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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 $ h2 q1 Z2 ~9 j: B0 u- N/ J0 g
2 `5 B& f, m' o% c2 c' E8 D0 }
分享，攒RP考试用
, I9 L8 G* E% F1 W+ O不知道大家需要否，一层层贴吧:loveliness: - S# E; v8 P! q+ w' x( w
————————————————————) Z( f+ z6 J8 b6 g
常用的建筑词汇
2 H# V9 q1 w( @( H2 e8 ^9 I1 \/ i* T! R0 L: K9 c4 {/ q
A , N0 n0 X6 S" h' Q- N
acceptable quality 合格质量
/ }& C5 k+ ~8 |; X2 [: p& _2 @acceptance lot 验收批量) M- {6 e- N& e' `
aciera 钢材$ A( w" |, R8 q
admixture 外加剂
- |5 J- o! I* a e' G8 R( n, K' W) Cagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
3 K2 B0 N9 Y/ o" g7 S. |* X) T: e3 oaggregate 骨料6 M" x% H: s( J# l& K+ A) G
air content 含气量
/ l8 g+ W* s& ]& M+ Dair-dried timber 气干材
6 @" s b9 V; R" s+ Uallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比
5 l5 C1 j: [7 X/ D7 a! M: w( Fallowable slenderness ratio of steel member 钢构件容许长细比# i$ C7 t/ ^3 h( V& E+ r
allowable slenderness ratio of timber compression member 受压木构件容许长细比6 A" W6 s! G8 O0 b; A
allowable stress range of fatigue 疲劳容许应力幅
" @4 t$ t9 g! S: c1 o4 v% l7 z+ ]allowable ultimate tensile strain of reinforcement 钢筋拉应变限值
( {! p- }/ {* T% @" [6 p. jallowable value of crack width 裂缝宽度容许值
% ^+ A1 Z5 h) k2 @allowable value of deflection of structural member 构件挠度容许值+ a, o4 y" l8 R. `
allowable value of deflection of timber bending member 受弯木构件挠度容许值
0 W' b5 R, z' v( S, c4 xallowable value of deformation of steel member 钢构件变形容许值
$ @5 ^& i* T8 c! W; rallowable value of deformation of structural member 构件变形容许值/ ?) i0 _8 u2 C3 V6 U
allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值; J! h4 n, l$ |1 u; e$ X
amplified coefficient of eccentricity 偏心距增大系数
/ X9 C k" i# O/ K% vanchorage 锚具
+ N' G5 S0 E* tanchorage length of steel bar 钢筋锚固长度 t$ h' \" `7 L4 X' J! ^
approval analysis during construction stage 施工阶段验算
8 N1 V6 y$ ]; s# Yarch 拱4 N% p* H0 S& k. s2 @
arch with tie rod 拉捍拱) g( A; N# J& |6 t/ L0 x8 x1 E
arch—shaped roof truss 拱形屋架2 A5 m" u1 E& l% {0 p0 O8 m
area of shear plane 剪面面积8 P0 f( u# V: X& ^) U
area of transformed section 换算截面面积
/ J! K H5 T v9 j9 taseismic design 建筑抗震设计: ^3 j7 z+ v$ A) y! j( N9 o
assembled monolithic concrete structure 装配整体式混凝土结构
! v# [+ C) d6 l' o. N3 V$ f: }' sautomatic welding 自动焊接
. {) Q* F0 f1 D+ g, t4 f# Vauxiliary steel bar 架立钢筋2 [ a, S* \5 l* x$ y
B & T4 f8 V2 ^" M& i. [
backfilling plate 垫板
' n) m7 R, w* |4 t7 [8 Y7 bbalanced depth of compression zone 界限受压区高度
& C% p7 a# W, c' Xbalanced eccentricity 界限偏心距' J7 _& @5 F. }: q
bar splice 钢筋接头
t/ i4 K$ L5 ybark pocket 夹皮
* d" Q8 B2 z0 n9 E2 P. ?batten plate 缀板( Q0 E1 K$ j% @, D3 c& n" m; f
beam 次梁8 {3 z$ C( i$ G1 F
bearing plane of notch 齿承压面(67)
! Q ^7 p0 w# c+ [6 @9 L* B0 ?bearing plate 支承板(52)& U2 G- B* @+ R% o
bearing stiffener 支承加劲肋(52)" |+ v* y3 L$ L+ R) S: ^
bent-up steel bar 弯起钢筋(35)6 U4 P* z: r6 I% C" J* K; D$ q
block 砌块(43)
$ P/ J1 W* [+ zblock masonry 砌块砌体(44)
$ O7 m c! r$ q) @* h- B* Zblock masonry structure 砌块砌体结构(41)
" I: q! K5 ^ X; {; Y% Gblow hole 气孔(62)5 S0 T, S |$ t/ F/ z& r
board 板材(65)
% b8 ?6 i9 H( g( hbolt 螺栓(54)2 t# z+ L- f3 N1 ?& t
bolted connection (钢结构)螺栓连接(59)
k/ X, m# o. ^5 kbolted joint (木结构)螺栓连接(69)
7 B: n- u' N- ~, s+ xbolted steel structure 螺栓连接钢结构(50)
9 p( ]: p: k5 k Q5 vbonded prestressed concrete structure 有粘结预应力混凝土结构(24)
' U0 ^- y2 m% z" k$ H+ q% ^( J7 g8 Rbow 顺弯(71)
1 A2 P; C* l3 W* Y9 Z3 Z2 i+ ]( K4 C+ lbrake member 制动构件(7)
5 A/ D8 M/ _$ S4 l z# gbreadth of wall between windows 窗间墙宽度(46)
2 M6 }2 o k# j0 ybrick masonry 砖砌体(44)
% u; F" P. S9 I' H$ Qbrick masonry column 砖砌体柱(42)
* A9 D/ Z7 e0 n% ~5 D% u+ W1 @# sbrick masonry structure 砖砌体结构(41)
" C6 N9 Y% n3 ~+ B( ^! W/ J4 [: ybrick masonry wall 砖砌体墙(42)0 D% u" C- L- l# A
broad—leaved wood 阔叶树材(65)7 ~' q, }8 g9 w5 y: {
building structural materials 建筑结构材料(17)( d9 ~& M7 H( `9 P2 e: _/ V
building structural unit 建筑结构单元(
- r: ^5 x4 H( S; U3 e8 U8 Abuilding structure 建筑结构(25 a& t5 {3 n$ r9 @* z r8 V& \
built—up steel column 格构式钢柱(51
$ ^% E2 y: P% J. Q- S+ W8 N7 Dbundled tube structure 成束筒结构(3- i2 r+ u) \1 R( D, t) B! O
burn—through 烧穿(62: `' M. Z/ s+ A6 m! v
butt connection 对接(59' U8 b! r3 b. J2 n# ]0 R
butt joint 对接(70)
. q9 i, @2 E5 i2 T) n, Bbutt weld 对接焊缝(60)8 E2 e' M0 v0 C
C 0 ^ _% S" ]/ K# S& A% x7 l
calculating area of compression member 受压构件计算面积(67)
0 w9 Z& F/ F& i8 ~# rcalculating overturning point 计算倾覆点(46)
; |! W/ R; @, Q* Fcalculation of load-carrying capacity of member 构件承载能力计算(10)
' E8 e+ ?) z+ K9 H g" Qcamber of structural member 结构构件起拱(22)4 q+ F' ?! l3 O* k0 I
cantilever beam 挑梁(42)
& q7 b$ G- |5 y1 l. t& w0 C/ G. i1 lcap of reinforced concrete column 钢筋混凝土柱帽(27)
( v6 d0 n" X8 P: y, Q {! Ocarbonation of concrete 混凝土碳化(30)1 D: N2 K; q& h, J: h( L( W0 Y( h
cast-in—situ concrete slab column structure 现浇板柱结构6 K& _; h, p6 r4 A5 e. l
cast-in—situ concrete structure 现浇混凝土结构(25): L" }& `" ^3 h1 \, p
cavitation 孔洞(39)
3 V2 f' T; o$ m& ycavity wall 空斗墙(42)% ?. ?5 x2 A8 C' a+ Z7 ]- u
cement 水泥(27): `0 }1 C2 A1 k" G
cement content 水泥含量(38)/ T: T) S$ z0 X
cement mortar 水泥砂浆(43)
* G7 N7 t. [4 i) W6 _: xcharacteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
- @+ F/ ^. C: j. d& _, q# Rcharacteristi cvalue o fwindload 风荷载标准值(16): Q+ n# D9 m1 v/ n0 m
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30): W5 a" W! J3 \) b6 J4 x$ p
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)
7 ^; ]+ k# _7 A- e: v" O8 |characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
5 ?' s) f: F- V; q* @/ W) T( P, ocharacteristic value of earthquake action 地震作用标准值(16)
8 f; B) ?& Z+ m) v Echaracteristic value of horizontal crane load 吊车水平荷载标准值(15)4 J8 ?( t, u' D% ^" p; I% R
characteristic value of masonry strength 砌体强度标准值(44)
" _( t5 Y8 `7 vcharacteristic value of permanent action· 永久作用标准值(14)
6 Z Z: z: K) z0 tcharacteristic value of snowload 雪荷载标准值(15)
# U( L9 o7 P. }4 Kcharacteristic value of strength of steel 钢材强度标准值(55)3 f8 a1 r+ V$ N- B
characteristic value of strength of steel bar 钢筋强度标准值(31)
4 S- ^: M; `0 V! g2 zcharacteristic value of uniformly distributed live load 均布活标载标准值(14)
7 I( T7 o' ]- O" n( ocharacteristic value of variable action 可变作用标准值(14)
( A* B9 w+ \) [6 c# t* vcharacteristic value of vertical crane load 吊车竖向荷载标准值(15)5 h0 f9 `, i" h
charaeteristic value of material strength 材料强度标准值(18)
9 y4 k" l# T+ c, D n: H1 rchecking section of log structural member·， 原木构件计算截面(67)
. A) `* K) U- G9 V% b7 ~chimney 烟囱(3)9 U& O6 n: n6 F4 a
circular double—layer suspended cable 圆形双层悬索(6)+ q9 @1 o( X, V1 N* u$ G
circular single—layer suspended cable 圆形单层悬索(6)
6 v3 o' \& M: {circumferential weld 环形焊缝(60) s; J; ?" J! i E8 P' D
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)% D7 s* ]. {! C
clear height 净高(21), o5 C% k" I) A5 k' u! h
clincher 扒钉(?0)6 [( U" o, D' X0 r/ _; B6 a! n
coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58); b1 { B: |, F! q8 _- z
cold bend inspection of steelbar 冷弯试验(39)
9 a. s" u9 g: v0 I3 y" B% |2 @cold drawn bar 冷拉钢筋(28)
9 n4 y. R8 Y0 w1 v/ ]: F1 }2 ]# Dcold drawn wire 冷拉钢丝(29)
$ c9 W! l$ f, K: H* L* Y" ]cold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)
3 D6 j/ r) D8 P L3 u, _/ S$ Fcold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50) ?, F# \5 L1 ]* Q t
cold—rolled deformed bar 冷轧带肋钢筋(28)
7 K* l2 }' M1 P3 m9 |; L" I8 _column bracing 柱间支撑(7)8 R2 v* O8 H, ?, e# @* q8 j
combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
9 N+ h% g4 W. z) V5 ccompaction 密实度(37)
8 p7 v% k0 C$ l& Y$ Q9 e/ s# ~compliance control 合格控制(23)
$ z, T3 m9 M6 l; x8 u: u9 z$ X8 [composite brick masonry member 组合砖砌体构件(42)
) }$ } C6 D/ E: L: J( k) ocomposite floor system 组合楼盖(8)
6 {' K4 S0 Y1 u, W5 ^5 Y1 P y, ncomposite floor with profiled steel sheet 压型钢板楼板(8)
6 R, I" X# o; Tcomposite mortar 混合砂浆(43)
# ~( u' ]3 F# Z6 u9 ?: l5 ycomposite roof truss 组合屋架(8)
, s, a) U! ]& N0 xcompostle member 组合构件(8), q2 L# ]. `: V v
compound stirrup 复合箍筋(36)4 [+ @9 K( G2 H4 |6 y
compression member with large eccentricity· 大偏心受压构件(32)( U' t g% q! L$ i9 q; Z9 j6 K9 }
compression member with small eccentricity· 小偏心受压构件(32)
, b3 r9 m" w0 G2 ]compressive strength at an angle with slope of grain 斜纹承压强度(66)* ]8 C- \- M# J* y4 d
compressive strength perpendicular to grain 横纹承压强度(66)4 B* c2 L/ Z U _) B
concentration of plastic deformation 塑性变形集中(9)
/ o& {1 ?! i3 I7 T0 l1 v8 H+ `conceptual earthquake—resistant design 建筑抗震概念设计(9)# r x7 G9 _1 g7 k& r$ @$ D
concrete 混凝土(17)8 z! `7 g; _$ |+ f+ r2 v1 W8 U; p
concrete column 混凝土柱(26)' R p2 H" J9 ^3 m* S; f
concrete consistence 混凝土稠度(37)
* G9 E$ j: |% g) _) B5 Lconcrete floded—plate structure 混凝土折板结构(26). x. ~; L# x. m* p
concrete foundation 混凝土基础(27)
, L* {: ^# W3 f) k/ g$ x Pconcrete mix ratio 混凝土配合比(38)
- q! H8 o% @8 c, Y4 \% W) M/ Dconcrete wall 混凝土墙(27)5 F" n% F q" G
concrete-filled steel tubular member 钢管混凝土构件(8)0 t! w. W* C: G6 N
conifer 针叶树材(65)
: \5 k2 d0 V$ v: V5 v! ]coniferous wood 针叶树材(65)
/ A: D0 _* ?) T' a; Sconnecting plate 连接板(52)7 e; a: i( P- f% P5 V! `" \
connection 连接(21)
" L4 A8 i) c" x0 Q- Pconnections of steel structure 钢结构连接(59)( C% p7 h" v/ Y4 i4 M( ~/ f
connections of timber structure 木结构连接(68)1 J0 ?( u: O9 B8 K8 ~% H
consistency of mortar 砂浆稠度(48)
7 ]* E1 h4 @. W5 }; w; C/ j V- r3 `constant cross—section column 等截面柱(7)$ h; V L0 q. J- l6 ?5 X% i* f& t
construction and examination concentrated load 施工和检修集中荷载(15)
0 E) L h& M6 ^3 J2 V1 E2 Dcontinuous weld 连续焊缝(60)
' k: ?+ ?$ v: g% y% x* v& ycore area of section 截面核芯面积(33)# J8 a: j% a% G) b" j
core tube supported structure 核心筒悬挂结构(3)$ Y0 g# d* @7 h( x1 T* Q: w5 M# k, J
corrosion of steel bar 钢筋锈蚀(39)3 ]- T, B. o) b+ P; P
coupled wall 连肢墙(12)
9 k7 B# K# _: x' h- rcoupler 连接器(37)/ j* H: S7 B0 L) L; p- _) A7 i! v
coupling wall—beam 连梁(12)
( | o2 W. G& e+ D. I H. Dcoupling wall—column... 墙肢(12)4 P$ U- e) E( l5 @ N
coursing degree of mortar 砂浆分层度(48)
2 u% s2 H7 L* F1 V. {- V1 o( Rcover plate 盖板(52)
0 V' Q9 d0 O" \! q4 ^covered electrode 焊条(54)
8 A' V1 y+ j$ i. {2 G1 J) xcrack 裂缝(?0)
" o' b1 B6 E, n! F+ @$ ]crack resistance 抗裂度(31)
. \ v) S8 i4 W; X4 xcrack width 裂缝宽度(31)* T8 U. Z# l; h) T9 L0 R! w
crane girder 吊车梁(?)
, N% E. p- k) j7 gcrane load 吊车荷载(15)
' p' F7 k! S+ N; A4 `6 \4 tcreep of concrete 混凝土徐变(30)
3 g; T5 ?& m" Y- S& kcrook 横弯(71)
/ r9 T: J: ^1 O0 n) Ucross beam 井字梁(6)- k( Q5 F# R( h: r* q
cup 翘弯; i' \7 I! R8 z |+ V) `+ [
curved support 弧形支座(51)1 K, W- W+ q+ ?! z+ X0 I
cylindrical brick arch 砖筒拱(43)& C; G+ k3 `5 z' Q6 V
D ; z( Y i L |7 S9 N
decay 腐朽(71)
+ u# L% U* [9 _5 [5 u4 k& Cdecay prevention of timber structure 木结构防腐(70)3 s" i7 n6 ^) Q' e* u$ ~
defect in timber 木材缺陷(70)
* k. W0 t% z& ]1 ~9 tdeformation analysis 变形验算(10)2 W! N% x) x" v' N/ u) F: f0 }
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)0 e1 a. C4 o r1 F% W
degree of gravity vertical forwall surface 墙面垂直度(49)
0 U ^9 ?* F! [degree of plainness for structural memer 构件平整度(40)3 V( O) H* r) c; v$ d5 W
degree of plainness for wall surface 墙面平整度(49) ^% Z; O" v- V2 G+ f% m
depth of compression zone 受压区高度(32) h0 k; @6 |& ]) R6 I; l
depth of neutral axis 中和轴高度(32)
9 v) M' [+ B3 qdepth of notch 齿深(67)
2 G! n5 @- L3 G" Cdesign of building structures 建筑结构设计(8)
9 L. m/ I7 s% R# }4 jdesign value of earthquake-resistant strength of materials 材料抗震强度设计值(1
) C+ k) j) ]5 ?' n2 y; Y7 M Xdesign value of load—carrying capacity of members· 构件承载能力设计值(1
; M; ]0 m4 T/ z3 O" |* ~designations 0f steel 钢材牌号(53
, }/ j' e% s& k4 {5 T$ ndesignvalue of material strength 材料强度设计值(16 b5 r8 g2 h( ]8 F- U% l
destructive test 破损试验(40
: S4 x7 h- s8 G2 G4 qdetailing reintorcement 构造配筋(35
# H% ^/ I6 F2 A1 b2 wdetailing requirements 构造要求(225 g. Q# j; g7 E8 f9 j
diamonding 菱形变形(71)
3 T# Y' z% h5 L/ V% @0 C* Idiaphragm 横隔板(52) [3 K6 Z2 _& I1 d+ U: p# d
dimensional errors 尺寸偏差(39)
, q6 ?& M- ~8 D9 X0 K5 N1 wdistribution factor of snow pressure 屋面积雪分布系数3 Z5 n3 |# q; }8 r1 `
dogspike 扒钉(70)% o4 g& j$ s, N! N- I
double component concrete column 双肢柱(26)5 ] o( v1 d. v. V* l- Z2 x l
dowelled joint 销连接(69)
; ]% J5 e0 R& N" R* |& Vdown-stayed composite beam 下撑式组合粱(8)
( Z" z/ j0 w1 u$ i8 Z+ v! iductile frame 延性框架(2)
) z0 E- b0 j' h% ~dynamic design 动态设计(8)
1 z9 t8 B- X" E3 O& W$ F7 N# z6 b$ XE
9 c' l" _% J, kearthquake-resistant design 抗震设计(9：
8 D7 W* H* m& @7 F+ mearthquake-resistant detailing requirements 抗震构造要求(22)
3 K) Q9 N o' t" u( Oeffective area of fillet weld 角焊缝有效面积(57)
3 v$ \8 n# D: l1 neffective depth of section 截面有效高度(33)
' k' V, K n% Y, H! u5 R, `9 ~- feffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)4 i! h5 g) T0 ~4 ~
effective height 计算高度(21)
" _4 `5 u: l2 G8 }effective length 计算长度(21)( z2 x5 p7 E" e Q2 q. v
effective length of fillet weld 角焊缝有效计算长度(48)3 H: n: \8 l; U3 s
effective length of nail 钉有效长度(56)
* z3 ]" a8 t* b: x6 i' {2 eeffective span 计算跨度(21)
# v, ?3 K" G5 N8 a( @- v; Peffective supporting length at end of beam 梁端有效支承长度(46)7 A3 ]7 e. k" u7 M# d: n% U' W
effective thickness of fillet weld 角焊缝有效厚度(48)
' Q. E$ n2 I" y \5 }8 ], telastic analysis scheme 弹性方案(46)
% _; e+ o; \8 }, |' |. Delastic foundation beam 弹性地基梁(11)6 S0 V; Z3 z: J2 r: B! V% X. D
elastic foundation plate 弹性地基板(12)
/ k1 w- e( f6 lelastically supported continuous girder· 弹性支座连续梁(u)
! f3 _' W( |9 x2 z1 d* q" U' o9 `elasticity modulus of materials 材料弹性模量(18)/ X# U1 u" |. m' z4 \% U
elongation rate 伸长率(15)- @7 R0 U% }) V1 \0 s+ C! Z
embeded parts 预埋件(30)
8 n/ L1 \$ e3 R. ^0 H) v1 J. Tenhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)' [* t9 x( o9 n
entrapped air 含气量(38)
/ V+ `6 {# L! X/ X8 i( W9 A2 zequilibrium moisture content 平衡含水率(66)
. n% Z8 E/ ?2 E" v/ pequivalent slenderness ratio 换算长细比(57); [" Q* a" v4 \# ~" a: x% F
equivalent uniformly distributed live load· 等效均布活荷载(14)
3 m, P$ O8 `' a% j uetlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)1 f+ z) n9 _+ f
ettectlve cross—section area of bolt 螺栓有效截面面积(57)
+ D. h0 O; r3 w* k9 s. P$ @$ reuler's critical load 欧拉临界力(56)
+ g) S/ e& y2 N* |$ @- k8 Eeuler's critical stress 欧拉临界应力(56)
+ j7 a/ V3 t1 X5 D5 Yexcessive penetration 塌陷(62)0 N% N. Y7 t: {- m7 {
F
9 c5 b0 y/ {# S0 S& h$ J1 q3 }( x' tfiber concrete 纤维混凝仁(28)
3 k1 W5 W8 w0 [1 u/ z; i* _filler plate 填板门2)
9 p; |- {- ?& p6 p' z4 H* O4 }# kfillet weld 角焊缝(61)7 y; A _4 G" K/ F# X5 n
final setting time 终凝时间(): w' V |9 u9 L0 F4 O
finger joint 指接(69). ~- Y2 i G! Z1 C
fired common brick 烧结普通砖(43)* K) i2 U8 U/ U) u; h
fish eye 白点(62)
) x3 u3 x M9 ~+ d3 m4 ~fish—belly beam 角腹式梁(7)! a) S ?& P" i& y& L! n' ]/ [6 U
fissure 裂缝(?0)
* C N/ Z% L0 Lflexible connection 柔性连接(22)5 r' s1 G9 X; `" h
flexural rigidity of section 截面弯曲刚度(19)
; }- d, Y5 B' X' bflexural stiffness of member 构件抗弯刚度(20)
. ~: E4 `2 j: r! Jfloor plate 楼板(6)
: F1 |6 e3 |% k9 `& Q! Vfloor system 楼盖(6)
4 t8 r0 D" m! ~6 e4 xfour sides(edges)supported plate 四边支承板(12)( g9 |5 _# z% Q; u
frame structure 框架结构(2)# i4 x S3 F& B' H& Z4 X3 z
frame tube structure 单框筒结构(3)" {6 y m- m/ A; p" D" n
frame tube structure 框架—简体结构(2)
. Q9 `* g# S( O9 X6 h% aframe with sidesway 有侧移框架(12)
, r* a+ k7 R8 M- d, dframe without sidesway 无侧移框架(12)
. N# N* ^9 Q; _1 ]frange plate 翼缘板(52)
7 G( M) l: k$ \* a3 Sfriction coefficient of masonry 砌体摩擦系数(44)2 ]& Y0 r7 T5 H$ T
full degree of mortar at bed joint 砂浆饱满度(48)
7 d4 J) i1 g3 L3 J, Q: M2 e! Qfunction of acceptance 验收函数(23)/ K- B! w2 j& _7 ^, D
G 3 p% g# [: }1 N, }: t4 f
gang nail plate joint 钉板连接()
! y4 e; y' I' f' Zglue used for structural timberg 木结构用胶1 o8 ~# \. w4 k* {" f' w9 K2 _. ~
glued joint 胶合接头 o! s/ N; d$ z3 Q b; k# z
glued laminated timber 层板胶合木(¨)5 r9 G/ q0 Y/ P! c4 j4 `- P& w( k
glued laminated timber structure 层板胶合结构‘61)
0 X, a2 x6 @1 S; J5 xgrider 主梁((㈠" B; |+ c+ M- Q- d+ y6 h: `
grip 夹具$ p0 M5 L1 h; ~* ^& T! G
grith weld 环形焊缝(6÷))8 T, P' N( d. f5 a( ~
groove 坡口' i" ^3 ~" L, W* k
gusset plate 节点板(52)
5 U" G* B' P5 Z2 X. U, e% RH
9 G9 Z( k% S' y0 d1 Ehanger 吊环' i$ Z8 R9 b: n
hanging steel bar 吊筋
v$ h/ Z2 S, |' ^4 mheartwood 心材
$ X @# C/ \+ b. `* rheat tempering bar 热处理钢筋(28); I( _" f1 F5 V* o, Y' Z! I/ q
height variation factor of wind pressure 风压高度变化系数(16)
+ y+ N& w1 `2 M: M* L3 hheliral weld 螺旋形僻缝) O- n! j Q3 g w4 d
high—strength bolt 高强度螺栓
: l; l& h& {/ [! d6 }0 R& ]high—strength bolt with large hexagon bea 大六角头高强度螺栓
: ?: Y( [- V- C- @6 |high—strength bolted bearing type join 承压型高强度螺栓连接，
; T( \2 J/ ~3 @high—strength bolted connection 高强度螺栓连接
; z9 [! |1 ]9 m0 `high—strength bolted friction—type joint 摩擦型高强度螺栓连接 }- [( _3 i7 D- O/ H
high—strength holted steel slsteel structure 高强螺栓连接钢结构; W0 X$ {6 @0 [* c0 g- n' f% l g
hinge support 铰轴支座(51)( M( f% r: N( `" @. [
hinged connection 铰接(21)9 D) V6 R }7 `- r3 P/ L
hlngeless arch 无铰拱(12)9 q7 R1 D8 L4 C1 g
hollow brick 空心砖(43): k) a$ h' [* N+ N5 I1 b3 l' t* C9 i
hollow ratio of masonry unit 块体空心率(46)1 I _) s+ `4 b ?
honeycomb 蜂窝(39)
. {& v' ^( P5 Z# F$ ^2 khook 弯钩(37)2 P0 c* q6 [- V0 Y g
hoop 箍筋(36)( T0 r/ y' g6 g3 o1 I4 B+ {
hot—rolled deformed bar 热轧带肋钢筋(28)
7 l# s( h, `: u: H: k# Khot—rolled plain bar 热轧光圆钢筋(28)9 z P; G& l M2 \& H/ o
hot-rolled section steel 热轧型钢(53)
7 d3 o6 E; d* R4 u9 ihunched beam 加腋梁(?)
+ `2 C- p& E4 a9 tI 1 S1 g+ H! O9 O( t
impact toughness 冲击韧性(18)
/ i i( r6 f9 f8 i3 a8 n: Kimpermeability 抗渗性(38); Q$ ~$ U8 T1 I# B6 Z# _) c
inclined section 斜截面(33)8 {8 L% ^# |* k( {% ^
inclined stirrup 斜向箍筋(36)
3 E1 B: J) `4 y9 B. y$ ~6 m* L( zincomplete penetration 未焊透(61)
/ o# d C0 L( @4 J4 m# Vincomplete tusion 未溶合(61)/ X# B/ o6 L4 g1 W& Z
incompletely filled groove 未焊满(61)4 r1 O- ~. b; V" v& w& ~
indented wire 刻痕钢丝(29)& s' v- i# O) `. F6 g! `7 D
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46): a, m6 L4 Y* l# N+ S
influence coefficient for spacial action 空间性能影响系数(46). G/ G# O- o* j3 Y0 t7 s5 \
initial control 初步控制(22)# g+ d$ K" N" _! B2 i
insect prevention of timber structure 木结构防虫(?o)
! `/ o! N9 ~; ^. cinspection for properties of glue used in structural member 结构用胶性能检验(71)( C8 a; d* C z7 r3 y
inspection for properties of masnory units 块体性能检验(48)) r- b& x# E0 \; ?7 M4 k
inspection for properties of mortar 砂浆性能检验(48)& a: ?6 X" H2 w! D
inspection for properties of steelbar 钢筋性能检验(39)! i( c4 o1 C# S9 A6 ~" q( i8 g
integral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)9 V1 Y8 n; i3 M; E# H
intermediate stiffener 中间加劲肋(53)- r& S% W& R; U! F( t! K$ z
intermittent weld 断续焊缝(60)
0 ^0 e( ^( A3 O5 M# w# s2 aJ 9 [9 `: ~+ e7 w8 X+ x
joint of reinforcement 钢筋接头(35)7 I' {& Z& T) c: C6 w" c. S z
K 1 j) e) S- C i) r% u
key joint 键连接(69)( V0 `2 ~$ P# }
kinetic design 动态设计(8)& `* N( i+ ~5 P; Z1 K
knot 节子(木节)(70)
. }0 j& K# Y/ S! M* c3 FL
, d# J" u2 s$ J: l4 H8 I+ {% z* _* Ulaced of battened compression member 格构式钢柱(51), x: a, f1 v5 p+ ?
lacing and batten elements 缀材(缀件)(51): a0 a1 P- O( g. y* C& B, O
lacing bar 缀条(51)4 y! ^6 h1 d, A
lamellar tearing 层状撕裂(62)6 h7 H) x C6 F) c' i- q
lap connectlon 叠接(搭接)(59)
5 {7 }! i# n# [& Clapped length of steel bar 钢筋搭接长度(36)$ |, `- `0 W) m3 Q$ v, ?
large pannel concrete structure 混凝土大板结构(25); L" R8 S& P; D+ W" |! Y6 o
large-form cocrete structure 大模板结构(26)
E1 Z! X* R) b2 @: A2 |lateral bending 侧向弯曲(40)
0 e ?9 q" J# C' E/ H# u8 j, `lateral displacement stiffness of storey 楼层侧移刚度(20)' T+ C x6 {; H3 P5 A2 a
lateral displacement stiffness of structure· 结构侧移刚度(20)4 _( I) Y/ T$ O" m6 B- b
lateral force resistant wallstructure 抗侧力墙体结构(12)) v% @- }0 h5 A$ Y ^0 v& q! G
leg size of fillet weld 角焊缝焊脚尺寸(57)' R8 l, G3 x4 ~
length of shear plane 剪面长度(67)
3 k2 L9 h$ d. [3 Plift—slab structure 升板结构(25)
1 Q4 M4 q# V9 ?. s) x6 dlight weight aggregate concrete 轻骨料混凝土(28)
$ m7 V' a6 @, Zlimit of acceptance 验收界限(23)
5 L/ L: H3 u7 B# x7 Blimitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
1 O4 h0 G3 w' m$ B3 w# o' A# `$ Ilimiting value for sectional dimension 截面尺寸限值(47)7 K: z2 z# l! I3 \: ~
limiting value for supporting length 支承长度限值(47)0 D) S/ { ^; ~0 a7 R* y
limiting value for total height of masonry structure· 砌体结构总高度限值(47)
# U4 [, K. G0 A5 d; j/ c m, ilinear expansion coeffcient 线膨胀系数(18)' z' s; n5 h( X# a, z) V1 X4 x
lintel 过梁(7)
5 G4 J& |6 T$ Iload bearing wall 承重墙(7)8 A- E D# i# u! B+ ]
load-carrying capacity per bolt 单个普通螺栓承载能力(56)
2 \) H9 }& s2 B6 \, j, Mload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56). ~- L* l0 u! I% u
load—carrying capacity per rivet 单个铆钉承载能力(55)! l2 |( m* M/ |& ?/ M
log 原木(65)/ d* Z8 Y: C- G
log timberstructure 原木结构(64)2 Z" b' _$ V. v) y" O
long term rigidity of member 构件长期刚度(32)
v7 V* m# B6 C; I; }longitude horizontal bracing 纵向水平支撑(5)
( e7 B# {! O. w) O5 flongitudinal steel bar 纵向钢筋(35), L% y0 y; x; C
longitudinal stiffener 纵向加劲肋(53)
5 D! C: k( |: X: D- Tlongitudinal weld 纵向焊缝(60)
& a: ^1 n' }/ |losses of prestress ‘预应力损失(33)
( d$ ~( I8 s6 W! Tlump material 块体(42)
+ A" N' M& z6 A/ lM
; Y3 `/ p# C# C5 s. w$ ^/ Wmain axis 强轴(56)
8 n1 r9 v0 h5 r j3 Umain beam· 主梁(6)
, a* b3 a- C8 l6 o3 ymajor axis 强轴(56)
3 W7 x2 U8 a' B2 |1 _- I0 Lmanual welding 手工焊接(59)
4 O1 J+ p. H" d: u2 b( |: l: Amanufacture control 生产控制(22)+ ~- o, A6 H& E7 S# b9 F
map cracking 龟裂(39)
% f; X$ F. O! M) B3 F4 v/ ?masonry 砌体(17)
$ h2 z4 e9 P& f- R! p& _% L e1 V/ [masonry lintel 砖过梁(43); w0 k' j$ c* O# g3 k5 B. r' u; e
masonry member 无筋砌体构件(41)
; Y# N$ M; a0 ^0 \! w! emasonry units 块体(43)
% J2 X5 b& E" D/ _ [9 xmasonry—concrete structure 砖混结构(¨)
) G @. U, ]& T+ X' ~2 ~, imasonry—timber structure 砖木结构(11)1 q) j8 p+ S2 J! z) `/ v
mechanical properties of materials· 材料力学性能(17)
* r: R% [' n3 Zmelt—thru 烧穿(62)( d% d0 [1 k! k% J7 Y R' ?" }, h B
method of sampling 抽样方法(23)
4 i+ a" C, O3 m( F% F$ Eminimum strength class of masonry 砌体材料最低强度等级(47)
+ o! N! d7 [+ t1 z- jminor axls· 弱轴(56)- m6 y( \! [" `! v$ ?1 ]6 k* f1 _
mix ratio of mortar 砂浆配合比(48)
# P3 [3 |/ Y/ v; G; y1 lmixing water 拌合水(27) A. a+ e' O7 W& u# b; u' O
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)+ M& p* q0 l- j3 q8 ~# T
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)% L% F) U* e: A1 x* z
modulus of elasticity of concrete 混凝土弹性模量(30)
/ E% _2 H. S* H. n7 ~modulus of elasticity parellel to grain 顺纹弹性模量(66). k& C6 }5 K( e, _* R1 X) {7 I1 A
moisture content 含水率(66)
1 P- M4 t! B: vmoment modified factor 弯矩调幅系数5 J9 D8 E9 r2 k. a9 Q6 G# \1 p
monitor frame 天窗架2 V- l, N- }& D
mortar 砂浆
8 D( A/ l- y3 u: s/ Ymulti—defence system of earthquake—resistant building· 多道设防抗震建筑
) Q- h+ i7 |( zmulti—tube supported suspended structure 多筒悬挂结构6 r: A3 I+ U4 ^. m/ m. A
N ) ^# T3 l& \ J$ ^! i! j4 C H
nailed joint 钉连接，) Z/ {2 e: C# _
net height 净高l* g* N6 v7 }) u6 i; ^# J: z6 x4 Q4 ^
net span 净跨度
4 z4 o9 S: Z4 p# jnet water／cementratio 净水灰比
5 ]- R. U* {3 w2 I7 Q% ~non-destructive inspection of weld 焊缝无损检验. }( _6 c& Y4 ^( B3 n" c) P* m
non-destructive test 非破损检验, ` E6 A8 J# O# c- a
non-load—bearingwall 非承重墙% L: G& L, n) N6 Z0 d
non—uniform cross—section beam 变截面粱3 Z& i' `+ a3 t; h
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数* l4 V4 _3 [2 W7 S2 y7 d' A/ [7 n
normal concrete 普通混凝土
& d9 J9 Q3 r- C/ u! [: L1 pnormal section 正截面- c7 ^9 p: h' }0 o
notch and tooth joint 齿连接0 ]) b0 o, E t4 F
number of sampling 抽样数量1 c$ C1 z, n" S4 }* g0 e- N
O
2 z+ T9 }% ~- O7 c/ m2 S4 j* wobligue section 斜截面/ j/ I7 @; R* n
oblique—angle fillet weld 斜角角焊缝. `, N3 ]9 d6 }5 l8 M+ z
one—way reinforced(or prestressed)concrete slab‘‘ 单向板
$ A& b- k0 o2 o8 l7 C: topen web roof truss 空腹屋架，% j* F9 y5 j" D4 A. W. x, p
ordinary concrete 普通混凝土(28): ~/ p1 J7 N9 h7 X5 \" f( n! h
ordinary steel bar 普通钢筋(29)
6 C7 x0 p5 o* j/ u! N7 eorthogonal fillet weld 直角角焊缝(61)
* {# `" b' q4 j+ J' H* z/ |0 Aoutstanding width of flange 翼缘板外伸宽度(57)
0 S D0 T! K( ]* k' J% noutstanding width of stiffener 加劲肋外伸宽度(57)
7 e/ U" h+ q3 V8 `* |over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)
0 `' t) U4 O8 a0 y5 S! i0 g, eoverlap 焊瘤(62)2 e! l- i+ U6 h N4 F/ G
overturning or slip resistance analysis 抗倾覆、滑移验算(10)* M c9 h% [ U: m
P 1 y, Q; p" m0 Q7 e
padding plate 垫板(52)
& l2 U" ^2 D1 t t$ upartial penetrated butt weld 不焊透对接焊缝(61)7 Z% P% e8 p/ Z- P+ s% q' b
partition 非承重墙(7)* H+ C( v- b9 {) G& s
penetrated butt weld 透焊对接焊缝(60)8 E6 D) t+ E! s8 L
percentage of reinforcement 配筋率(34)
/ X4 c7 O% F+ t& @perforated brick 多孔砖(43)' n% |$ o \: H
pilastered wall 带壁柱墙(42)6 |% |5 Y" V2 C( [% f4 g: C
pit· 凹坑(62)8 L/ `' i. @1 r, y
pith 髓心(?o)
" f' \; _ n7 b9 D3 {7 xplain concrete structure 素混凝土结构(24)
; V1 N! C$ X2 c: U& Hplane hypothesis 平截面假定(32)1 l6 y. l7 w' U8 U; \" ^
plane structure 平面结构(11)/ B) i) I9 n# F: C$ ]$ a/ c/ |! {
plane trussed lattice grids 平面桁架系网架(5)
0 U( n4 e' D9 Y' [ C& |: d, Zplank 板材(65)) V* O3 U% W7 T% R0 V' p
plastic adaption coefficient of cross—section 截面塑性发展系数(58) E; U& C) B' E1 F: B
plastic design of steel structure 钢结构塑性设计(56)
3 H% d, z$ h# ~+ t1 d Cplastic hinge· 塑性铰(13)8 H4 f3 H& l$ G1 D
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
) h6 y8 \" [9 t; Oplate—like space frame 干板型网架(5)
- p, S# e) t7 G6 T. fplate—like space truss 平板型网架(5)
" l2 f2 G* q" |- v) [1 _plug weld 塞焊缝(60)
+ A$ _8 ?0 ]% B, r4 T$ Vplywood 胶合板(65)
: A$ v" b# V& q$ qplywood structure 胶合板结构(64)+ N; E5 _. M' ] U( a" E
pockmark 麻面(39)
) T; @( q" X# I9 o' m9 C% npolygonal top-chord roof truss 多边形屋架(4), h6 Q. w ] P' I: W
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)
: [ I, ?+ g! _7 P0 d) Eprecast reinforced concrete member 预制混凝土构件(26)
, U# J, L4 d+ j9 S5 Uprefabricated concrete structure 装配式混凝土结构(25)
/ C4 S4 J8 `( npresetting time 初凝时间(38)* s( O/ N5 f1 a$ E% B
prestressed concrete structure 预应力混凝土结构(24)
0 n2 s, \# o! @% v0 a! P) fprestressed steel structure 预应力钢结构(50)
4 G5 o q. G; z( ?: D3 Qprestressed tendon 预应力筋<29)
+ v0 R- S& B/ ?$ z, E4 u1 B5 `$ Ipre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)6 w- ]4 Y! z2 m F$ u% Y
primary control 初步控制(22)
+ [& j0 s1 c& b3 n5 T' iproduction control 生产控制(22)% D% n! G+ Q& i) E
properties of fresh concrete 可塑混凝土性能(37)
7 [* {4 }7 T5 [4 Hproperties of hardened concrete 硬化混凝土性能(38)- L0 X3 C) y0 G% w8 _( b1 m, R$ c2 D
property of building structural materials 建筑结构材料性能(17)# k d. k5 S! c. b2 M) [) x
purlin“—””— 檩条(4)# m8 z' h; `; [4 W: @! M
Q
: T9 {0 B T5 E) @- gqlue timber structurer 胶合木结构(㈠)
/ @& Y0 A5 x8 A3 Q/ Z" }quality grade of structural timber 木材质量等级(?0)3 I$ P# \' I1 r
quality grade of weld 焊缝质量级别(61)* e* m5 I4 Q3 }( Y: f9 i1 P
quality inspection of bolted connection 螺栓连接质量检验(63). |$ f( t! V4 Q k0 C2 O
quality inspection of masonry 砌体质量检验(48)8 C0 |; z" C5 g* A: v
quality inspection of riveted connection 铆钉连接质量检验(63)5 B' }: B! v- x4 T, H( C" V" z
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
0 \1 r! @! N4 DR 2 r8 }; ~4 R; h; d! [, m
radial check 辐裂(70)
7 r+ _: {5 }/ Y+ f: Y) qratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35): r) [8 Q3 q+ A" F- p% ?: ], `
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
9 a% f& `. v2 y+ F) _0 t: `ratio of reinforcement 配筋率(34)
, O& l% d5 ~' Z* Q8 j# Uratio of shear span to effective depth of section 剪跨比(35)
$ \, T3 e3 z0 a2 W& Rredistribution of internal force 内力重分布(13)
$ Z- r/ g7 H* y+ f6 n0 ?4 Mreducing 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)' d1 h$ N: [, \
reducing coefficient of liveload 活荷载折减系数(14)5 F5 c5 r( E1 D
reducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)4 N2 C. |3 }2 P4 O
regular earthquake—resistant building 规则抗震建筑(9)
2 x! l4 D6 U$ b$ i. [3 a. ], Xreinforced concrete deep beam 混凝土深梁(26)2 D$ K* M; Q) P# l3 I9 L: h
reinforced concrete slender beam 混凝土浅梁(26)4 x- B! w: E! u% |
reinforced concrete structure 钢筋混凝土结构(24)
* ^" `" t1 \5 X8 G8 M' Wreinforced masonry structure 配筋砌体结构(41)
. B0 y$ |) I, ^reinforcement ratio 配筋率(34)
2 ~; b1 J- v& I9 Y8 areinforcement ratio per unit volume 体积配筋率(35)2 i9 q; S. w, b5 S3 W
relaxation of prestressed tendon 预应筋松弛(31)& F( s/ N+ v" x: {4 V7 z* P
representative value of gravity load 重力荷载代表值(17)
/ ^6 k, I+ ~9 F, K. E" h9 ^+ nresistance to abrasion 耐磨性(38)( q+ E# W8 C* L' }; l* I/ j
resistance to freezing and thawing 抗冻融性(39)# q9 F5 ?, ]/ J
resistance to water penetration· 抗渗性(38). A n' v( y5 \; H
reveal of reinforcement 露筋(39)1 z- N' }/ q6 L6 j- d7 D
right—angle filletweld 直角角焊缝(61)! W/ _+ M1 }9 o$ Z
rigid analysis scheme 刚性方案(45)
+ O) n; ]2 P5 \. G! \2 N" frigid connection 刚接(21)' M3 L6 H$ T) v) W6 K# a" ?
rigid transverse wall 刚性横墙(42)
8 A8 {5 d$ v; i; j8 ]/ b9 n erigid zone 刚域(13) H k0 G& i* h" s
rigid-elastic analysis scheme 刚弹性方案(45)
P& q6 i1 n8 a: c* M2 mrigidity of section 截面刚度(19)" N+ z$ y4 k ]7 N% ]9 T
rigidly supported continous girder 刚性支座连续梁(11)9 P. p/ n* [0 N- J. l
ring beam 圈梁(42)
% V7 P6 \$ m1 g) r8 c; y0 yrivet 铆钉(55)
2 r: E8 a5 C4 m/ |6 A3 oriveted connecction 铆钉连接(60) k" k- }$ D* C" V. h
riveted steel beam 铆接钢梁(52)
5 Y% W' T; d) Kriveted steel girder 铆接钢梁(52)) {( q2 n' j8 @$ F3 w, f+ R2 R
riveted steel structure 铆接钢结构(50)
8 E4 ?3 o5 x& Z Grolle rsupport 滚轴支座(51): l4 J# A2 N. G# I6 o; c) n$ {
rolled steel beam 轧制型钢梁(51). ~8 }+ l* l4 d. e7 T
roof board 屋面板(3)2 G R, C8 L8 b& o4 d3 A
roof bracing system 屋架支撑系统(4)2 B/ L3 y5 U# q( y* L# d
roof girder 屋面梁(4)( Y; U. g9 _; z+ \( v$ k8 V0 P0 } e
roof plate 屋面板(3): \! U/ l) d% i9 r* E& `
roof slab 屋面板(3)3 ~7 E5 F4 X$ g2 b5 ?) P
roof system 屋盖(3)$ w$ G% r5 z5 C* _
roof truss 屋架(4)
% t* A" U9 K. O, w& erot 腐朽(71)
+ l5 O: w1 ?2 C7 ?round wire 光圆钢丝(29)4 Y# r# Y9 L, ^- [3 Z8 t. M
S 9 ]7 B) o& t3 j1 E9 g& |
safety classes of building structures 建筑结构安全等级(9)2 R5 W, p9 Z1 M: u1 B4 @
safetybolt 保险螺栓(69)
8 \2 |0 K% [# [+ T- |9 y$ E. }sapwood 边材(65)
5 z" m; P3 p3 L. c5 Q! S0 u2 Xsawn lumber+A610 方木(65)1 I; {8 u; J: C( L
sawn timber structure 方木结构(64)9 o, w9 K! i1 Z8 K7 a, A4 N) F
saw-tooth joint failure 齿缝破坏(45)1 q$ U+ o' T" A6 c
scarf joint 斜搭接(70)
: ?* D( g' W; o/ h3 L ?" [seamless steel pipe 无缝钢管(54)
2 J; c, t, e6 Q0 B% m% @, hseamless steel tube 无缝钢管(54)
+ y l- Y) T; \0 Q3 |* u r* e, jsecond moment of area of tranformed section 换算截面惯性矩(34)
: l4 h4 K3 E- [9 O/ c7 F4 }$ d6 psecond order effect due to displacement 挠曲二阶效应(13)
8 p: T0 Y6 E) c1 D1 v* Asecondary axis 弱轴(56)
5 O, F% ], l, N: x) d5 P! y4 [5 Bsecondary beam 次粱(6)
/ ~' m2 @0 K. `% Xsection modulus of transformed section 换算截面模量(34)
7 N: O* n, G" t) A$ J5 R& tsection steel 型钢(53)
1 F# O, c+ f# }& `7 vsemi-automatic welding 半自动焊接(59)
M% \" [( T B) r. H0 \separated steel column 分离式钢柱(51)
" m/ b6 K& h4 x3 U( f; {setting time 凝结时间(38)
3 { G# i8 d: o% e* tshake 环裂(70)
, r1 B! e& j* e2 J& c# m0 nshaped steel 型钢(53): G, L1 F; E" x
shapefactorofwindload 风荷载体型系数(16)# {, v! E! G% G7 C% _
shear plane 剪面(67)4 D }8 J6 B+ I& h
shearing rigidity of section 截面剪变刚度(19)
/ G* C* Y. C* ^shearing stiffness of member 构件抗剪刚度(20)
( D) [" U- W0 Z8 E' q9 \short stiffener 短加劲肋(53)6 }+ r" _- Q5 ~8 f+ H Y4 V
short term rigidity of member 构件短期刚度(31), M- {0 d, u8 o, t' ?* J
shrinkage 干缩(71) d1 C) i$ f, C' i/ |
shrinkage of concrete 混凝干收缩(30)
$ o' V, T9 l) g' R1 S% S$ xsilos 贮仓(3)
3 s8 ?) l1 q% h7 E" O6 Askylight truss 天窗架(4)( z6 h, M+ j/ \/ ?: c3 b* R' C
slab 楼板(6)9 t' ~/ e) a7 Q; u8 |! l q# D
slab—column structure 板柱结构(2)* Y j2 O, R8 u4 P. I
slag inclusion 夹渣(61)
( Z/ s- ^; u7 E7 asloping grain ‘斜纹(70)
- U: m8 P6 r1 P, q0 R* a7 B. f. A" Jslump 坍落度(37)
- u) ~5 a# `9 N% ^- h" Ksnow reference pressure 基本雪压(16)" P7 p1 Q0 x$ K
solid—web steel column 实腹式钢柱(
$ A( h+ y7 L4 @$ R2 R$ E4 j6 {space structure 空间结构(11)
: m, V: Q0 Q8 yspace suspended cable 悬索(5)7 C4 w4 W3 b$ h0 t& w" a
spacing of bars 钢筋间距(33)! O1 q) x$ c- D. T8 \
spacing of rigid transverse wall 刚性横墙间距(46)5 s5 ?7 D: ~) r- U) G& s2 _
spacing of stirrup legs 箍筋肢距(33)9 V3 g- N9 x7 a! I
spacing of stirrups 箍筋间距(33)
8 h3 x+ ^6 `3 Z! J, u% V/ sspecified concrete 特种混凝上(28)
) b) {* z; R3 aspiral stirrup 螺旋箍筋(36)6 Q3 o& u- m4 @4 e. }8 m2 B1 t
spiral weld 螺旋形焊缝(60)
# z( t4 v3 n) osplit ringjoint 裂环连接(69)
/ ?2 ^* ^2 _, s1 esquare pyramid space grids 四角锥体网架(5)1 G- o. b7 r7 ?- c5 B/ R
stability calculation 稳定计算(10)
2 A% G: M5 |% t" _3 f; `7 b. Cstability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)2 k- a q$ j8 W- l* ]8 ^
stair 楼梯(8)% `/ `( e- w" w/ L8 r
static analysis scheme of building 房屋静力汁算方案(45)) z7 X& `# u P" C" o; p; G1 E
static design 房屋静力汁算方案(45)
$ M7 K' n7 D- b+ A" i& s9 J5 Mstatically determinate structure 静定结构(11)+ R% f% I1 t; _
statically indeterminate structure 超静定结构(11)
+ m2 h; Y5 V) U8 b" H4 c. ssted 钢材(17)
) _* c: n- f! x" j msteel bar 钢筋(28)
: b* t6 c# H! u% Usteel column component 钢柱分肢(51)
2 w) _3 E# f+ W# b& Bsteel columnbase 钢柱脚(51)
3 Z$ a) A% f% m) [# B1 R' _steel fiber reinforced concrete structure· 钢纤维混凝土结构(26), P$ J: U& ~; P c1 Z, `4 J
steel hanger 吊筋(37)
6 O \4 o0 q7 v/ P# N' ^steel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
. h/ G/ b% Z4 T) {9 Psteel pipe 钢管(54)
7 T) g: [ T$ u' Q6 \( f2 C- wsteel plate 钢板(53)
( L) w" u; i* O- Zsteel plateelement 钢板件(52) V/ ^4 Y0 X% y% Q
steel strip 钢带(53)
3 j. {- ^3 f {3 k( asteel support 钢支座(51)
) b. Z! f$ n R: a. Bsteel tie 拉结钢筋(36)# i1 c' J0 Z, \; S' I, v
steel tie bar for masonry 砌体拉结钢筋(47)# j) k. d9 Q; X0 W
steel tube 钢管(54)% c3 L Y- x: o$ n
steel tubular structure 钢管结构(50)
: @, _, a) l5 `+ B, Ssteel wire 钢丝(28)6 n" p% J- w$ Q4 |0 O# Y
stepped column 阶形柱(7)( I: _5 I0 M ^& j/ o. ?
stiffener 加劲肋(52)
$ ?% n5 ` ~( K$ P3 `, A3 qstiffness of structural member 构件刚度(19)# q+ r+ J' U2 {& M! i- I
stiffness of transverse wall 横墙刚度(45): ]$ z& p0 T) d, E
stirrup 箍筋(36)4 D# K3 W. |/ C$ M+ S
stone 石材(44)
4 ^3 O6 q* J ~# Z' g2 q" ustone masonry 石砌体(44)
& e" v* a7 P- W9 u; f8 astone masonry structure 石砌体结构(41)$ f8 n, v& T0 P0 o/ u9 L
storev height 层高(21); _: P! F5 J l3 Q0 ^% Q( @8 g
straight—line joint failure 通缝破坏(45)" U. b& d" b( C& Q
straightness of structural member 构件乎直度(71)# H) O" o! t; |& v j$ J
strand 钢绞线(2，)% _4 X6 L. G- Q: Q4 @# U
strength classes of masonry units 块体强度等级(44)
- a9 J+ B2 m1 s% a' ^0 t$ F6 Hstrength classes of mortar 砂浆强度等级(44)
( ]2 D) v- T5 A# x2 R. ^* dstrength classes of structural steel 钢材强度等级(55)* U$ x% q$ B0 G1 E- R: t
strength classes of structural timber 木材强度等级(66)
+ Q) m1 W' e* O1 Kstrength classes(grades) of concrete 混凝土强度等级(29)' `6 N- m" C; h9 Y4 P8 D3 q
strength classes(grades) of prestressed tendon 预应力筋强度等级(30). v; l! v8 e" R9 ?
strength classes(grades) of steel bar 普通钢筋强度等级(30)
7 y3 Q% o- S& D# v1 p# U' Tstrength of structural timber parallel to grain 木材顺纹强度(66)
/ i: x8 M) o1 ^/ `strongaxis 强轴(56)8 H: a- r; j3 l: R
structural system composed of bar ”杆系结构(11)( i0 R5 Z0 x. z4 p; ~+ r
structural system composed of plate 板系结构(12)# I7 h3 {% J7 I4 o
structural wall 结构墙(7)
7 j6 q0 a( [0 ?8 C6 k6 xsuperposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)+ S, E: u9 B e1 u. @
suspended crossed cable net 双向正交索网结构(6)
4 c' |6 B6 \) w3 Asuspended structure 悬挂结构(3)0 k; D+ w0 [) k, C( _
swirl grain 涡纹(?1)+ g$ z z* k2 J/ |6 l- T
T 5 z5 w! {9 h$ f3 o) _" u9 M
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)! q# z% ~7 ^, T" r, J6 |6 L
tensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)
/ L! y T" E; {. w3 W, F3 I! [7 wtensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)
1 ]9 b9 s" y! G! Y" k& `7 Itest for properties of concrete structural members 构件性能检验(40)：( h1 W8 K1 l4 n6 N4 \9 w% z2 z: i; k
thickness of concrete cover 混凝土保护层厚度(33)
5 ~( @) ^! X! S, l4 S0 s Mthickness of mortarat bed joint 水平灰缝厚度(49)% |8 \* W) i. l( G; `' C' Q
thin shell 薄壳(6)/ |1 y% e/ e. v+ Q# }& u
three hinged arch 三铰拱(n)! q) d9 z) \3 v' G# v! L
tie bar 拉结钢筋(36)/ v6 n) g1 p, x4 S, _7 o
tie beam， ‘ 系梁(22)
f3 K) j! h2 q3 u) h* U2 z/ Wtie tod 系杆(5)! J' B* G. T0 C1 }, A9 p
tied framework 绑扎骨架(35) `! S2 _5 T3 O( Q
timber 木材(17)# C' z% _2 H/ E, V1 U; n
timber roof truss 木屋架(64); G0 f2 X! _2 o6 j
tor-shear type high-strength bolt 扭剪型高强度螺栓(54)
* m& c& l% \1 ]& Z" vtorsional rigidity of section 截面扭转刚度(19)* T7 B* X+ A. v; A1 R1 z+ ]
torsional stiffness of member 构件抗扭刚度(20)" j6 z6 R P2 _3 G
total breadth of structure 结构总宽度(21)" m! j2 ?9 m5 @! P
total height of structure 结构总高度(21)7 F7 Y/ p/ U9 W. [! U
total length of structure 结构总长度(21)
* R v, n, V8 ]9 p& Qtransmission length of prestress 预应力传递长度(36)0 e3 n7 y7 S' Q
transverse horizontal bracing 横向水平支撑(4)
+ W( _$ L4 W' b2 Y1 gtransverse stiffener· 横向加劲肋(53)
P( }, Y4 s+ z8 E) ttransverse weld 横向焊缝(60)* A( {! u" c6 o
transversely distributed steelbar 横向分布钢筋(36)
, ]/ h4 X, v# I% e5 s$ Jtrapezoid roof truss 梯形屋架(4)
' Y% T& F& P( Q) v% l5 Y. Ntriangular pyramid space grids 三角锥体网架(5)* V9 W E0 ~8 }" G0 z( S1 b2 q/ A
triangular roof truss 三角形屋架(4)
4 r% \" ~5 p( U- m8 Mtrussed arch 椽架(64)
$ w/ ]# D% x( h/ atrussed rafter 桁架拱(5)8 R3 n, W3 K* B1 I4 P* f
tube in tube structure 筒中筒结构(3), r# U9 ~5 F* i4 I1 w+ G
tube structure 简体结构(2)
( Z; q7 D/ q9 Qtwist 扭弯(71). V. j3 N& a+ W0 I
two hinged arch 双铰拱(11)/ S" |) v: i/ `1 C! U: B" @7 o5 Y
two sides(edges) supported plate 两边支承板(12)
3 ]' F) P3 H5 A$ Dtwo—way reinforced (or prestressed) concrete slab 混凝土双向板(27)5 l4 f- b* B5 v6 W$ |
U ' O6 F0 z C4 `" N
ultimate compressive strain of concrete’” 混凝土极限压应变(31)
( f h2 }1 D) T2 Q5 R3 ?- g0 Junbonded prestressed concrete structure 无粘结预应力混凝土结构(25)8 _7 {1 q2 |4 x& { D
undercut 咬边(62)
8 @9 } c7 s1 D- d" Uuniform cross—section beam 等截面粱(6)5 C3 y- q) `# N8 F# v9 ]' Z
unseasoned timber 湿材(65)
% J. v; f# _; G) i+ kupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)
; u1 N) y# x$ D$ n6 Hupper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)0 m* q# v+ _- O$ i
V : N; z5 ?3 \0 ?0 W* n. M* }
value of decompression prestress 预应力筋消压预应力值(33)
/ M; W% [+ Y* Y5 @8 f5 pvalue of effective prestress 预应筋有效预应力值(33)3 D0 d! W8 l$ N* [( t* Y, J& w
verification of serviceability limit states· ” 正常使用极限状态验证(10)# U( r5 v9 }( l9 H+ K
verification of ultimate limit states 承载能极限状态验证(10): E1 ^9 [6 v, ]0 P8 m, R
vertical bracing 竖向支撑(5)
- v) i, G5 R: ~8 T7 |& {vierendal roof truss 空腹屋架(4)
4 A* }( D* N& I# v; p8 d: Zvisual examination of structural member 构件外观检查(39)
' \: `0 D. l. l. z3 w4 Ivisual examination of structural steel member 钢构件外观检查(63)
( Y. U* _# U6 ~3 P* `/ u( ?visual examination of weld 焊缝外观检查(62)
+ m; C5 I5 @( o. r' y# OW
: a, x2 o( Q9 L G" n9 z7 Uwall beam 墙梁(42)
4 @. O6 B! j9 uwall frame 壁式框架(门)4 d; Y) A6 m$ h5 f5 |: h" p+ N
wall—slab structure 墙板结构(2)
, k' d0 p; G! j6 ~. B/ ?1 k- M1 gwarping 翘曲(40)，(71)
0 s; b8 w& t. A. Jwarping rigidity of section 截面翘曲刚度(19)
% ^( O- W% H* f- C- u% O+ gwater retentivity of mortar 砂浆保水性(48), i# L0 B3 R5 T& s, H6 H+ T7 `
water tower 水塔(3)
0 t+ i7 ]# l7 V+ M# qwater／cement ratio· 水灰比(3g)
' X2 ? y1 C% eweak axis· 弱轴(56)4 v9 h: b+ O% G! j3 @4 I' A" |
weak region of earthquake—resistant building 抗震建筑薄弱部位(9)% M0 p# Z. A0 Z# N5 m2 _7 m+ O
web plate 腹板(52)
6 g5 V. a" }3 I) Uweld 焊缝(6[))
% j0 a7 c6 A+ r! `6 g Qweld crack 焊接裂纹(62)
( O P- E- X+ O7 l9 Hweld defects 焊接缺陷(61)
, `% U; c5 ]6 x# Wweld roof 焊根(61)
# Q/ w( n* }- u) P7 [3 `' V7 cweld toe 焊趾(61)5 a) V* J* B, R2 L4 D4 q
weldability of steel bar 钢筋可焊性(39)
) t3 Z# r, M' t, k. |7 Iwelded framework 焊接骨架()
( u/ O! U; z/ f% nwelded steel beam 焊接钢梁(
5 V) H# i* ], w8 t, Q3 z; pwelded steel girder 焊接钢梁(52)
2 @& G; G) y7 [: `6 bwelded steel pipe 焊接钢管(54)
0 N9 {3 ]' m( v+ b2 s7 P2 bwelded steel strueture 焊接钢结构(50)
9 @/ n n( `; q9 I6 r' s' p" O* ?welding connection· 焊缝连接(59)& @2 r3 o* m2 r7 ]
welding flux 焊剂(54)
# a3 U% ]9 J9 o& }& H* Y' Hwelding rod 焊条(54)
" c' p& C7 @' \ o2 F- rwelding wire 焊丝(54)
- z1 x/ O: }; Kwind fluttering factor 风振系数(16), }4 _8 ]; Q- Y- D1 [! B5 O9 [
wind reference pressure 基本风压(16)' T) w/ U0 ]. Z8 B' ^
wind—resistant column 抗风柱(?)
8 n- L; A, l: ewood roof decking 屋面木基层(64)
\' p& ~. G7 N, w f- nY 3 N4 T4 |6 o1 T
yield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)
! {7 _1 ~% Q1 Q% J1 q% V D( H0 J9 K4 F# k' u
————————————————————" w3 @; x N9 d$ i+ X. n* D
7 ?$ s" v1 V e; f" B ^常用的景观英文$ v- u1 U6 f& {
% `" c8 ]" D R$ M1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
& C$ h; F6 N4 N2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) " P6 d3 D8 D* k0 k D, z3 U' I: O
3.商业中心入口 ENTRANCE TO SHOPPING CTR. 3 [8 W! T' A6 G: F1 T! p: p
4.水景 WATER FEATURE 0 W. P- l1 x" J m5 v; X
5.小型露天剧场 MINI AMPHI-THEATRE8 l( u1 [/ g8 w0 |. [ t" Z, ]
6.迎宾景观-1 WELCOMING FEATURE-1
+ R6 Z* }+ W: ^( I) c/ U7.观景木台 TIMBER DECK (VIEWING)
# `. @1 z# Z2 ?- v8.竹园 BAMBOO GARDEN
, }8 A0 M; f) s: p3 O# l+ D, R, G9.漫步广场 WALKWAY PLAZA % D' I8 L! r$ a L8 `! ~% y
10.露天咖啡廊 OUT DOOR CAFE
. ?2 B! M1 [7 _0 t11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 4 ?: m' d* D4 h6 x: ?
12.木桥 TIMBER BRIDGE 5 J; z/ P: M8 \/ m
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE * V9 |6 a, f. O, @
14.吊桥 HANGING BRIDGE : H K* i# }9 @ b! m
15.休憩台地(低处) LOUNGING TERRACE (LOWER ) ! O' Z8 V" V0 u5 b7 C: X; }, k
16.休憩台地(高处) LOUNGING TERRACE (UPPER )
; r8 ^% K( R# u7 {- u) _+ b17.特色踏步 FEATURE STEPPING STONE
( @7 D2 d, F: p1 W- _& C* N- ~18.野趣小溪 RIVER WILD 4 P& a0 m3 f6 w3 r1 |+ ~
19.儿童乐园 CHILDREN'S PLAYGROUND
6 T0 Y* S4 V. @20.旱冰道 SLIDE 7 `; }* v4 x1 R8 `) i T) k
21.羽毛球场 BADMINTON COURT
4 F% l$ i) _1 p' C+ W' R/ E. d22.旱景 DRY LANDSCAPE 4 @0 o" L' d8 h% k1 d$ C; p
23.日艺园 JAPANESE GARDEN 9 q: {" @; J* `# l% a
24.旱喷泉 DRY FOUNTAIN 9 H7 V+ G+ k6 }
25.观景台 VIEWING DECK$ r7 X% u# R. d
26.游泳池 SWIMMING POOL
& z" o) b" e- L4 v% I7 `27.极可意 JACUZZI
' c7 X3 E. \% z: Y9 N5 \28.嬉水池 WADING POOL ! {2 p! B% j: v( d' K5 M
29.儿童泳池 CHILDREN'S POOL
, Z# }. A& M3 Y30.蜿蜒水墙 WINDING WALL
$ S! p7 O8 v! d4 ^1 d+ M6 a w% N' @31.石景雕塑 ROCK SCULPTURE / B3 v$ j J, u# S! ^! h$ e
32.中心广场 CENTRAL PLAZA / q1 \$ R, S' k; w
33.健身广场 EXERCISE PLAZA
. n, o+ ?, |( h7 o f34.桥 BRIDGE
5 C6 `5 \- G; S& H+ @35.交流广场 MEDITATING PLAZA+ o+ C# q; S( ]" \9 _1 [2 s# w
36.趣味树阵 TREE BATTLE FORMATION 9 a; r3 ~0 r1 y1 T* H* e; `
37.停车场 PARING AREA; o) r6 s4 O0 c& b1 R _5 ]4 z
38.特色花架 TRELLIS
" z ]( W6 |% F3 n; d" D s% K$ I39.雕塑小道 SCULPTURE TRAIL
4 X+ o- F4 M* j0 P. A40.(高尔夫)轻击区 PUTTING GREEN : I; K X o0 p1 c. r; H( m
41.高尔夫球会所 GOLF CLUBHOUSE # c$ }2 n! u$ E7 F
42.每栋建筑入口 ENTRANCE PAVING TO UNIT 8 @! E7 w+ }7 n& N
43.篮球场 BASKETBALL COURT 2 F' v" P6 \& B6 T
44.网球场 TENNIS COURT ?- Y l6 w5 w% p' O' p
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER & B! @8 K! v; L1 `: c, j) d! E' b, \( J
46.广场 MAIN PLAZA
; Q; V; q, F u4 W6 n3 k47.森林、瀑布 FOREST GARDEN WATERFALL
% P( U; V9 Q" N48.石景园 ROCKERY GARDEN
, D9 B# a1 i; V) q49.旱溪 DRY STREAM
8 T) ^0 u& n4 m* H% D5 Q50.凉亭 PAVILION 3 y5 k. B. b d4 L' q
51.户外淋浴 OUTDOOR SHOWER
1 t2 ]' G: N+ {52.拉膜结构 TENSILE STRUCTURE q) j o+ h! y7 X* |- S1 o5 h
53.台阶 STAIR
% a6 a5 V$ g) Y54.高尔夫球车停车场 PARKING ( GOLF CAR ) G1 v# D3 g- A, ~/ L
55.健身站 EXERCISE STATION ! c* d$ I4 v5 ?! b; f0 q& p, p G
56.晨跑小路 JOGGING FOOTPATH
* p8 Q- t9 g! [57.车道/人行道 DRIVEWAY /SIDEWALK S$ f) g/ S% B& R% i4 S9 G- u6 z
58.人行漫步道 PROMENADE
1 Z }( B# s$ F2 m& P, w8 `4 @. L+ Q, t59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
2 H" u3 o" X- t, _60.特色入口 ENTRY FEATURE
. l: @2 j) ~4 o% B5 h61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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