3 i0 ]( FM
- R) z9 p' w, X& \4 V7 r) Zmain axis 强轴(56)( z7 T$ z# ]0 c6 t `0 o
main beam· 主梁(6)% l k5 ^5 d5 Q, s; T- ~
major axis 强轴(56)
- z+ K4 u6 F3 r& {5 W+ emanual welding 手工焊接(59) D1 F% `5 G. z) y
manufacture control 生产控制(22)
; z9 \( v; S; S7 m j" rmap cracking 龟裂(39)
5 l4 L, q3 o: E4 L; h+ Nmasonry 砌体(17)' e% ]7 U. d7 J: j# o1 y
masonry lintel 砖过梁(43)- W$ u6 y! v4 C) f
masonry member 无筋砌体构件(41)
4 D' ?" p; E7 _4 ]9 x0 \masonry units 块体(43): l) W% Z% u& V# Y' D
masonry—concrete structure 砖混结构(¨)
- l7 L. e. c3 Kmasonry—timber structure 砖木结构(11)
' z |! }/ X, Y& {" qmechanical properties of materials· 材料力学性能(17)9 _, Z& S6 Z; N2 q& G# f
melt—thru 烧穿(62) v, I6 w9 f0 a1 E; l; T
method of sampling 抽样方法(23)
% J1 z/ v6 c; Lminimum strength class of masonry 砌体材料最低强度等级(47)
9 R3 e" ^. |$ kminor axls· 弱轴(56)
; o+ x0 ?4 R3 ?mix ratio of mortar 砂浆配合比(48)
' c; A* f, ~; o$ }mixing water 拌合水(27)' g* I4 Y' k, j7 B
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)* f( K. O5 g* m
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)4 ~0 ^" J% X( O' m l
modulus of elasticity of concrete 混凝土弹性模量(30)+ U1 N* K2 }! y @
modulus of elasticity parellel to grain 顺纹弹性模量(66)
9 z2 @7 A( p5 ^) k) Y tmoisture content 含水率(66)/ {, j9 \+ H! z9 `, |8 K
moment modified factor 弯矩调幅系数
4 M6 j- _* {4 v# f9 G$ [1 T' |1 G( o$ gmonitor frame 天窗架
4 v% s4 [' Z+ F; c0 \% `* y$ Xmortar 砂浆" P# M' e8 ]( s
multi—defence system of earthquake—resistant building· 多道设防抗震建筑
& L. S. \3 E+ T1 s7 c+ O% [multi—tube supported suspended structure 多筒悬挂结构0 f# N7 b5 M$ n' k e
N - O! ~& z, e* e; r
nailed joint 钉连接，) p# C9 [% i. K6 W- k- P$ `
net height 净高l
7 V' V' `0 [8 W Nnet span 净跨度
$ ]7 ^9 @9 E- jnet water／cementratio 净水灰比
, M! r& D9 ]& A, M5 q; `non-destructive inspection of weld 焊缝无损检验
$ W5 b' u9 j& q1 Ynon-destructive test 非破损检验 A: R, g( D; ]' Y# Q5 g6 x& C
non-load—bearingwall 非承重墙
' K7 E. @* t6 ]non—uniform cross—section beam 变截面粱! B, {: G. {* _! S
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
( E, c1 R* f5 u+ {6 y/ z( ]normal concrete 普通混凝土
% ?0 Q* s4 u+ n' k1 w5 onormal section 正截面. c+ Y0 u ^0 {
notch and tooth joint 齿连接2 L; Z, t" o$ M8 x, d
number of sampling 抽样数量
o& n9 X/ E i2 ~ AO ( ]( J' u) m7 c
obligue section 斜截面 Z) @+ U& x/ }4 i1 f
oblique—angle fillet weld 斜角角焊缝" z8 @, i' o0 G% f+ P
one—way reinforced(or prestressed)concrete slab‘‘ 单向板" s% L' s# X. [& {$ p& m% y
open web roof truss 空腹屋架，
8 \# J5 J9 E+ K! @- lordinary concrete 普通混凝土(28)
5 @0 E7 D' p7 fordinary steel bar 普通钢筋(29)) q, P6 O, k4 i
orthogonal fillet weld 直角角焊缝(61)* ^; }' b9 V5 i4 w; @% C
outstanding width of flange 翼缘板外伸宽度(57)# @9 D, D2 q. l
outstanding width of stiffener 加劲肋外伸宽度(57)9 b, f! A2 C; V1 \6 j8 Q
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)
; ?* t4 P1 |; i% i( ^' l4 ~overlap 焊瘤(62)
( d$ b' w2 c5 m" Y+ b9 X9 voverturning or slip resistance analysis 抗倾覆、滑移验算(10)
- d C' V, B& |. H( DP ) S2 y- S# m( J, z& U. U
padding plate 垫板(52)
& L1 j/ i$ J9 p( E9 Ipartial penetrated butt weld 不焊透对接焊缝(61)
8 {/ ~9 ^3 |8 D K4 v; i2 Wpartition 非承重墙(7)
3 O2 y/ W* ^; I m1 Tpenetrated butt weld 透焊对接焊缝(60)
- `/ h: f$ W6 ]7 a- }percentage of reinforcement 配筋率(34)' j) V) a/ i& Y* ~% J1 R: k
perforated brick 多孔砖(43) S5 x! x; Q/ t1 a7 y
pilastered wall 带壁柱墙(42)) p- f y& |, B8 L1 o, t) ?% v2 m9 m
pit· 凹坑(62)
- r- U$ b! x8 X# e1 ~( ppith 髓心(?o)$ w; v+ Y; n5 x9 l9 B' n E
plain concrete structure 素混凝土结构(24). g! g& H8 C% v! _ _
plane hypothesis 平截面假定(32): q7 ^2 i( I! I4 c: O
plane structure 平面结构(11)
) ]9 F# M. r' ?, W4 T" ~2 x+ ]plane trussed lattice grids 平面桁架系网架(5)( _) P/ d9 z6 t/ o
plank 板材(65)! K9 L) E x, @) T1 ~) G1 m# |
plastic adaption coefficient of cross—section 截面塑性发展系数(58)
8 i2 W+ q0 X3 zplastic design of steel structure 钢结构塑性设计(56)' O/ _4 ~0 {6 S! \
plastic hinge· 塑性铰(13) `- H* j; W0 {5 {" \6 ^
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
/ k7 v8 P* B# p6 ?) B4 ?8 xplate—like space frame 干板型网架(5)
! Z" _* V C' h: Gplate—like space truss 平板型网架(5)' X4 w% J8 t4 O; |& Z1 g( W. E
plug weld 塞焊缝(60)! |: g. q+ e/ [. W4 w
plywood 胶合板(65)
4 p5 |0 R6 D) ]; G4 v4 i! ^! nplywood structure 胶合板结构(64)
0 j+ ^' k3 P6 J, s8 \+ Fpockmark 麻面(39)
& j/ i; I2 g, i# H- r Tpolygonal top-chord roof truss 多边形屋架(4)
$ U9 g, Z8 S9 q" [1 b4 {7 G+ epost—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)2 e& O: g5 v& B5 O1 j" l0 S% v
precast reinforced concrete member 预制混凝土构件(26)+ D% v7 |1 `$ Q2 L8 i% A6 O
prefabricated concrete structure 装配式混凝土结构(25)
# n0 M1 I* y% {, Y/ ipresetting time 初凝时间(38)
8 {, J J5 `+ p# J7 I7 ]: b5 Dprestressed concrete structure 预应力混凝土结构(24)6 U6 r# A/ _+ [7 }) l
prestressed steel structure 预应力钢结构(50)! h& T/ L5 j5 `# W; Q8 z
prestressed tendon 预应力筋<29)
& S1 p" N+ V1 X" e. b5 M5 Xpre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)0 @$ s* y& |9 N% \, [: w% i6 T
primary control 初步控制(22)
( y: b. x+ n' L1 ?- W4 ^" _production control 生产控制(22)
; Q0 n5 F. Z6 ]6 w- `# Z! aproperties of fresh concrete 可塑混凝土性能(37)
% T( M) w3 b! ^8 m' E1 Vproperties of hardened concrete 硬化混凝土性能(38)
. `6 K! e c8 s7 l5 G% Y/ L1 H* @property of building structural materials 建筑结构材料性能(17)
2 ], C4 x' ~1 D! a2 r, apurlin“—””— 檩条(4)
' A; g1 I: B% t+ ` Y9 SQ 1 z- i4 o! i7 z. l- n: e& j" e
qlue timber structurer 胶合木结构(㈠)
! h- ?6 D5 X& r {9 y! Equality grade of structural timber 木材质量等级(?0)9 R8 {/ f3 D! Y4 v( _' w
quality grade of weld 焊缝质量级别(61)
7 Z3 V% J* y( B; R3 {8 fquality inspection of bolted connection 螺栓连接质量检验(63)
- m1 V3 L* q6 v5 }# I% Squality inspection of masonry 砌体质量检验(48)- G7 Z0 Q! n/ b
quality inspection of riveted connection 铆钉连接质量检验(63)
% _* I& ?4 A9 M$ H- O! \4 \1 Rquasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15) X/ `% s; p5 e' _- b
R ' p a6 J$ ]( x& F J
radial check 辐裂(70)2 G# _6 I; T4 A- N7 B7 s* H8 U
ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)3 Q9 X, a0 P D6 M
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48) ?6 ?1 U& `# K
ratio of reinforcement 配筋率(34)
; h* v& J9 @4 [5 H l4 N) ?2 M5 P' lratio of shear span to effective depth of section 剪跨比(35)
. b0 B! }- Z- D1 @# N& E+ |) Gredistribution of internal force 内力重分布(13)- s% L [/ Z9 s' c2 k u
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)
# D5 u$ g3 d: Nreducing coefficient of liveload 活荷载折减系数(14)
% l* D6 r& b( U/ \. h1 P) A) d( V# Breducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
( p6 Z [4 g- c& G M) i6 hregular earthquake—resistant building 规则抗震建筑(9)9 F0 l9 i7 g5 J
reinforced concrete deep beam 混凝土深梁(26)
) [5 d- m/ G: C5 m; I* F8 M* K5 oreinforced concrete slender beam 混凝土浅梁(26)
; s% A4 L3 Q4 j+ j) rreinforced concrete structure 钢筋混凝土结构(24)
1 u6 G) X+ F& `reinforced masonry structure 配筋砌体结构(41)
$ K) p0 o" |3 q$ n& Z5 t, m" @( wreinforcement ratio 配筋率(34)# R/ N% E8 D/ W0 B) D" V2 Z
reinforcement ratio per unit volume 体积配筋率(35); Y* J' E, E% m* w7 L
relaxation of prestressed tendon 预应筋松弛(31)9 w+ r: q8 T, R3 X4 ]4 ]
representative value of gravity load 重力荷载代表值(17)
9 u- t6 K% s2 ]; n" ]resistance to abrasion 耐磨性(38)0 K8 m3 ~" _( V5 Q0 u# f. ]
resistance to freezing and thawing 抗冻融性(39)
/ M' i5 Q0 ~& [3 c8 `# cresistance to water penetration· 抗渗性(38)% }- J2 ^ T' w% o* M% t7 ~/ j. ?7 G
reveal of reinforcement 露筋(39)
7 ^+ R# z+ q) r6 P9 C/ {2 ~3 n# J, P; Dright—angle filletweld 直角角焊缝(61)9 ]# n8 ~! Z3 X3 \& |* v
rigid analysis scheme 刚性方案(45)/ W3 b3 g+ i: F* e B- I
rigid connection 刚接(21)
' i# T- g2 E8 V+ L2 X/ Zrigid transverse wall 刚性横墙(42)
* v; D V0 U* k4 [$ }3 Y6 e! Rrigid zone 刚域(13)- M. p* ~0 n3 L2 g- w* }
rigid-elastic analysis scheme 刚弹性方案(45)
6 W4 D. P! D, i" F Jrigidity of section 截面刚度(19)
; L- c$ ^: a* t1 w) \; |3 ^rigidly supported continous girder 刚性支座连续梁(11)
D" C P6 C: I2 |. n6 Uring beam 圈梁(42)' g$ D8 D% Z' l! U& \
rivet 铆钉(55)" ` k9 P+ r K' \
riveted connecction 铆钉连接(60)5 n7 n1 x$ v3 Y% j
riveted steel beam 铆接钢梁(52)
3 n/ H; J1 B" g* r1 l4 wriveted steel girder 铆接钢梁(52)( p6 [+ [3 B9 W! c- ^" A& C: P( x# ?
riveted steel structure 铆接钢结构(50)6 U$ ?5 Z1 f1 j! S& G. y: f$ X
rolle rsupport 滚轴支座(51)
2 l3 f& [0 D% w* Qrolled steel beam 轧制型钢梁(51)
( ]* Y. t/ H& Y% R6 C. E( R; b* qroof board 屋面板(3): @* Z% F/ }; G+ r
roof bracing system 屋架支撑系统(4)
7 f! R7 R) Z# S) ]7 [7 D* Nroof girder 屋面梁(4)' n1 w( Z ~) u: U! Y3 E
roof plate 屋面板(3)+ [. f0 ~4 b. F# U4 D
roof slab 屋面板(3)
# ~1 o9 l! | D1 n/ r" Droof system 屋盖(3)
( T% J6 r. }8 Z2 hroof truss 屋架(4)9 j* R/ _9 g5 `
rot 腐朽(71)
7 K- S6 L- ^, D$ t, E% ]round wire 光圆钢丝(29)
) _+ i8 H9 |/ e2 W" pS * _+ W8 \& b, \" _6 l
safety classes of building structures 建筑结构安全等级(9)2 D: o4 `4 {! X# ]: N9 @- A/ W
safetybolt 保险螺栓(69)1 k/ d6 {% Y3 _) H5 `* I; R
sapwood 边材(65)0 ~2 o! k _' z- p
sawn lumber+A610 方木(65)
$ x( Z) G. x7 R- U5 I: |; Rsawn timber structure 方木结构(64)
# x" X3 h2 E4 f) p4 Nsaw-tooth joint failure 齿缝破坏(45)
: |; U8 I/ Q- Mscarf joint 斜搭接(70)
# O2 m/ \5 D9 o( B9 O" Qseamless steel pipe 无缝钢管(54)5 G9 r( T0 T& \- e9 i4 y7 X
seamless steel tube 无缝钢管(54)' a' w9 S. N2 F" x$ M
second moment of area of tranformed section 换算截面惯性矩(34)' K" U8 I4 [5 z
second order effect due to displacement 挠曲二阶效应(13), E$ n# l* w4 ^' x/ P& i
secondary axis 弱轴(56)- f6 u5 U2 N: I1 o9 x
secondary beam 次粱(6)0 R1 q* f( v b7 [3 C
section modulus of transformed section 换算截面模量(34)
" B% l) J5 G2 H6 B: Y3 usection steel 型钢(53)% E0 V: y9 j, x2 W+ y9 A" r
semi-automatic welding 半自动焊接(59)
2 m Q; w% Q! Wseparated steel column 分离式钢柱(51)
' o% c1 V2 k& y. y. Z5 o1 \3 ?setting time 凝结时间(38)
! q, j8 g5 g9 G# m7 D2 Ishake 环裂(70)1 R. k# R) N5 I& r# o6 J
shaped steel 型钢(53)
7 a0 D7 Y& y" x! X+ bshapefactorofwindload 风荷载体型系数(16)
; ~" t2 e/ P7 Xshear plane 剪面(67) I0 h& R5 ^6 O- x e$ u- Y/ w5 \
shearing rigidity of section 截面剪变刚度(19)
' ]( V V. h5 |6 P: Mshearing stiffness of member 构件抗剪刚度(20)
; l" T- S7 c( v8 h( ^short stiffener 短加劲肋(53); c0 I. G. U$ D, B ^
short term rigidity of member 构件短期刚度(31)
, t9 [7 _+ ] l- B: Sshrinkage 干缩(71)
8 m3 Z P) X3 S! cshrinkage of concrete 混凝干收缩(30)
& W/ ]0 N4 b% v, f9 l6 osilos 贮仓(3)
7 L* l7 X) X4 E/ o# gskylight truss 天窗架(4)( l6 r; h0 N" w" Z7 n
slab 楼板(6)
5 w! q! M% v( Qslab—column structure 板柱结构(2)
1 o. T( j9 L5 `9 _. pslag inclusion 夹渣(61)! q' N6 T% x/ H# {& f
sloping grain ‘斜纹(70)% `1 [1 F6 R2 x6 m& s7 H. u* m
slump 坍落度(37)
- s- L6 y, X5 X: R% vsnow reference pressure 基本雪压(16)- [% L: S; Q7 F' M& B+ |
solid—web steel column 实腹式钢柱(! w4 O3 d' ]/ [
space structure 空间结构(11)
0 \: I8 z& x, [; x4 J$ `; ~space suspended cable 悬索(5)- d; D1 \% R- w' E7 U
spacing of bars 钢筋间距(33)
. X% X% s' k0 Z1 _) I8 {" K, R: {spacing of rigid transverse wall 刚性横墙间距(46)
8 U' M/ f: q5 k. B6 @& i2 Q2 espacing of stirrup legs 箍筋肢距(33)
% M& k6 P! L) F- T( p% }( mspacing of stirrups 箍筋间距(33)& X& ?" l+ \; x5 p W: G
specified concrete 特种混凝上(28)6 g# C, B! K& L1 b
spiral stirrup 螺旋箍筋(36)6 R. Z; \9 r1 t. R( N5 D
spiral weld 螺旋形焊缝(60)
- V6 t$ H- m. e5 Gsplit ringjoint 裂环连接(69)( o: a! ~# U2 j2 q
square pyramid space grids 四角锥体网架(5)
7 o3 _4 |& N+ w- q) e' ostability calculation 稳定计算(10). j- G7 v7 E3 ]- v; w
stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
! z* d, V/ q* ]stair 楼梯(8)
e9 Q3 c: Y- m9 zstatic analysis scheme of building 房屋静力汁算方案(45)
3 Z. l9 x8 x, O g8 q- ustatic design 房屋静力汁算方案(45)# ~/ B/ ?& }; z5 N
statically determinate structure 静定结构(11)7 `7 t, t) N( C( Q" N2 }1 E+ y
statically indeterminate structure 超静定结构(11)4 l8 {7 V2 W1 Y5 c' k
sted 钢材(17)
9 {& x; l% Q: n5 [: h. c$ Esteel bar 钢筋(28)! v' w( n) `! \" N" ]
steel column component 钢柱分肢(51)6 f4 J+ Y+ j- d! c1 d' k P+ p
steel columnbase 钢柱脚(51)
8 ^0 ~% |$ f1 C( {1 U7 Z2 Vsteel fiber reinforced concrete structure· 钢纤维混凝土结构(26)
) ]9 m3 n4 A9 ~. R0 A2 q$ [7 A9 Psteel hanger 吊筋(37)
/ b. X6 T: `8 Wsteel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
# _0 T* c0 x d' Asteel pipe 钢管(54); f0 S1 b) [$ ]' _- M
steel plate 钢板(53)
+ H" _' r* T# P6 _6 N' Lsteel plateelement 钢板件(52)
' ~+ A! m: I! m+ lsteel strip 钢带(53)( [* p) f) A3 Y( F8 }
steel support 钢支座(51)- g ~9 P! T& [& ~2 R
steel tie 拉结钢筋(36)
! y% @- K2 |- j! Dsteel tie bar for masonry 砌体拉结钢筋(47)8 C4 G' B- D! o! [
steel tube 钢管(54)+ w: H+ U9 j3 q, z. t7 |& W! o* C
steel tubular structure 钢管结构(50)8 L* B O% w2 g. x+ p- H$ o0 Q3 D# }! T
steel wire 钢丝(28)3 Z* K1 p* V/ V" `
stepped column 阶形柱(7)
9 z$ d5 m4 Y0 Z* i5 J6 |stiffener 加劲肋(52)
) F$ } Z* {- z+ |stiffness of structural member 构件刚度(19)
- ^! q* }( Z! |3 `3 y9 i6 \2 d- ^stiffness of transverse wall 横墙刚度(45)
1 @; Y5 ?% d% {& ^. s' xstirrup 箍筋(36)
( e2 I& n( I: s' F: tstone 石材(44)
( @( o9 l. X, ^/ _( @- ostone masonry 石砌体(44)9 |. X* e( b1 P0 r/ {* x( c9 i* G
stone masonry structure 石砌体结构(41)
& g8 p* M {" a4 [, f0 j1 N$ Xstorev height 层高(21)$ C5 w8 Y7 h3 Y
straight—line joint failure 通缝破坏(45)) d- M7 d+ ^, R) x' {: m) z
straightness of structural member 构件乎直度(71)
2 _" N* r O$ j- e" mstrand 钢绞线(2，)) D D; j5 t5 z( R5 v
strength classes of masonry units 块体强度等级(44)# t% Z9 i S' ^3 z1 M
strength classes of mortar 砂浆强度等级(44)! o E+ {) s4 x# p4 a( J
strength classes of structural steel 钢材强度等级(55)
" |; \: x) Q) l6 [8 t( `; Wstrength classes of structural timber 木材强度等级(66)5 H3 c( V1 o+ C8 g
strength classes(grades) of concrete 混凝土强度等级(29) y1 _% [$ A5 U5 V1 c8 g- F
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)' n# ` c2 Q& f& D% @2 \3 t
strength classes(grades) of steel bar 普通钢筋强度等级(30)
. [+ K2 ?; v6 V$ D8 gstrength of structural timber parallel to grain 木材顺纹强度(66)) M6 f( i+ W" E3 _2 k
strongaxis 强轴(56)# Y1 ]- s$ D- t' `
structural system composed of bar ”杆系结构(11)
; v' a4 V* c# {/ w8 C1 Lstructural system composed of plate 板系结构(12)4 u2 j. I" W7 a: F, b) t9 O
structural wall 结构墙(7)9 B4 @9 {$ Z* B! [6 g! H! L$ G
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
. T0 C( }& H! O. C# l0 c; Ssuspended crossed cable net 双向正交索网结构(6)
4 W5 }9 ^& X' {7 tsuspended structure 悬挂结构(3)
4 F: ~8 Q2 d) p* uswirl grain 涡纹(?1)0 B& |; \/ Y Q/ X7 x
T
4 u/ c6 N4 I" j9 V/ Y: e. _tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
# _) ~; j, m! @8 c5 h% jtensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20) F6 T6 `, G4 W/ s1 ~
tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)0 `; T0 Y. {7 L1 q' V
test for properties of concrete structural members 构件性能检验(40)：
* Y$ j" g A7 x6 f) X6 j3 P6 ithickness of concrete cover 混凝土保护层厚度(33)
/ ~! y: s! \+ \- a! `thickness of mortarat bed joint 水平灰缝厚度(49)# a l9 h4 v3 n& o
thin shell 薄壳(6)
: L, b' `- Z3 l2 |three hinged arch 三铰拱(n)
, O7 e- O7 I$ i9 L/ otie bar 拉结钢筋(36)5 r4 y' E3 G, O# z! u) Y$ O
tie beam， ‘ 系梁(22)
9 u* e2 J* K8 L+ L2 v# v& I( Wtie tod 系杆(5)9 R% T9 a. [- n: v
tied framework 绑扎骨架(35): w8 K1 I& t9 b2 [% ?- r, e$ q" r
timber 木材(17)9 R9 d5 H- x8 `- E; j8 g
timber roof truss 木屋架(64)
. a3 Z% a: w8 z! ]: {tor-shear type high-strength bolt 扭剪型高强度螺栓(54)* a+ b( M( r/ V- b8 O% E( |
torsional rigidity of section 截面扭转刚度(19)3 e2 f/ |& r5 a6 I! X- X0 a/ @& W
torsional stiffness of member 构件抗扭刚度(20)
9 S& d- X( e, l' O6 \total breadth of structure 结构总宽度(21)
9 b! u( Y. P) ] }. {) `total height of structure 结构总高度(21)4 j) a' l/ H6 N! C3 q# o! ? J0 {
total length of structure 结构总长度(21)1 m- c" J0 V7 R2 N9 ~
transmission length of prestress 预应力传递长度(36)
- h' l' `' k! D% s, Rtransverse horizontal bracing 横向水平支撑(4) Y8 |5 ^, e1 n, ~* h8 k, t( \9 O& c
transverse stiffener· 横向加劲肋(53)1 T; s; R( T, n4 W+ q& k
transverse weld 横向焊缝(60)
; ? x: u4 ?7 m' L: m Mtransversely distributed steelbar 横向分布钢筋(36)
2 C3 b/ O+ ^3 ^7 D1 |7 K2 ?trapezoid roof truss 梯形屋架(4)
$ g/ n2 ~' n5 [. ftriangular pyramid space grids 三角锥体网架(5)' S X8 k7 Z& L( t U3 p2 h; X
triangular roof truss 三角形屋架(4)
- I0 R M1 e) k$ H4 r. \trussed arch 椽架(64)
: Q/ p8 h- S7 t& h5 v4 ~% U8 L$ vtrussed rafter 桁架拱(5): f4 i& B: {: s8 i8 p9 r8 V9 N
tube in tube structure 筒中筒结构(3)
) o% z5 e0 H2 s3 E- U: Btube structure 简体结构(2)
Z4 d O' E* h5 y9 \: P0 jtwist 扭弯(71)
1 {; L* \2 g: D0 g" g% F. y4 htwo hinged arch 双铰拱(11)0 l& A( P$ o' H0 _/ z( h+ \
two sides(edges) supported plate 两边支承板(12)8 i& U- E* ? A( q$ u& v% m
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)- l* J! n: z- K9 n" M* H
U
1 K; t( a; ^0 Z6 Xultimate compressive strain of concrete’” 混凝土极限压应变(31)
* }/ P+ Z8 G0 J% G& k! uunbonded prestressed concrete structure 无粘结预应力混凝土结构(25)0 n1 y# N9 y) O1 n a2 U/ S
undercut 咬边(62): b; [# H" L$ n6 f8 _2 v9 [' `
uniform cross—section beam 等截面粱(6)2 W4 o& k& q; y
unseasoned timber 湿材(65)1 ^) N5 \1 c6 C) a' U
upper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)' {8 [1 w* w, R% K8 y
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
" U- } G1 q- t3 o6 m1 \- RV
: Q- M) b6 Y# s O& ovalue of decompression prestress 预应力筋消压预应力值(33)- s0 O( q, c- g6 G
value of effective prestress 预应筋有效预应力值(33)
0 ]8 g( U" K: g& t. H# Y" ]: s1 ]verification of serviceability limit states· ” 正常使用极限状态验证(10)
2 n6 d7 |) K" P& M- ~' Wverification of ultimate limit states 承载能极限状态验证(10)+ A- C4 G) h8 S8 x: E! r- Q
vertical bracing 竖向支撑(5)8 m/ F- O% F( f1 o! j
vierendal roof truss 空腹屋架(4)2 a/ C9 A% e6 Y
visual examination of structural member 构件外观检查(39)
& Y% b" }& x4 U: bvisual examination of structural steel member 钢构件外观检查(63)+ `7 P" y7 u, ~2 s% M( Q7 T6 s& F* _
visual examination of weld 焊缝外观检查(62) J/ U1 O0 ~* n6 s' b: O; I; i( y! J1 z+ M
W
$ f' v1 l# z* z) C1 dwall beam 墙梁(42)' Q8 h) N! F9 }% Y# |( }; O
wall frame 壁式框架(门)
7 }, P( s) A# n4 @& ~- D! k! b% Iwall—slab structure 墙板结构(2)
+ r2 Y e0 a* J/ T5 l/ l. s; jwarping 翘曲(40)，(71)
k- A; g0 _! I$ E9 R$ u+ twarping rigidity of section 截面翘曲刚度(19)
+ n# `$ V4 @6 {6 |6 mwater retentivity of mortar 砂浆保水性(48)
$ y/ j& |) q$ r$ V& D U9 wwater tower 水塔(3)$ p1 n7 O7 o! U1 s$ [$ ?8 Z
water／cement ratio· 水灰比(3g)
: R- `% A% O* r" g# N( nweak axis· 弱轴(56)
& ?0 Y! H5 {/ [! Rweak region of earthquake—resistant building 抗震建筑薄弱部位(9)/ B1 W6 l3 N$ D/ n% N
web plate 腹板(52)
1 g' h0 i- ?- a" r fweld 焊缝(6[))
/ f3 k5 t, X7 t' Xweld crack 焊接裂纹(62)1 I4 \% N, i: c$ _! e3 d- I- o2 m# X
weld defects 焊接缺陷(61)1 d; f& g; f7 |- m1 K
weld roof 焊根(61)9 F0 ?3 V8 f- J# L! {2 f% p
weld toe 焊趾(61)
, x$ M, `) H2 g2 Wweldability of steel bar 钢筋可焊性(39)
" W3 C0 h2 c+ q( p- f2 ^8 `welded framework 焊接骨架(), B4 ?* Z7 u- w; n U6 }
welded steel beam 焊接钢梁(
$ t" b" {- c, S& Ewelded steel girder 焊接钢梁(52)* `& e: c+ b" \% v
welded steel pipe 焊接钢管(54)
% {0 }! Q# w# g3 d T! G/ e6 hwelded steel strueture 焊接钢结构(50) B9 `3 Y; c. Q8 [, H0 j7 {! U* O+ U
welding connection· 焊缝连接(59)
# q9 T! D8 V' |3 O& o0 Z6 vwelding flux 焊剂(54)/ Y2 ?+ v4 w/ K+ N5 B. K, [% U
welding rod 焊条(54)7 [& Z0 x* N6 _$ F
welding wire 焊丝(54); a$ g' i @; w- O* ^( }. G
wind fluttering factor 风振系数(16)
4 Z* `' Y( o1 ?7 cwind reference pressure 基本风压(16)! M$ k: f3 H4 I" `( \) b# a
wind—resistant column 抗风柱(?)
, `& ]7 O: g3 a5 e1 V. lwood roof decking 屋面木基层(64)! C- S8 ]' F k: e/ e! z
Y ( d; [& h. e- h( d/ q, G/ \
yield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)
# a1 G+ v5 H5 E6 B/ g, l2 r4 v
) ~! ]* V; N8 ~. `, f————————————————————
6 d" l) d6 c/ ]5 F" D. k
! a8 N& W/ {8 z& x# f4 B常用的景观英文
% D* a8 c6 ^! O: Z
/ Y. d) p( M' {" G2 ]( b1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) 0 h5 Q4 `* t2 n9 I) e. @. G* B+ `; f0 M
2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
0 ^# U4 U( B4 Z7 i! I/ S5 ^3.商业中心入口 ENTRANCE TO SHOPPING CTR. + C7 W3 O: `0 ^, x+ H$ w
4.水景 WATER FEATURE # R' k& S5 r7 p; ]
5.小型露天剧场 MINI AMPHI-THEATRE9 g6 C( \( U1 ~" G
6.迎宾景观-1 WELCOMING FEATURE-1
" x2 V) X& \" `6 ~7.观景木台 TIMBER DECK (VIEWING)
0 W) d+ Y' I+ K* X8.竹园 BAMBOO GARDEN
5 N U4 _; C/ b4 i2 N9.漫步广场 WALKWAY PLAZA
: s$ V" n, D. X0 l" D( s6 @2 ?6 c6 c# U10.露天咖啡廊 OUT DOOR CAFE
, S" D9 I Z% v$ a5 \+ [! ^11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2
( ^- j' L4 q- F6 R12.木桥 TIMBER BRIDGE ! g" z* e8 x$ l6 g0 p, V5 q) g
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE 2 ~$ b) [3 K4 p! r5 {. N
14.吊桥 HANGING BRIDGE : Q' D( b, o1 c1 r Q4 [5 J
15.休憩台地(低处) LOUNGING TERRACE (LOWER )
" L5 K# s U0 |+ l16.休憩台地(高处) LOUNGING TERRACE (UPPER )
. Z4 ^2 M1 c2 n9 Y# k& i7 ~17.特色踏步 FEATURE STEPPING STONE
' l6 |( T) e' A+ ? K6 O+ h5 }18.野趣小溪 RIVER WILD
0 H& Q6 X, r/ s5 y% }( s19.儿童乐园 CHILDREN'S PLAYGROUND
# }2 \. m" X% `# u+ H20.旱冰道 SLIDE ( c4 A0 F( c8 K- l% Z7 D
21.羽毛球场 BADMINTON COURT
- g: F7 R7 P% i0 F d5 l* h k- h, |22.旱景 DRY LANDSCAPE
5 g$ A' f9 v) H |8 Z- y23.日艺园 JAPANESE GARDEN
; f& i7 @# I6 C. w6 q# X! V+ B( W/ ~4 P24.旱喷泉 DRY FOUNTAIN 1 g4 k! f# Y. ~
25.观景台 VIEWING DECK
4 p5 Q" p$ I) R9 L26.游泳池 SWIMMING POOL
9 F' x t: n l+ |3 ^$ Q27.极可意 JACUZZI
4 l( F1 c7 o/ M( F. K2 w28.嬉水池 WADING POOL
4 x2 a; M* x" z! U- L1 l( f29.儿童泳池 CHILDREN'S POOL
I" W. s5 `$ U! R30.蜿蜒水墙 WINDING WALL " i4 y7 n' s! I; n% J, l- v
31.石景雕塑 ROCK SCULPTURE " [' o; X& O; C/ f
32.中心广场 CENTRAL PLAZA * g' m7 l2 L, n, _6 b1 l
33.健身广场 EXERCISE PLAZA : }: X! ]5 j+ B
34.桥 BRIDGE
; n8 M1 g2 r+ `- {6 h; R35.交流广场 MEDITATING PLAZA. f4 ]9 Y8 T3 [* e
36.趣味树阵 TREE BATTLE FORMATION
7 U: [& |( [) m+ R. ]" F) V; j37.停车场 PARING AREA$ [6 p! w3 d1 r0 e( a
38.特色花架 TRELLIS ( c# q, _2 V; |
39.雕塑小道 SCULPTURE TRAIL
* N9 W- ?2 s2 D; [! ~40.(高尔夫)轻击区 PUTTING GREEN
& ~& C! t9 N0 _41.高尔夫球会所 GOLF CLUBHOUSE / Z, O5 T7 o4 H; j
42.每栋建筑入口 ENTRANCE PAVING TO UNIT
) a0 o8 C8 W. P43.篮球场 BASKETBALL COURT
8 i; d6 Y$ n6 W6 X, _44.网球场 TENNIS COURT& h8 q- A5 [( ]6 r
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
7 ?' O- i( O' H: l! T9 o# h7 H46.广场 MAIN PLAZA ! j: a' a3 e: N/ \! {
47.森林、瀑布 FOREST GARDEN WATERFALL
9 B1 R# K% _4 ?% N48.石景园 ROCKERY GARDEN
& a. W( I; r% }' _49.旱溪 DRY STREAM 0 w0 ~7 r, L, f4 u$ X
50.凉亭 PAVILION 4 O U/ C: J' _9 P' z8 p& E# I2 k
51.户外淋浴 OUTDOOR SHOWER $ y( A4 Y" x) p( Z4 q
52.拉膜结构 TENSILE STRUCTURE 6 W2 {% n. _$ h$ ]5 p# y- o9 A+ [
53.台阶 STAIR
- n& p: P2 d, s# O9 g/ A. l54.高尔夫球车停车场 PARKING ( GOLF CAR )! \! a1 q( ]8 @7 t8 K
55.健身站 EXERCISE STATION 5 L l4 R! x" d \5 b" I
56.晨跑小路 JOGGING FOOTPATH / Z# i- H% n+ R/ A k
57.车道/人行道 DRIVEWAY /SIDEWALK
8 D ^8 S6 v, \/ ]7 \/ w4 Q58.人行漫步道 PROMENADE * T" N% p z/ F
59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA ) ; h2 p' k( x& m( }5 c9 t, _
60.特色入口 ENTRY FEATURE
5 g+ L2 f) K9 X* y6 k) z$ g& t" F61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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