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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 7 W3 E1 s+ O- h1 I% Y
: G- v4 u# n- w3 w7 k$ k3 v" \分享，攒RP考试用$ z7 r" W7 n+ A5 J" M
不知道大家需要否，一层层贴吧:loveliness:
5 O/ ]$ a0 Q9 s5 _. J————————————————————" }3 k9 ]" N7 I) b( t
常用的建筑词汇) A9 O( X, s2 G; Z k5 A
5 p7 K6 ` R: Y7 X& Y) s
A 3 Q K( Z' x4 ^6 I1 Y! N
acceptable quality 合格质量) z2 o4 f- \) D- R/ c
acceptance lot 验收批量$ R: }% m2 X6 F% W
aciera 钢材
2 r X% N: n% C- y: wadmixture 外加剂
1 B0 l' e9 C( { Z; oagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数0 j' R& N0 D8 y9 B$ x8 @
aggregate 骨料
\8 ~1 w J* L6 G/ Uair content 含气量
+ E. x9 l( s' oair-dried timber 气干材
: N, ]4 W3 V+ `! Vallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比5 H8 V& u# P; e
allowable slenderness ratio of steel member 钢构件容许长细比
6 L) ?! r1 x4 Y+ w' callowable slenderness ratio of timber compression member 受压木构件容许长细比4 V' L1 y6 i; D4 D R H+ z Q
allowable stress range of fatigue 疲劳容许应力幅9 P+ Q4 g8 [, M
allowable ultimate tensile strain of reinforcement 钢筋拉应变限值- B( \- X4 Q/ U( ]* T
allowable value of crack width 裂缝宽度容许值
, C: g$ S- X! [( v8 lallowable value of deflection of structural member 构件挠度容许值/ H3 c/ Y& t* ^, j' e1 {
allowable value of deflection of timber bending member 受弯木构件挠度容许值' ~0 O2 E" v! R4 N) x: k2 x: L/ Q
allowable value of deformation of steel member 钢构件变形容许值. K2 }" Z$ U/ i& N$ ~: b, Q
allowable value of deformation of structural member 构件变形容许值
5 V# _( g+ l" e6 i! mallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
) l( e) d! S8 y* }amplified coefficient of eccentricity 偏心距增大系数
% P8 z) h$ g4 d6 o I3 zanchorage 锚具
2 F- j9 q" N" e# F5 A! ?anchorage length of steel bar 钢筋锚固长度3 Y, a( Z. n5 z4 |) G/ K
approval analysis during construction stage 施工阶段验算
, X z. |! I6 j- K+ parch 拱
) F/ t. n. r' H$ varch with tie rod 拉捍拱2 y7 |, o* k7 d, l8 O
arch—shaped roof truss 拱形屋架
( P7 W# q+ R6 c; V2 ]' p5 warea of shear plane 剪面面积
f7 Q3 {* R# Y# f# W3 uarea of transformed section 换算截面面积
7 n& o, Z1 s ^7 m: J9 h+ }aseismic design 建筑抗震设计 T; ~+ _3 H# Y7 r; s4 g, n; E% O
assembled monolithic concrete structure 装配整体式混凝土结构
3 f: ]) x! ]/ f# v/ p8 [5 H* m Vautomatic welding 自动焊接
' M& x5 F2 }6 a6 I# Vauxiliary steel bar 架立钢筋
$ |, r. p. Z7 _: ^3 t5 P4 [0 m* eB
- j! f$ e4 s p3 q. M. s. Jbackfilling plate 垫板
( {* c; d( X! Wbalanced depth of compression zone 界限受压区高度; T1 `, x8 o9 J; O' M/ u
balanced eccentricity 界限偏心距1 v P! D, o* j
bar splice 钢筋接头) y2 o) [$ @& J$ w$ }4 z/ Q$ {
bark pocket 夹皮
" J& L K* v# y' T/ `# Xbatten plate 缀板2 C( l% s3 l& m$ c. ~6 E1 n
beam 次梁
- g" d1 g: v! nbearing plane of notch 齿承压面(67)
& |$ Q" E0 g6 d/ D% L" K. L% Rbearing plate 支承板(52)$ s( d( E4 _( |+ {* X( U
bearing stiffener 支承加劲肋(52)6 `8 Z' z4 Y7 K( M- |8 T- L
bent-up steel bar 弯起钢筋(35)0 ]: y S/ e# T0 E
block 砌块(43)
& `0 k& x0 P" N/ {, S6 xblock masonry 砌块砌体(44)
. I4 ^' g# @5 Y, i3 Qblock masonry structure 砌块砌体结构(41)/ n$ u! L' L6 }- H8 V
blow hole 气孔(62)6 E' X* z3 g+ Z7 W/ i, V
board 板材(65)
6 b7 ?7 p7 d( K6 Fbolt 螺栓(54)
- b) n( G5 O7 b* p% C4 F5 bbolted connection (钢结构)螺栓连接(59)
" |; s+ N7 Q2 g N- d5 Lbolted joint (木结构)螺栓连接(69)- b. D+ S8 r3 W( T: O
bolted steel structure 螺栓连接钢结构(50)
" @% a7 E# b0 Y: @/ S }bonded prestressed concrete structure 有粘结预应力混凝土结构(24) s: R% C e4 U: N
bow 顺弯(71)* s/ m8 X: O; M3 t6 |
brake member 制动构件(7)4 ^( O/ X t3 {" D
breadth of wall between windows 窗间墙宽度(46)
" J' @! m. n. Dbrick masonry 砖砌体(44)' [' t. C: |# C; r$ L# N6 Z: N
brick masonry column 砖砌体柱(42)
# n4 S B. F' `$ Lbrick masonry structure 砖砌体结构(41)
6 F- @, I8 B; q3 h7 mbrick masonry wall 砖砌体墙(42)) q, }! v8 q! {2 ^
broad—leaved wood 阔叶树材(65)
6 F+ H! h9 _, t" c$ X Ubuilding structural materials 建筑结构材料(17)
) {5 N/ E* x( u% g/ m9 zbuilding structural unit 建筑结构单元(& J2 i9 y& g( a5 U2 x* H
building structure 建筑结构(2+ I8 z# G6 d8 T, \
built—up steel column 格构式钢柱(51
- _" w2 p5 Z( E, Rbundled tube structure 成束筒结构(3& X" s, |$ f* Q
burn—through 烧穿(621 r! D/ @" ]- j. `$ W
butt connection 对接(59
9 v$ `0 l2 J; r8 T3 Mbutt joint 对接(70)3 Q& a9 J( K1 X4 ]5 W
butt weld 对接焊缝(60)
# a1 N2 _4 p5 k, R0 |5 E6 _C 8 t# L5 N/ u4 j* b4 s
calculating area of compression member 受压构件计算面积(67)+ P( `- H9 d3 s z, o# d
calculating overturning point 计算倾覆点(46)
4 _9 ~" k' Q1 D3 Rcalculation of load-carrying capacity of member 构件承载能力计算(10)
1 N' k% D) K9 q! s2 Tcamber of structural member 结构构件起拱(22)
& R5 E- V$ x& A2 j6 d2 [cantilever beam 挑梁(42)
+ b0 @) @; _2 M' Icap of reinforced concrete column 钢筋混凝土柱帽(27)
: o! U0 z0 G) n6 Pcarbonation of concrete 混凝土碳化(30)
( E6 Q5 A: S0 t8 _) u9 x2 Y) Acast-in—situ concrete slab column structure 现浇板柱结构
/ C6 @- k6 v9 u; Pcast-in—situ concrete structure 现浇混凝土结构(25)
: {/ B* b6 C2 [. q/ M( c7 s% Ycavitation 孔洞(39)0 v) [' ?* V0 \. _0 g
cavity wall 空斗墙(42)
' y8 y, s3 j! H1 m: F: p9 {5 H5 acement 水泥(27)+ W: G7 W5 A( z" I
cement content 水泥含量(38)" U! @0 |- e, r: h; t8 K
cement mortar 水泥砂浆(43)6 G1 g" n$ e* C" g
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
8 L J6 b1 L! W, x& ~characteristi cvalue o fwindload 风荷载标准值(16)8 x' T4 T1 P2 n/ I
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30); y; K/ J9 R) U0 v& m
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)3 _5 S# A( C9 x% @: N( Z' l
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
& I2 i y; I, wcharacteristic value of earthquake action 地震作用标准值(16)& x' D c$ L9 J
characteristic value of horizontal crane load 吊车水平荷载标准值(15)
3 l+ ?7 P2 {9 |( Y2 f1 d+ \characteristic value of masonry strength 砌体强度标准值(44); L2 \, u- c( _$ P2 s9 b
characteristic value of permanent action· 永久作用标准值(14)
* H4 g$ K, V& D3 \8 l# T; Echaracteristic value of snowload 雪荷载标准值(15)3 u1 r9 `% x& C; y
characteristic value of strength of steel 钢材强度标准值(55)
1 b8 N9 x9 W8 a' m7 v$ O' O4 p2 T3 T- Tcharacteristic value of strength of steel bar 钢筋强度标准值(31)& g. ?! S3 v, X- |
characteristic value of uniformly distributed live load 均布活标载标准值(14)' d7 C/ f$ o$ H' U4 V7 X
characteristic value of variable action 可变作用标准值(14)
) C! Q |8 q9 @+ d" L# V3 Tcharacteristic value of vertical crane load 吊车竖向荷载标准值(15)
4 W* f; o# r/ |, q5 Scharaeteristic value of material strength 材料强度标准值(18)1 K [+ r1 P" e5 \( y9 T8 {
checking section of log structural member·， 原木构件计算截面(67)
6 ?: ~$ O0 ?( R. f2 J' q5 ^chimney 烟囱(3)7 M6 Q7 t( i- w9 ]% R
circular double—layer suspended cable 圆形双层悬索(6)6 H+ Y% P. |4 b' \- p
circular single—layer suspended cable 圆形单层悬索(6)
- S' Z3 j2 e* B+ y+ {5 R0 ^circumferential weld 环形焊缝(60)$ o* K) r* H' A3 f! b! l0 n
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
* B" f1 w# l% V$ \clear height 净高(21)
, C. Y3 C' v& J3 d5 Qclincher 扒钉(?0)
( {! {/ P! Y. w& p6 @& ncoefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58), [5 U/ v- I0 L* F" u6 y" }
cold bend inspection of steelbar 冷弯试验(39)
2 p$ f3 L, V+ d+ T& {( Acold drawn bar 冷拉钢筋(28). m z; u7 Q6 p! _! L% q& m6 O
cold drawn wire 冷拉钢丝(29)
& c5 c& w* O+ r1 w+ Q2 ~8 _, N0 M' \6 Lcold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)
9 `6 x( q9 ?; A' Tcold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
4 N" z% c$ t; A' xcold—rolled deformed bar 冷轧带肋钢筋(28), N4 m" v- p: n) w8 X/ n
column bracing 柱间支撑(7); z6 Q6 Q6 p6 x E6 t
combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)- v8 }0 t0 n1 k* d |3 g
compaction 密实度(37)! {& S' {) j! K" Z! w
compliance control 合格控制(23)
; R4 @6 |& `% @! Ccomposite brick masonry member 组合砖砌体构件(42)
& d+ C; @3 R; q$ m* n0 r$ G5 \) V: Ocomposite floor system 组合楼盖(8)( x0 C7 n( p4 y5 B$ q( {
composite floor with profiled steel sheet 压型钢板楼板(8)
. w* S6 G( l/ K/ e0 Wcomposite mortar 混合砂浆(43)' X' ?! t( e1 H& Z1 r' L3 _, @
composite roof truss 组合屋架(8)0 c: @. c6 n! J# n' f5 k8 n, U
compostle member 组合构件(8)9 [ c' H4 l! D; f. y8 F! `
compound stirrup 复合箍筋(36)1 M3 L3 T1 C; Q: z6 Z
compression member with large eccentricity· 大偏心受压构件(32)9 p/ J0 Z# K# `
compression member with small eccentricity· 小偏心受压构件(32)
! }! u2 \6 R8 g2 c& p# \compressive strength at an angle with slope of grain 斜纹承压强度(66)( Q/ J& _% U2 P* L. W4 }
compressive strength perpendicular to grain 横纹承压强度(66)
1 R/ Q+ u" Z, ~# N" U3 V2 v& ~concentration of plastic deformation 塑性变形集中(9)+ S$ i2 D* ~- ]! S
conceptual earthquake—resistant design 建筑抗震概念设计(9)
% [3 m; f! `2 I# {& I: N' Hconcrete 混凝土(17)) P8 y7 Q9 x) X( Z! X# v7 @
concrete column 混凝土柱(26)
" C. R6 a+ [4 [) ? |% o% c. cconcrete consistence 混凝土稠度(37)
& a1 n5 V1 X* Lconcrete floded—plate structure 混凝土折板结构(26)
7 @7 b0 e( I! d: e5 c1 ?9 aconcrete foundation 混凝土基础(27)
3 G9 M# o/ w# c6 B4 Wconcrete mix ratio 混凝土配合比(38)
5 P4 ] M8 {6 R9 V8 }/ s( \: wconcrete wall 混凝土墙(27)
& g+ _7 @# q3 W. |1 y1 R- Rconcrete-filled steel tubular member 钢管混凝土构件(8)5 p9 a1 A) h& [
conifer 针叶树材(65)5 z+ R- |; h, j
coniferous wood 针叶树材(65)' C. }/ H" `# O9 n$ y9 A% F# k
connecting plate 连接板(52)7 E- ~& p, z% H" r# Y+ l0 j
connection 连接(21)
+ e/ T ^3 f" Q$ @, }& q x, @connections of steel structure 钢结构连接(59); V( }0 P& E5 A/ y$ D" v
connections of timber structure 木结构连接(68)
. B' j1 a" b4 f4 U+ r1 ^consistency of mortar 砂浆稠度(48)
1 i- B$ T( c. fconstant cross—section column 等截面柱(7)$ K4 o. n0 Z l ?7 G
construction and examination concentrated load 施工和检修集中荷载(15)
4 g6 q$ d: P: V; x+ `) K5 A# Ycontinuous weld 连续焊缝(60)* x: e! E( O; R1 @7 A
core area of section 截面核芯面积(33) z8 K, |- i9 L$ B% e9 U8 X( Y" d
core tube supported structure 核心筒悬挂结构(3)* ?9 n4 w9 |! T" T$ Z
corrosion of steel bar 钢筋锈蚀(39)
- N/ g* N& g: x/ T" _' L2 ]coupled wall 连肢墙(12)
* z3 P1 Y. w: N, m2 G; C }coupler 连接器(37)
. Y( b+ o! M) n$ M+ J; h, Acoupling wall—beam 连梁(12)4 K( d8 m) s2 v, ~
coupling wall—column... 墙肢(12)
5 X+ E0 x; C; i5 o' J, |/ Vcoursing degree of mortar 砂浆分层度(48)
- ?- n2 s# \- P7 U9 I8 J6 m: P5 E) @cover plate 盖板(52)
" Y7 ?6 ^& L9 Q) l8 z, M) o: Scovered electrode 焊条(54). B H& M& w" t9 ?8 A5 F
crack 裂缝(?0)
0 [! P1 b1 t: I. ?% x& l8 qcrack resistance 抗裂度(31)6 M4 _" ~! ^. J5 C
crack width 裂缝宽度(31)
3 q! S0 x4 c/ u2 ycrane girder 吊车梁(?)8 c; M% ~5 ~7 z2 l5 W" s
crane load 吊车荷载(15) Z3 i3 @0 H; q/ J, |9 R
creep of concrete 混凝土徐变(30)
8 K7 b: Z0 R: x% t) m/ Qcrook 横弯(71)
. z9 A0 ]- k, i& ^8 ^' Ecross beam 井字梁(6)9 \3 ^9 Q. P/ U# R4 \
cup 翘弯+ }8 E- U' K: `# s! G( b, T
curved support 弧形支座(51)
( U, K& P! J8 h! l; [7 p1 Mcylindrical brick arch 砖筒拱(43)
# r% I. u* q0 M% ?( c$ N2 ~$ FD
7 y. \, v# | b$ _+ l0 Q0 ndecay 腐朽(71)
. ?9 M! Q% V$ E' Z" w2 H7 adecay prevention of timber structure 木结构防腐(70)
, G" k6 G2 v. Bdefect in timber 木材缺陷(70)5 U, X m8 h0 x% a+ Z7 t( t
deformation analysis 变形验算(10)
5 F6 f% g& N$ I/ _8 Q& ~* U" ydegree of gravity vertical for structure or structural member· 结构构件垂直度(40)% O1 B: q0 ]5 V4 `# Z* J4 F
degree of gravity vertical forwall surface 墙面垂直度(49). B$ y+ d- V. C
degree of plainness for structural memer 构件平整度(40)
( [! [- L; d: n3 \6 m8 P$ idegree of plainness for wall surface 墙面平整度(49)
$ m1 L+ J& k6 T! Hdepth of compression zone 受压区高度(32)! ~3 ?$ ]* k1 k2 I
depth of neutral axis 中和轴高度(32)8 ~& C% }7 J+ W; z# B/ y/ n
depth of notch 齿深(67)7 u! J4 d! W4 z& a$ V
design of building structures 建筑结构设计(8)% r D$ [4 _6 N( e
design value of earthquake-resistant strength of materials 材料抗震强度设计值(1. ]4 T$ A4 \! Z* B2 D7 b
design value of load—carrying capacity of members· 构件承载能力设计值(1
+ ?1 j2 x' H+ {9 B5 zdesignations 0f steel 钢材牌号(53$ B& k) l2 H# n. M* o: F. [
designvalue of material strength 材料强度设计值(1$ }1 }6 v1 q% E3 X
destructive test 破损试验(40# K. u' S. H" ^; I! n
detailing reintorcement 构造配筋(35
+ n% n- {" r4 F% Qdetailing requirements 构造要求(22
# w$ Y1 l( G$ C" C3 ^2 Ddiamonding 菱形变形(71)/ ]+ m5 r3 ~: l
diaphragm 横隔板(52
% l4 G+ O- v9 d' udimensional errors 尺寸偏差(39)8 [# m8 X9 R$ M. B
distribution factor of snow pressure 屋面积雪分布系数
8 c; q* k1 A3 N5 [4 T8 q' K4 Cdogspike 扒钉(70)1 p* Z9 x# _: J: @
double component concrete column 双肢柱(26)
p$ g- L& R) k+ w! G9 xdowelled joint 销连接(69), Q L6 ^. y' r$ O6 g( V
down-stayed composite beam 下撑式组合粱(8)
7 p3 w! Y& u- L1 t2 Bductile frame 延性框架(2)# W, W6 X1 P6 C8 S
dynamic design 动态设计(8)( u; S" [9 d- G/ y* ]' }" _: x
E : u# Y( D7 `2 S$ J
earthquake-resistant design 抗震设计(9：
2 T# p5 N( Q' P. e2 jearthquake-resistant detailing requirements 抗震构造要求(22)0 f" z; L4 d1 T/ A- F& p) B
effective area of fillet weld 角焊缝有效面积(57)$ u" d5 G c8 C5 Y$ Y5 u
effective depth of section 截面有效高度(33)
( s5 ^' B: _0 w* Meffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)
3 U3 ^2 X9 H2 a! A+ _) P$ jeffective height 计算高度(21)* B/ }0 W1 w% C8 h |
effective length 计算长度(21)' O* e' C( z, p0 B6 a
effective length of fillet weld 角焊缝有效计算长度(48)
( P7 f, l' u* {: `effective length of nail 钉有效长度(56), Y1 c& X! Z' u) H( R
effective span 计算跨度(21)1 }& ~8 Q9 f+ c! _
effective supporting length at end of beam 梁端有效支承长度(46)6 u' a# h3 e. C0 U/ |! `
effective thickness of fillet weld 角焊缝有效厚度(48)& z7 T" w4 |) ^+ o) f; \$ l) d/ v$ ?
elastic analysis scheme 弹性方案(46): j+ t& D; t1 `) _0 Y2 A; b
elastic foundation beam 弹性地基梁(11)
3 ]/ d! C$ b7 `* J! r3 R5 g3 aelastic foundation plate 弹性地基板(12)3 S3 K" y0 H' b$ V7 g, k) Q3 T+ t
elastically supported continuous girder· 弹性支座连续梁(u)
: o( Q6 o( r" {8 A. t$ k( A! Welasticity modulus of materials 材料弹性模量(18)3 c. e; D# T+ E2 Q1 L. I- _, c* g. P
elongation rate 伸长率(15)5 l' d" E; P# ~" S5 f" W1 b4 ^. j6 c
embeded parts 预埋件(30)
& |8 B+ V+ i$ H+ Oenhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)5 Q& L8 r4 u0 @( Y1 M& {2 N6 Y; k
entrapped air 含气量(38)2 c8 [) R' ?1 B7 l0 i, R
equilibrium moisture content 平衡含水率(66)' h' b1 ^0 }! Z h$ h1 }
equivalent slenderness ratio 换算长细比(57)
$ z: p) O' W1 z" N% k |/ i# mequivalent uniformly distributed live load· 等效均布活荷载(14)
) s- T7 C' _/ |0 v! z) Z: b5 yetlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)# y# ^, r$ ?# R
ettectlve cross—section area of bolt 螺栓有效截面面积(57)1 A; p/ ? x2 R
euler's critical load 欧拉临界力(56)! M5 ^+ \3 N" T1 g
euler's critical stress 欧拉临界应力(56)% T- \7 w, M4 {1 y2 e: C' ]- `
excessive penetration 塌陷(62)
1 M: y5 Q* x, D% F+ v) ~F 7 O1 M$ _: n- |8 j+ g, V
fiber concrete 纤维混凝仁(28)6 {( ]* P# v7 m& t
filler plate 填板门2)
6 I& H9 H D4 h9 Kfillet weld 角焊缝(61)
4 T2 f/ L3 ]2 [final setting time 终凝时间()+ \/ T3 C# T+ s$ t% V- W2 D
finger joint 指接(69)
& a# z0 S. }! r3 @+ U) w( {: tfired common brick 烧结普通砖(43)
5 Z" J5 b+ T9 g. N( G7 U* rfish eye 白点(62)9 |& s* d, V2 A9 T7 h$ S. P- r
fish—belly beam 角腹式梁(7)
( J! I1 M0 b, n6 h; \fissure 裂缝(?0)
1 l9 V5 y# q) k# `3 Bflexible connection 柔性连接(22)
8 |8 ^" K9 p( d9 fflexural rigidity of section 截面弯曲刚度(19)
/ P* O$ @: y1 l9 p6 \flexural stiffness of member 构件抗弯刚度(20)
- N+ }; ]% I, s. vfloor plate 楼板(6): V9 H1 [3 P& ?
floor system 楼盖(6)! ^6 q9 B) `8 `, d0 E
four sides(edges)supported plate 四边支承板(12); l, k& C4 {- V6 C8 P# o0 f
frame structure 框架结构(2)
w3 }" r' T# `( C6 @frame tube structure 单框筒结构(3)
0 q. e* ^/ R! l) d$ Oframe tube structure 框架—简体结构(2)4 j r' N; d% E# ]$ a# d
frame with sidesway 有侧移框架(12)$ H3 @6 N1 @4 z: m" ]: n* W& ?& S
frame without sidesway 无侧移框架(12)
\; `1 n7 @( N- ]frange plate 翼缘板(52)" k& Z/ @" [+ t+ k k5 X
friction coefficient of masonry 砌体摩擦系数(44)
. F, M) n% ?( ^: S. efull degree of mortar at bed joint 砂浆饱满度(48)
. L+ t' B$ X' w! H( z l+ d" s$ lfunction of acceptance 验收函数(23)
" Q+ _- i) X( J6 E& JG ( `/ |* e3 C4 @6 ?
gang nail plate joint 钉板连接()
Y/ T4 M. Z, Q; C% e" u) Wglue used for structural timberg 木结构用胶
! T0 t1 s9 }- Q* k2 F' Qglued joint 胶合接头
5 s. _; | X0 r8 a f1 [glued laminated timber 层板胶合木(¨)
" X/ ^2 I" h# {- ^9 bglued laminated timber structure 层板胶合结构‘61), E* C; ^, P+ V* L4 c0 T2 Z/ K# b
grider 主梁((㈠8 v" c6 W( o$ X9 L, d2 m
grip 夹具
2 o, G! |% s( c* }# E5 a" z- g4 y, _1 Cgrith weld 环形焊缝(6÷))7 U3 `! d5 o" R5 ]
groove 坡口1 B" I/ w- y! Q8 A5 W% ^
gusset plate 节点板(52)
5 R! x5 S7 e) l+ F0 P2 HH * `: f: o4 y( {( @- N; p
hanger 吊环3 { o" |2 X; p9 p2 c. y/ o
hanging steel bar 吊筋
" Y6 e! `: R* Z. W. R8 T4 U# a5 wheartwood 心材
- ?& C: \+ S, M2 N) B; kheat tempering bar 热处理钢筋(28)
; g2 m0 r% ]3 h; q1 i8 Bheight variation factor of wind pressure 风压高度变化系数(16)
6 s2 v+ f( f# H3 q0 ]% Wheliral weld 螺旋形僻缝" O! T9 P7 K9 Q. _# r7 ^2 s
high—strength bolt 高强度螺栓6 g: Y8 E! k) U& j
high—strength bolt with large hexagon bea 大六角头高强度螺栓
/ T8 s. W/ x! _# _' l( _7 P& l; ~high—strength bolted bearing type join 承压型高强度螺栓连接，
, @6 F0 Z3 d( \high—strength bolted connection 高强度螺栓连接
5 K/ E- ]! g8 g+ u# dhigh—strength bolted friction—type joint 摩擦型高强度螺栓连接" j; I* M* c a [
high—strength holted steel slsteel structure 高强螺栓连接钢结构
4 ?7 d" J) }, ^, U( }hinge support 铰轴支座(51)
0 B s# N8 m! {9 ~4 Q; v0 o4 h s# Yhinged connection 铰接(21)6 s+ K' N* D& f* ~% w
hlngeless arch 无铰拱(12)
( K6 I' c1 ^4 l+ [( m1 ehollow brick 空心砖(43)7 R! O5 o4 v+ X l5 {' R
hollow ratio of masonry unit 块体空心率(46)4 E8 G+ s7 D3 Y ^+ c: t" h2 z
honeycomb 蜂窝(39)
' {' g0 C: W; ]0 N9 Y, Phook 弯钩(37)) t8 p% [" R% Z; X2 V
hoop 箍筋(36)0 a, l& s, `( j9 s+ o
hot—rolled deformed bar 热轧带肋钢筋(28)) f9 W6 Q1 ^9 A) W
hot—rolled plain bar 热轧光圆钢筋(28)1 `* A7 W6 s, R6 J; O9 f% e# F
hot-rolled section steel 热轧型钢(53)2 V, s. b( s3 b. L$ Z9 w+ {; J) k
hunched beam 加腋梁(?)
/ V) `, o; G3 ?/ _3 D. OI
W% |& G# g9 v" H4 gimpact toughness 冲击韧性(18)0 G# u- @8 q) b- G
impermeability 抗渗性(38)
4 H% e* j3 r5 binclined section 斜截面(33)$ X) H& T- l. C/ X% B2 T
inclined stirrup 斜向箍筋(36). Y) [4 _% {: k( h
incomplete penetration 未焊透(61)2 x2 m3 ~4 F& U% b3 v
incomplete tusion 未溶合(61)4 ?8 j4 ~* z( {! h. I) v% V* Z
incompletely filled groove 未焊满(61)
8 H) w- s9 a8 f# R# J* ] mindented wire 刻痕钢丝(29)6 K8 C! p% K T( p
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)
2 K O- o( l' Zinfluence coefficient for spacial action 空间性能影响系数(46)$ B8 X: K9 i# c* V3 N9 X
initial control 初步控制(22)7 g2 _' n, |9 N2 |3 x. R
insect prevention of timber structure 木结构防虫(?o)) }' ~/ Z" ~* o% B- u
inspection for properties of glue used in structural member 结构用胶性能检验(71)6 @# N' o* N" L2 l/ B; N2 w! }/ r
inspection for properties of masnory units 块体性能检验(48)
4 @5 H7 d' p- m+ p8 G/ Qinspection for properties of mortar 砂浆性能检验(48)
$ ~) A* O: n# J, i. vinspection for properties of steelbar 钢筋性能检验(39)7 b8 a' _% P* P$ l& M7 m# _ ?
integral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
9 o& |. e1 A$ F. _intermediate stiffener 中间加劲肋(53)
! Z) }8 ^1 z! X8 s4 t3 E: wintermittent weld 断续焊缝(60). z8 \8 C: t* C5 C$ S& r" M2 |
J H% q9 f* Y5 g, o/ x6 \
joint of reinforcement 钢筋接头(35)
) q( ]! J$ h7 v8 g5 a9 Y0 ZK
[6 A& }5 E- J. ~6 ~* Lkey joint 键连接(69). }; Y( n4 |1 \$ L$ n. X; ^# r$ u: t0 M
kinetic design 动态设计(8)
! k$ f' N$ D5 G9 H8 v, @; [1 F# Eknot 节子(木节)(70)
& c+ ]. A `7 ^' ]6 t: NL " B) U* Q7 G3 z+ @6 n5 j. j
laced of battened compression member 格构式钢柱(51)
* e2 P/ G# F9 U4 R, ^lacing and batten elements 缀材(缀件)(51)
: o& r, O% N" A6 C6 [1 R1 xlacing bar 缀条(51)
* ?# W7 `" L$ Z0 \0 l: tlamellar tearing 层状撕裂(62)/ r: `7 P, j4 u7 R; J$ [
lap connectlon 叠接(搭接)(59)8 W5 I* r& h: B9 _8 W2 r3 ^
lapped length of steel bar 钢筋搭接长度(36)% Q# p, G0 |- ]: V; k" E+ l4 p
large pannel concrete structure 混凝土大板结构(25)
) p& s v0 s( G' Y' ]large-form cocrete structure 大模板结构(26)8 U4 H' M+ X6 H1 `* ]
lateral bending 侧向弯曲(40)
) |( D6 u' |& r* u) Z" ^# Llateral displacement stiffness of storey 楼层侧移刚度(20)$ S4 M& |3 o- i, [5 b3 l! W
lateral displacement stiffness of structure· 结构侧移刚度(20)& N7 p4 @8 x- R; V' n
lateral force resistant wallstructure 抗侧力墙体结构(12)" U9 @) k8 ]; u% E5 n7 E- u
leg size of fillet weld 角焊缝焊脚尺寸(57)
. d6 }/ k g3 I5 X/ k& Klength of shear plane 剪面长度(67)
# n" _/ V3 _! ^: b: \ Hlift—slab structure 升板结构(25). k! |) J% [6 F1 [: G$ ^5 ^
light weight aggregate concrete 轻骨料混凝土(28)9 d1 r- s4 m( `* d
limit of acceptance 验收界限(23)
, x u! Y9 I9 ~2 x8 k5 ulimitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
6 M4 Z: W/ G& d0 ~limiting value for sectional dimension 截面尺寸限值(47)! [3 ^ r" A2 P" c# _1 V
limiting value for supporting length 支承长度限值(47)
7 Y9 M6 T1 ]1 `7 U9 V3 w# Vlimiting value for total height of masonry structure· 砌体结构总高度限值(47)0 b) [6 R7 O. t2 S1 y& a: o
linear expansion coeffcient 线膨胀系数(18): { v& [* l& g" |2 o' g
lintel 过梁(7)
! s! R; P/ [3 c$ r cload bearing wall 承重墙(7)$ g, ^/ l, c8 s0 i# T' K
load-carrying capacity per bolt 单个普通螺栓承载能力(56)
7 z- W x1 K, y) n1 w, d0 lload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)
$ y* Q1 [" g( ]7 W2 e' w1 ?load—carrying capacity per rivet 单个铆钉承载能力(55)( t6 Q1 l1 ^( ^+ }
log 原木(65)7 y, j8 O" c& d5 J" K- f$ q6 i0 ~
log timberstructure 原木结构(64)0 f! B2 G* A8 p* a( x: _
long term rigidity of member 构件长期刚度(32)( b: O- x6 V8 n2 K* I- O) i
longitude horizontal bracing 纵向水平支撑(5)
' Y, e% o- O9 x# A7 Wlongitudinal steel bar 纵向钢筋(35)
/ J3 v. ?- w0 D3 q1 ?2 Tlongitudinal stiffener 纵向加劲肋(53)0 m. s+ m# c+ x
longitudinal weld 纵向焊缝(60)
2 c% K- [0 F6 o( T6 ^% B. Y) Zlosses of prestress ‘预应力损失(33)
* N C2 W4 a4 f) tlump material 块体(42); `, ~# T0 a2 H8 [* w% H
M
8 {" E* O& o8 c* n' qmain axis 强轴(56)
4 c2 k1 d/ P2 q3 P8 y% fmain beam· 主梁(6)
+ O% L. a* S4 g4 n9 V' l5 E: Pmajor axis 强轴(56)3 t6 E ^9 @; R
manual welding 手工焊接(59)2 T5 Q: C5 t0 t' H8 L; x- n/ f
manufacture control 生产控制(22)
# C. y& t4 K) s5 v( p5 Z u+ [" ^map cracking 龟裂(39)/ P* P* d' E7 h/ p$ n8 u) K
masonry 砌体(17)% }# F5 g; C4 \1 \% E8 j
masonry lintel 砖过梁(43)
9 ^& N% ]$ |3 \6 P7 }masonry member 无筋砌体构件(41)) [' S( M! ]1 W/ E8 B9 ]
masonry units 块体(43)
`) {) N+ x6 |+ C" R1 Y/ N g5 N; omasonry—concrete structure 砖混结构(¨)
8 C& r; b0 F/ smasonry—timber structure 砖木结构(11)
$ C0 c7 N# c9 R0 j' Hmechanical properties of materials· 材料力学性能(17)
$ V1 {7 @# S1 L2 Smelt—thru 烧穿(62)
- W& c6 A% i5 i, G2 @& j# Pmethod of sampling 抽样方法(23)
& F) V) i0 b0 zminimum strength class of masonry 砌体材料最低强度等级(47)
J, g' b8 x r' n; l3 iminor axls· 弱轴(56)
- o) R' o x. p. l" O2 mmix ratio of mortar 砂浆配合比(48), `8 m/ M* \- w- }
mixing water 拌合水(27)
; E* K" R! _: J1 L) b& ymodified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)
* ~& D3 P. L, e g. amodified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)1 Q! ]& l; O9 f/ G
modulus of elasticity of concrete 混凝土弹性模量(30)% J( j0 M# s" Z- x9 U
modulus of elasticity parellel to grain 顺纹弹性模量(66)
0 F+ G7 o) S% D6 dmoisture content 含水率(66). Y: p- ?8 G+ z( T3 o$ s* z
moment modified factor 弯矩调幅系数
% G: a' P( j2 t- k: y9 z+ umonitor frame 天窗架& x5 e) a7 a; K; E: {4 g* S$ s; ?5 z$ q
mortar 砂浆$ m% r0 B5 a( t8 ~* y i7 P1 F( c4 [
multi—defence system of earthquake—resistant building· 多道设防抗震建筑
* {* A9 c7 x3 N( dmulti—tube supported suspended structure 多筒悬挂结构0 X) t( X+ }/ f9 s: I# w- L7 A: ^
N
8 k1 b. b1 H+ v/ S# I) e* Y0 Pnailed joint 钉连接，& t( J4 J }: s6 k- k
net height 净高l* b" @2 Z* I2 H; Q8 g; A
net span 净跨度8 [' c0 ~. \8 V4 x+ ?: V7 t' q8 @7 F
net water／cementratio 净水灰比" s& L4 f: O: L
non-destructive inspection of weld 焊缝无损检验
* o; [- A4 Y( }4 U5 Xnon-destructive test 非破损检验5 v7 C% V2 C9 b4 ?
non-load—bearingwall 非承重墙
3 o6 i4 }0 J+ h% J. R- S" ?2 vnon—uniform cross—section beam 变截面粱 N) G- G! B& A% H; ]; t4 Q5 d
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数+ m, ]! L9 I% }$ E6 [" {# t/ s
normal concrete 普通混凝土& a) o4 K9 M r( @, V% L# p E4 P. o
normal section 正截面
C! c; x u* ?1 v: ]notch and tooth joint 齿连接
% i- \6 B2 q) l# t0 l# Fnumber of sampling 抽样数量
* w" m( x/ D% |/ [, X- {! yO
G `* z$ {# `7 e9 Y& ? o' iobligue section 斜截面! t5 T5 s! z A0 L
oblique—angle fillet weld 斜角角焊缝. F: \7 O: p/ E; U1 Z
one—way reinforced(or prestressed)concrete slab‘‘ 单向板
1 g2 L/ o: g vopen web roof truss 空腹屋架，. X6 ?+ {* i" ~1 H1 ]
ordinary concrete 普通混凝土(28)" ^: `& k4 ]; t! A5 X4 ~
ordinary steel bar 普通钢筋(29)
* T: _- ^3 o3 U1 |9 L7 L6 yorthogonal fillet weld 直角角焊缝(61)) W U5 J. H/ ^
outstanding width of flange 翼缘板外伸宽度(57)
! U8 |; Q" T8 Goutstanding width of stiffener 加劲肋外伸宽度(57)$ F- Z- q% z8 M; f" l! s* j: d0 x
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)
6 P( p: u) ^% W$ B$ @# p/ h& Yoverlap 焊瘤(62)% q1 \1 R) K& P$ G3 z$ I
overturning or slip resistance analysis 抗倾覆、滑移验算(10)
* ?+ I5 a( y! }- kP
3 S- c. T8 v1 z U5 ^padding plate 垫板(52)3 k) t' M* N1 z! d
partial penetrated butt weld 不焊透对接焊缝(61)4 i$ F# }, Z0 ~
partition 非承重墙(7)# Y) N% p) F4 L' {; b: N
penetrated butt weld 透焊对接焊缝(60)/ P/ Y0 q) N+ I
percentage of reinforcement 配筋率(34)0 E3 w* c; @2 P. ?9 f* ~9 _; Z- f
perforated brick 多孔砖(43)* M Z6 G0 _1 M0 m7 }
pilastered wall 带壁柱墙(42)$ t3 Y( }: \ z: i3 n- I
pit· 凹坑(62)
6 k- w4 r c* epith 髓心(?o)
! ^& n, _4 [9 n- T( J9 m, qplain concrete structure 素混凝土结构(24)
0 x% i) i3 P+ l7 o: ]2 Bplane hypothesis 平截面假定(32)! w. P3 F) K( L9 g& ?, u
plane structure 平面结构(11)
5 S3 B' E3 z" Y; s' X4 X6 h1 Lplane trussed lattice grids 平面桁架系网架(5)6 g4 J3 a% d' U: J; T1 D0 w
plank 板材(65)7 D7 q9 Z0 z0 h; `. J- y8 {! }
plastic adaption coefficient of cross—section 截面塑性发展系数(58)
, L4 l/ Z! }$ j! h2 D( U9 Bplastic design of steel structure 钢结构塑性设计(56)
& A: B" K. x" c5 J# `plastic hinge· 塑性铰(13)
) E% m7 g' @7 \) xplastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)1 Q {; C" ]2 P2 A. l3 Z
plate—like space frame 干板型网架(5)
+ b$ K8 Y2 T' t, }4 iplate—like space truss 平板型网架(5)( C7 X4 V$ j& ]( M$ ?9 E3 m& i
plug weld 塞焊缝(60)
, y) v8 T0 Y' }plywood 胶合板(65)
4 c; y) \ Q; wplywood structure 胶合板结构(64)
5 M- R: X7 \+ D' e! D1 Gpockmark 麻面(39)
" {+ Y5 k" a% wpolygonal top-chord roof truss 多边形屋架(4)
2 c M" t' y6 K. |post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)4 N! S) }9 O' z1 x4 w9 o3 P, p& o
precast reinforced concrete member 预制混凝土构件(26)
$ j) n* r2 ?7 M% |0 rprefabricated concrete structure 装配式混凝土结构(25)
+ ]9 V! k) ]# k* h! D1 r* dpresetting time 初凝时间(38)3 p Z6 ]7 B9 C9 ~% g) ?
prestressed concrete structure 预应力混凝土结构(24)& _5 w: j0 X! \" F# F$ M2 n# ^3 ^
prestressed steel structure 预应力钢结构(50)
2 a: ?2 E# v$ f0 Gprestressed tendon 预应力筋<29)
9 o/ d# S% X" Wpre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24), k$ Z3 u3 I! o+ e' r" R
primary control 初步控制(22)
2 I+ \! E. G( j: dproduction control 生产控制(22)
) e. L4 z% Z0 A0 D) Lproperties of fresh concrete 可塑混凝土性能(37)
* P8 \: T! t; s' H# zproperties of hardened concrete 硬化混凝土性能(38), U9 x3 C2 u. i+ D( A5 f3 \
property of building structural materials 建筑结构材料性能(17)
! j7 Y9 Z$ t/ j1 vpurlin“—””— 檩条(4)% `9 s# r! y, K& ]" U
Q
9 [2 {! z3 O& Z# V# Tqlue timber structurer 胶合木结构(㈠)5 }) c4 T* }, L. ^+ Q5 ^- o
quality grade of structural timber 木材质量等级(?0)" `- D6 H }' w: e2 A6 S6 N; P
quality grade of weld 焊缝质量级别(61)
; b1 }6 [/ H% M* G' }quality inspection of bolted connection 螺栓连接质量检验(63)6 d4 @/ X3 N" a; P
quality inspection of masonry 砌体质量检验(48), o: b* B! H9 w& J9 S
quality inspection of riveted connection 铆钉连接质量检验(63): S2 N3 {9 N. ?. G
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)3 _8 Z2 L6 o- C- @/ ^' l
R
2 o2 c* l% O/ _8 b, xradial check 辐裂(70)
, V u% {# \* f# u( D9 d; g/ k! Tratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)0 G7 p3 ^: n' G8 l, k4 }! g* c
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
, Y7 K7 N$ \& bratio of reinforcement 配筋率(34)
0 F# h% C0 K: h% }, E" nratio of shear span to effective depth of section 剪跨比(35)5 P0 G* E; [3 D3 W1 l: d. g
redistribution of internal force 内力重分布(13)
" `) l. L8 ]) 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)3 J7 w- o" M( Z% j
reducing coefficient of liveload 活荷载折减系数(14)8 c2 P( N$ h8 y2 }, T
reducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)4 y! ?& L/ T( u9 E* Z
regular earthquake—resistant building 规则抗震建筑(9)
. q2 h' `- u% t0 U/ K' f& }8 [1 xreinforced concrete deep beam 混凝土深梁(26)1 V+ ] Y+ P& s4 V2 w1 ]
reinforced concrete slender beam 混凝土浅梁(26)
+ @ Q; Y/ S9 B: b( c" kreinforced concrete structure 钢筋混凝土结构(24)1 z O" S! k7 T; \
reinforced masonry structure 配筋砌体结构(41)& ~/ M2 o* H8 I1 H/ M# M- N& P/ y
reinforcement ratio 配筋率(34)( f1 A6 j' k7 b( l5 g* j, P; O
reinforcement ratio per unit volume 体积配筋率(35)
1 v' D% P8 A! a* j T: urelaxation of prestressed tendon 预应筋松弛(31)
9 [# E q/ W7 u0 k/ qrepresentative value of gravity load 重力荷载代表值(17)" O! M: A& T; o1 {2 R. x+ P
resistance to abrasion 耐磨性(38)) y! G2 E8 X2 P( x5 Q; F- _" Z
resistance to freezing and thawing 抗冻融性(39); }4 k2 K) C( K3 P9 }
resistance to water penetration· 抗渗性(38)1 q, i# p+ \, E& J" J. D
reveal of reinforcement 露筋(39)
. {5 K; |4 p) V3 N d5 U9 H. Dright—angle filletweld 直角角焊缝(61)7 @% ~, Z( y0 ^( ]( J
rigid analysis scheme 刚性方案(45)7 H- F/ Q0 d9 K g( b
rigid connection 刚接(21)1 D3 o8 ?2 f O( N. `
rigid transverse wall 刚性横墙(42)
. r+ j9 ?6 _4 b; J! Arigid zone 刚域(13)
$ z8 Z3 z$ d4 K m$ qrigid-elastic analysis scheme 刚弹性方案(45)% h# {0 G8 i. I. r
rigidity of section 截面刚度(19)& ?# E1 j3 `! J+ N) m" h
rigidly supported continous girder 刚性支座连续梁(11)
- @! ^( @6 w8 N* g! T( Cring beam 圈梁(42)5 n2 R$ m9 T- ~' T) l. @
rivet 铆钉(55)
* C m9 M& i4 e U+ J% D h- Sriveted connecction 铆钉连接(60)
1 i( f% M- e: J- a8 mriveted steel beam 铆接钢梁(52)3 }" J1 ]9 H" c( ^- s
riveted steel girder 铆接钢梁(52)
' I# f) o9 s1 B) ]: d6 Uriveted steel structure 铆接钢结构(50)& [* Q& @. k: X
rolle rsupport 滚轴支座(51)/ y/ i4 _" s% Y( H2 V, K0 p$ z
rolled steel beam 轧制型钢梁(51)8 E$ s: y+ ^5 o, |
roof board 屋面板(3). L" d0 W5 P( B2 d0 T2 o7 f
roof bracing system 屋架支撑系统(4)/ X [8 s1 K1 C7 C
roof girder 屋面梁(4)7 M- l ^% s" X
roof plate 屋面板(3)
! T+ ], E( H, U; t9 k! l1 Wroof slab 屋面板(3)6 ^1 `, |: D# t0 ?2 k3 L8 p
roof system 屋盖(3)
* L* P! r- o( W& _8 q# w ~roof truss 屋架(4)
: \9 I- T6 C3 lrot 腐朽(71)
2 _! r3 Y0 e( yround wire 光圆钢丝(29)4 X, s* b. E$ ?
S + q5 _2 m/ M- Y5 Z8 }
safety classes of building structures 建筑结构安全等级(9)0 n1 v3 M3 s( h3 m0 j [* m
safetybolt 保险螺栓(69): b: V+ ]* b& M8 E' S
sapwood 边材(65)8 Q3 F4 I# Q" E
sawn lumber+A610 方木(65)& ^7 N8 ^- D D8 i9 [& B& V# J
sawn timber structure 方木结构(64)
8 x% x3 D5 N, R! J3 `' i, \saw-tooth joint failure 齿缝破坏(45); o- C6 x' N2 \, m, w/ O& R! O
scarf joint 斜搭接(70)
1 }1 u! o. [. | G5 n5 [seamless steel pipe 无缝钢管(54)# v$ X. O3 A9 ^
seamless steel tube 无缝钢管(54)
1 c! s+ _" Z+ qsecond moment of area of tranformed section 换算截面惯性矩(34), _% X! j, f+ P6 w1 f# b
second order effect due to displacement 挠曲二阶效应(13)" o+ G& W9 F1 u" y5 t& {$ J5 z
secondary axis 弱轴(56)
$ B; f8 ^' |# ]8 s+ isecondary beam 次粱(6)
; y6 x* D$ J+ t- @1 K: qsection modulus of transformed section 换算截面模量(34)( O" m0 S# ^+ L
section steel 型钢(53), j8 j8 A6 W* F7 J
semi-automatic welding 半自动焊接(59)
! ^" O$ m) `: _" mseparated steel column 分离式钢柱(51)
: N- S, m* K* Z# Y$ p/ M1 ^setting time 凝结时间(38)6 p9 t8 W% w! M( J( e
shake 环裂(70), i1 |4 ~- p9 G& U h# ^5 S
shaped steel 型钢(53)4 E; X) K+ R0 I/ p- R7 j
shapefactorofwindload 风荷载体型系数(16). S t, h; H, J$ ^0 G: J" @
shear plane 剪面(67)' W+ B4 A: V( N/ O
shearing rigidity of section 截面剪变刚度(19)% x$ p; _/ I/ ]9 v+ e1 e
shearing stiffness of member 构件抗剪刚度(20)# J0 Y* y( v6 E! p' y4 t
short stiffener 短加劲肋(53)
0 l( Q/ ^1 X' z* y1 i# }& l" Rshort term rigidity of member 构件短期刚度(31): Q" a2 {( U [+ c& @( _* m( p: E: W5 g
shrinkage 干缩(71)* p' n \( A" b
shrinkage of concrete 混凝干收缩(30)
7 L! a+ N8 p" jsilos 贮仓(3) S H7 S( e, O! B
skylight truss 天窗架(4)
1 Z- Q) t7 Y6 k5 ]slab 楼板(6)
& f; U; ^6 F- \+ o9 I7 s4 H; Vslab—column structure 板柱结构(2)% j) s) r3 T/ o. B
slag inclusion 夹渣(61)9 `7 v$ w( r7 K8 k6 s
sloping grain ‘斜纹(70)
4 L6 J+ g! \3 ]2 `2 ]5 Dslump 坍落度(37)+ a0 B) L$ o. Q1 b
snow reference pressure 基本雪压(16)5 c ~3 j' S& d& U
solid—web steel column 实腹式钢柱(( p/ k! g- [ c" u5 f2 r
space structure 空间结构(11), o, r6 J6 j" t! \) l% e- `/ X
space suspended cable 悬索(5)
8 }; y. A2 j6 H& Vspacing of bars 钢筋间距(33)
4 J6 m2 W7 c- d! \+ {spacing of rigid transverse wall 刚性横墙间距(46)
2 h& W' O* ?, Q* W. V7 X# Dspacing of stirrup legs 箍筋肢距(33)
* J( m& V: W6 s. u0 v: vspacing of stirrups 箍筋间距(33)
" Z8 _3 c6 J% W% w0 g7 s: l" [! P3 }specified concrete 特种混凝上(28)
6 @1 T; o0 D5 ^+ ospiral stirrup 螺旋箍筋(36)
& z* X% b4 K$ i+ E* nspiral weld 螺旋形焊缝(60)0 d* m* d- a0 M0 B9 ?6 C2 g+ i# n
split ringjoint 裂环连接(69)& S2 R- `6 [* m2 D, ]9 V
square pyramid space grids 四角锥体网架(5)" I6 d% G, Z# l0 o1 w* i% C
stability calculation 稳定计算(10)6 z# Z+ O. a3 W" w- y& U& `# }
stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
( m6 w1 k/ p7 ?: m- m' lstair 楼梯(8)1 I/ q. d9 x5 v @
static analysis scheme of building 房屋静力汁算方案(45); G( @: r" _( ` D, ^+ X0 p( @
static design 房屋静力汁算方案(45)
& m6 r' I/ j1 k4 ]* zstatically determinate structure 静定结构(11)/ B3 j0 @3 f( D, A! i5 t6 g
statically indeterminate structure 超静定结构(11)
0 f0 T' q( Z& [8 ]$ X' xsted 钢材(17)
( w7 [& g+ Y4 K: ~steel bar 钢筋(28)3 s5 F) B8 e! I: E; d- l+ d8 `
steel column component 钢柱分肢(51)0 b8 o% }6 H2 {: U5 ~
steel columnbase 钢柱脚(51)
( A4 l/ ^! v! I% e9 e6 _steel fiber reinforced concrete structure· 钢纤维混凝土结构(26)+ Q) L: M3 e' p- Q8 x
steel hanger 吊筋(37). M& \+ Z+ F' D
steel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
1 H6 \3 @- T' M2 ^steel pipe 钢管(54)/ F% ~5 i) Y) |, a0 y+ K: a
steel plate 钢板(53)0 g0 ^9 l0 A' _
steel plateelement 钢板件(52)
% T6 D6 d$ j; H' L' } Gsteel strip 钢带(53): W8 z2 S$ O& c$ y; ?- \
steel support 钢支座(51)' H% a; l3 P8 V, G: o" v
steel tie 拉结钢筋(36)
: p# v; T. Z8 l {! M3 Wsteel tie bar for masonry 砌体拉结钢筋(47)6 \6 k5 s r/ u( u. f- P. \
steel tube 钢管(54)' |2 v. l: v# B! u- n% N
steel tubular structure 钢管结构(50)$ d( g+ X( Y s, a% A z
steel wire 钢丝(28)
9 p/ Y; J" @; {stepped column 阶形柱(7)
! y- k; T. O/ O+ c7 Y3 R( N) [ P3 @5 Zstiffener 加劲肋(52)
- o( C' i$ B7 fstiffness of structural member 构件刚度(19)& L1 Q! M& `- w0 a9 y8 D3 ^
stiffness of transverse wall 横墙刚度(45)
, \$ ` J0 ]8 R. ?0 Y# b' bstirrup 箍筋(36)' C* c& W% x0 C( g
stone 石材(44)* ~% k h* X6 \" O
stone masonry 石砌体(44)
) A7 R3 X8 ]! L3 \# @$ |# c+ Wstone masonry structure 石砌体结构(41)# v" `7 s' g/ A; b; a9 V/ f
storev height 层高(21)9 f& B5 j8 c; O
straight—line joint failure 通缝破坏(45)
: ?2 |1 B* X' c1 j4 Nstraightness of structural member 构件乎直度(71)
' k* `( l% C: C& Tstrand 钢绞线(2，)$ D7 X# x3 v7 ~- @* l0 J
strength classes of masonry units 块体强度等级(44)
7 b& j+ N0 j3 m7 W e6 Nstrength classes of mortar 砂浆强度等级(44)& h2 u; T2 n4 y6 W5 K
strength classes of structural steel 钢材强度等级(55)
) c8 N4 B2 O; S: }8 estrength classes of structural timber 木材强度等级(66)
7 Y y1 m' u q+ c8 M( ]strength classes(grades) of concrete 混凝土强度等级(29)2 V/ s3 n) T% b; \3 P1 X# I
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)7 U: k q9 n- [$ S* S
strength classes(grades) of steel bar 普通钢筋强度等级(30)
* x3 i* ~4 L ^9 @* B' M$ F7 Rstrength of structural timber parallel to grain 木材顺纹强度(66)
! f7 Z2 g# T6 I4 ~6 _strongaxis 强轴(56)* P' g& q2 W3 A) W
structural system composed of bar ”杆系结构(11)
# o6 V$ H" v4 m8 H4 Xstructural system composed of plate 板系结构(12); ]. `0 d3 @7 z ?0 u/ k
structural wall 结构墙(7)
& w8 M1 B* B6 F8 A4 s' @. Z5 isuperposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
) o: ]3 X; r4 d/ g+ {( A. L# _suspended crossed cable net 双向正交索网结构(6)' {! S4 M0 W6 u4 q, g7 ?! w
suspended structure 悬挂结构(3)
1 j* t4 w) m, Xswirl grain 涡纹(?1)
5 K2 `3 K) e& @# CT
4 e0 l. a; D1 h8 Rtensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
5 A6 L, _3 P5 Q' k, T x/ Q4 l4 Xtensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)
% s( ^% e$ ^& P7 ]& s* T8 wtensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)0 m3 M D: x, O- F) y2 W% q
test for properties of concrete structural members 构件性能检验(40)：) w5 k8 S3 P! [
thickness of concrete cover 混凝土保护层厚度(33)
7 U* F+ D3 w+ r$ R1 \- D5 h X. Lthickness of mortarat bed joint 水平灰缝厚度(49)
' W3 G0 X7 E: G+ j/ e4 ythin shell 薄壳(6)# S$ J& T( f$ ]8 G `
three hinged arch 三铰拱(n)
. H+ ^! z, @ L! s; I% gtie bar 拉结钢筋(36)
" s2 b9 b+ }2 Itie beam， ‘ 系梁(22)/ j* G) `' k6 Z7 V
tie tod 系杆(5)
) |1 L' w. t. Z4 m; G) ntied framework 绑扎骨架(35)
. W3 I# r7 t& P4 v9 f* H: p- J5 ^timber 木材(17)
- k* U, M" P& Q; etimber roof truss 木屋架(64)9 _" _* [/ t7 X9 l& i% u: }
tor-shear type high-strength bolt 扭剪型高强度螺栓(54) _2 ~$ w3 |# m* ? y( K+ k' G" P* D/ N) M
torsional rigidity of section 截面扭转刚度(19)
$ G1 t; c# P! G' d% ftorsional stiffness of member 构件抗扭刚度(20)
Z7 \) b, G; r# Dtotal breadth of structure 结构总宽度(21)
. r# i) C- e& Q4 c7 gtotal height of structure 结构总高度(21)
* Q: F8 s$ B' R& atotal length of structure 结构总长度(21)% Q+ @9 }! q( m$ y8 Y
transmission length of prestress 预应力传递长度(36)
3 L% @: N7 M6 x$ q9 ftransverse horizontal bracing 横向水平支撑(4)- j1 X% z( a& A3 a, b
transverse stiffener· 横向加劲肋(53)( S: @9 E; x" I9 ] _ K" k
transverse weld 横向焊缝(60)
' W8 G- X7 P/ q% L, Itransversely distributed steelbar 横向分布钢筋(36)7 O3 A# l3 |+ N
trapezoid roof truss 梯形屋架(4)
8 L! p: W& I4 S+ Itriangular pyramid space grids 三角锥体网架(5)- j/ I3 j% a/ [- W% v; x3 O! D. _
triangular roof truss 三角形屋架(4)
6 M. a5 {8 ^9 ~+ Htrussed arch 椽架(64)
, P/ X* t. C+ s- i$ n3 htrussed rafter 桁架拱(5)
" U5 T/ {) B7 s7 ^* m! stube in tube structure 筒中筒结构(3)
* D' r+ @- E/ k Ftube structure 简体结构(2)
, u" v$ y2 n: I7 q D- Y& M. stwist 扭弯(71)' U6 ]9 `; B5 O# Z
two hinged arch 双铰拱(11)5 g( \. h; w c# D. h* J# U
two sides(edges) supported plate 两边支承板(12)
9 E$ U2 k! I z; n' S8 ~5 ^two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
1 w( P+ h4 t$ Z; d* N5 HU
) Q- c( P2 X* T7 \; k# Y4 F% i5 a& [ultimate compressive strain of concrete’” 混凝土极限压应变(31)
8 K7 u; I* x1 x- M& Cunbonded prestressed concrete structure 无粘结预应力混凝土结构(25)7 b& t- \; |/ C7 i
undercut 咬边(62), @7 z) }& D; X0 t; q) a1 u" \
uniform cross—section beam 等截面粱(6)$ @, X, I* {& y! l
unseasoned timber 湿材(65)1 G& x" u f, T
upper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)6 O: T4 M, A0 t8 {
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
3 r4 b; j, ~0 A2 }0 c( ]( n1 ? J4 YV
; y- c3 X+ N8 z7 _6 bvalue of decompression prestress 预应力筋消压预应力值(33)
0 B+ V- ]# e; \8 Y7 p" w! yvalue of effective prestress 预应筋有效预应力值(33) G# l# N7 g0 F) D( j7 v
verification of serviceability limit states· ” 正常使用极限状态验证(10)7 Z9 _2 D5 @+ J
verification of ultimate limit states 承载能极限状态验证(10)
# I+ o% C; u* i }* x( Jvertical bracing 竖向支撑(5)
7 Q# E+ Q, T3 m% jvierendal roof truss 空腹屋架(4)4 Y/ y5 s7 i* o$ q
visual examination of structural member 构件外观检查(39)- z" W; V, F5 m& B0 q' k, g8 r
visual examination of structural steel member 钢构件外观检查(63): B$ n3 d; c6 e9 \! J) _1 T9 ^# l
visual examination of weld 焊缝外观检查(62)
6 g8 P9 |) P$ H& L$ O' n7 mW 7 w& E! K9 t6 a3 |9 Z6 [2 d6 ?' i
wall beam 墙梁(42)/ S& {1 }3 P ]& t" r0 i$ d4 W! Y
wall frame 壁式框架(门)
5 V8 A6 e1 G$ o; I. n7 twall—slab structure 墙板结构(2)
$ m' B; L) ^5 M( I7 ?warping 翘曲(40)，(71)
# i! D7 g, t4 i8 P( w% n y3 f$ Mwarping rigidity of section 截面翘曲刚度(19)! P7 M# u Q* X+ m& H1 X) k4 C8 M6 A
water retentivity of mortar 砂浆保水性(48)
+ Q7 [! s( k3 f$ |1 C* twater tower 水塔(3)% o, ]! {+ g2 N* B' x7 A
water／cement ratio· 水灰比(3g)
, l" w& `4 U" K2 Y5 C" sweak axis· 弱轴(56)
1 X2 e0 U7 T3 Eweak region of earthquake—resistant building 抗震建筑薄弱部位(9)# j/ L3 S6 C: K% s4 ]# V
web plate 腹板(52)/ {$ o! w' [+ \6 ^/ E
weld 焊缝(6[))
F% |( s) _. T5 l! C. B. M( Dweld crack 焊接裂纹(62)/ Z% n! a' C# X& S& Z9 S/ n* l
weld defects 焊接缺陷(61)3 A, W- \0 f# _( u
weld roof 焊根(61)9 |" |& Z J7 K/ q$ J, ]
weld toe 焊趾(61)5 L7 Y: ?4 C+ ~6 S: n b4 o
weldability of steel bar 钢筋可焊性(39)
. t: f, G. `$ \ T" E# Ywelded framework 焊接骨架()% q7 v1 }, _2 N) h/ U
welded steel beam 焊接钢梁(
5 y+ x: o# ~9 C+ G% z, B xwelded steel girder 焊接钢梁(52)
6 c8 i- N3 Y8 {7 qwelded steel pipe 焊接钢管(54)3 F3 k" Y6 e1 w3 v( g6 W
welded steel strueture 焊接钢结构(50)
: F0 L* c" h, J i- J5 @welding connection· 焊缝连接(59)
- e7 b9 v' p# ~# J( dwelding flux 焊剂(54)
5 D8 E0 F% v8 \/ j* bwelding rod 焊条(54)! ~ B; @, n- x2 w K2 v) `6 R7 x
welding wire 焊丝(54); A8 U* G6 r, R
wind fluttering factor 风振系数(16)0 B+ F9 X" o* ~; Q
wind reference pressure 基本风压(16)
! X. ^4 j' u. D) r5 J2 _: Zwind—resistant column 抗风柱(?)" z4 O3 E; J, ]( [ ?
wood roof decking 屋面木基层(64)
" A6 j" ~7 \& Q: x( uY
+ H; Z! ]6 t! ?( ^% tyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)
) g( ^9 p' F* U# o& i" s% \: {
& n. V7 a( q) }7 L k7 h! H/ F————————————————————/ u( D/ G4 \7 W$ D0 j; R
. \3 ^2 h# {/ {) s
常用的景观英文+ o; @4 K, W2 k2 J X! B2 P( K6 S
+ q# ]3 {6 _/ e* O5 c* g4 w7 {
1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) : x& g6 O) R8 k8 h0 [
2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) ) r8 [8 p Y/ `. ] q1 U' Y1 {( v
3.商业中心入口 ENTRANCE TO SHOPPING CTR.
* F m" o% T j6 p: V4.水景 WATER FEATURE ' L2 X& D( q. W7 F' p- ]
5.小型露天剧场 MINI AMPHI-THEATRE
' v1 U3 Q% I I2 b: T' t l. C6.迎宾景观-1 WELCOMING FEATURE-1 ( {; h5 o2 |1 o6 T' u1 c. R
7.观景木台 TIMBER DECK (VIEWING) 4 Y1 s; k- G7 o& D
8.竹园 BAMBOO GARDEN ( J$ F0 n1 k4 c, e( [- {
9.漫步广场 WALKWAY PLAZA
- B/ `* P9 V. T3 f# k1 W' T& {$ W10.露天咖啡廊 OUT DOOR CAFE : u: g8 Z6 h: v4 r% [! {
11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 , V% ?3 x9 U1 M/ [9 I
12.木桥 TIMBER BRIDGE
5 V6 t' h. j( R8 H7 H0 s13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE ! O8 |! ]8 i- i* y- Q; w. [
14.吊桥 HANGING BRIDGE ( h5 }7 W8 F0 G( E f
15.休憩台地(低处) LOUNGING TERRACE (LOWER )
5 b* F" }4 v2 S7 F' v9 R16.休憩台地(高处) LOUNGING TERRACE (UPPER ) ) @ f" Y1 i, e( P
17.特色踏步 FEATURE STEPPING STONE 1 t, `( D" Q8 J$ X
18.野趣小溪 RIVER WILD
, C" h3 J- Z( b4 v4 f9 h" h19.儿童乐园 CHILDREN'S PLAYGROUND - K# i, e" V+ I6 P, J
20.旱冰道 SLIDE
, G: W9 ^4 G$ o% `$ n21.羽毛球场 BADMINTON COURT " C" z" u' X$ x# O
22.旱景 DRY LANDSCAPE
% r4 H, }+ V+ L) h9 ^! \- [% {+ {23.日艺园 JAPANESE GARDEN
2 c0 q& I6 e3 }; A24.旱喷泉 DRY FOUNTAIN
* c/ S+ Z$ M4 }. d- K; q- }25.观景台 VIEWING DECK& h# B1 Q0 n1 d* q
26.游泳池 SWIMMING POOL
, @- K; d! Z: {* M# V: @27.极可意 JACUZZI
6 H8 } o+ w G4 u9 V28.嬉水池 WADING POOL # r$ G& H- U# ]7 M
29.儿童泳池 CHILDREN'S POOL - L. ?' w5 J: [7 ]: i
30.蜿蜒水墙 WINDING WALL
?" C$ D) t, d$ ]31.石景雕塑 ROCK SCULPTURE
# U5 H! l3 B4 O' B9 ?6 G32.中心广场 CENTRAL PLAZA
9 k6 D2 }( ?& y# M g33.健身广场 EXERCISE PLAZA
! r! V0 o* B0 @& I34.桥 BRIDGE & ~" n, [$ r* @, b9 z' ]
35.交流广场 MEDITATING PLAZA7 A* N4 m% Z3 u8 h5 ^2 {- D
36.趣味树阵 TREE BATTLE FORMATION / u, g; G. _$ A: b- N3 M* d
37.停车场 PARING AREA
6 D; F+ q {9 j38.特色花架 TRELLIS 3 d7 W1 |4 [3 q2 n
39.雕塑小道 SCULPTURE TRAIL+ y; d7 e% ]( ?" L5 V1 u$ r
40.(高尔夫)轻击区 PUTTING GREEN ! l$ p0 d6 a3 c- i/ Y: R
41.高尔夫球会所 GOLF CLUBHOUSE
2 J) a. P& p p' p42.每栋建筑入口 ENTRANCE PAVING TO UNIT / B; L; ~% E4 m3 I- t
43.篮球场 BASKETBALL COURT + `; k' x. e2 G& @! v* d
44.网球场 TENNIS COURT
$ L' J; Y2 Q4 ?% f0 ~45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER 3 d; d. H# C5 J1 Q) z8 S
46.广场 MAIN PLAZA # A3 U* v/ b! f4 `" `9 s- `; q
47.森林、瀑布 FOREST GARDEN WATERFALL . L5 x8 u. h5 e
48.石景园 ROCKERY GARDEN . X5 h5 l" R i2 S1 h
49.旱溪 DRY STREAM + I0 b {" F/ I7 Q* @; R2 C
50.凉亭 PAVILION - d& P: ?' P9 V
51.户外淋浴 OUTDOOR SHOWER % a. S% [: }& d; J1 [: s' @
52.拉膜结构 TENSILE STRUCTURE
: A3 d) S+ _$ h6 j2 G2 Y53.台阶 STAIR
: C2 V, {8 @& r% P, [! w) e54.高尔夫球车停车场 PARKING ( GOLF CAR )& H z( }% S+ ~8 n
55.健身站 EXERCISE STATION
6 s9 T) t( Z( n/ @1 P; N. \) b+ U6 E56.晨跑小路 JOGGING FOOTPATH , Q7 Y: I. l7 m$ x$ k- b! \9 X7 X
57.车道/人行道 DRIVEWAY /SIDEWALK 9 b/ q3 t# B3 u: m( N: t) @* }
58.人行漫步道 PROMENADE
/ l) T0 ^6 Y/ {7 W& L59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA ) W* e7 ]. V) z _
60.特色入口 ENTRY FEATURE
7 O7 s5 o" A+ O" O/ l1 h61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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