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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 ) F4 \0 g. J. T7 s: q
( q u, @" i+ e; \9 a0 J. l分享，攒RP考试用
3 |8 h, r& \, O1 ?0 Y3 }) \不知道大家需要否，一层层贴吧:loveliness: + ^: ?3 ^' p- v3 ^/ p* X
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* u4 H# Y) w$ `常用的建筑词汇
& d9 {8 i, n4 Y2 X4 q; W- N) ^8 {" a2 d5 d( W1 J1 ~5 J! P
A
) `2 C$ P6 ~9 ?& `acceptable quality 合格质量
3 z* i) U8 w' nacceptance lot 验收批量
" G, }2 l9 Z* n4 k' Laciera 钢材5 V1 Y* f- `; B2 H4 F8 B, N
admixture 外加剂! |4 `1 Q& H! C( t) |4 A
against slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
7 n- c) [" J$ F# C7 c2 i) Kaggregate 骨料& s7 Z5 s3 I2 o, F9 F; y- j
air content 含气量
/ n2 J- y- j% p+ h# U) P1 v7 Hair-dried timber 气干材
" y S; h/ x: M4 n+ w) dallowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比* U+ o4 ?& s! e8 V% e
allowable slenderness ratio of steel member 钢构件容许长细比
7 s0 L4 c: y" \" F7 Q) Zallowable slenderness ratio of timber compression member 受压木构件容许长细比/ [+ w! m% R0 O2 L5 ~ Q
allowable stress range of fatigue 疲劳容许应力幅
2 A! k: P7 y$ S' v4 jallowable ultimate tensile strain of reinforcement 钢筋拉应变限值
9 ~) c& P& a& `6 O$ g3 ]: gallowable value of crack width 裂缝宽度容许值0 O( w$ f" i' g3 A3 A6 v* E+ E2 {, x
allowable value of deflection of structural member 构件挠度容许值8 |* ?, C2 O) K* N6 r4 e
allowable value of deflection of timber bending member 受弯木构件挠度容许值
* @1 v9 ]' v. P! r2 m* N9 y% yallowable value of deformation of steel member 钢构件变形容许值
8 x$ b; y/ B/ d" H, yallowable value of deformation of structural member 构件变形容许值2 J( `* W9 X9 u8 v* u% ^
allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值' E s% Q1 L2 c* c* [
amplified coefficient of eccentricity 偏心距增大系数1 v. N5 `9 `+ v7 \
anchorage 锚具1 X3 M7 h" x2 N5 a$ }( G/ b1 Q
anchorage length of steel bar 钢筋锚固长度& v) e5 O& s1 {) f
approval analysis during construction stage 施工阶段验算
4 _& U+ Q2 N! N. [4 r7 jarch 拱: N% I4 Z* \4 r
arch with tie rod 拉捍拱5 m* S7 p' {3 t. O# t8 r7 {
arch—shaped roof truss 拱形屋架
O T% Z/ W! v" ?& U; l- `area of shear plane 剪面面积
: e& e$ c- M" |2 k. `, T- rarea of transformed section 换算截面面积5 C, S: u$ {% ]+ }& v
aseismic design 建筑抗震设计
7 g) [ J1 h8 U+ r5 ^& s1 O" Jassembled monolithic concrete structure 装配整体式混凝土结构6 S+ b* m. D: s5 j, ^
automatic welding 自动焊接
! X8 n }) M1 l. F% Z: tauxiliary steel bar 架立钢筋
( {$ l5 j' | `# kB , E* ^3 W; g# U' C
backfilling plate 垫板+ l9 b' t; F6 E) a
balanced depth of compression zone 界限受压区高度; |% ~1 s1 g9 e3 V) ^
balanced eccentricity 界限偏心距
( d. O9 n- ]$ p! _bar splice 钢筋接头
; v4 q% b) r. v4 J6 xbark pocket 夹皮 p7 n) L3 _; \# G% i y3 P1 E
batten plate 缀板
( L! ^4 q7 U, {- w: i4 Nbeam 次梁
6 ~3 `7 N( g. ~bearing plane of notch 齿承压面(67)# n+ ~7 e9 I8 r' v
bearing plate 支承板(52)
3 B) P' H n$ Qbearing stiffener 支承加劲肋(52)
5 m' C/ x; A% `, w$ D8 ]$ K3 [bent-up steel bar 弯起钢筋(35)
9 s7 c8 e i- f4 z! B! Nblock 砌块(43)
* S% M9 n. ?3 i6 {0 Z8 }% cblock masonry 砌块砌体(44)
2 z! p. M% c& E4 dblock masonry structure 砌块砌体结构(41)6 ]- M" C. I! R. j( Y
blow hole 气孔(62)
$ E& |2 F% q1 K' D6 C) q9 F2 Eboard 板材(65)6 H" E0 \0 E' X# a5 P& @
bolt 螺栓(54)& K% X+ B9 \+ ~3 N; \- V9 T B
bolted connection (钢结构)螺栓连接(59)- t4 t$ [) i' A* N; J) u3 u
bolted joint (木结构)螺栓连接(69)
' ?' r) E' @% a) Q- R+ Pbolted steel structure 螺栓连接钢结构(50)
) V5 i" ^% s6 n0 {6 tbonded prestressed concrete structure 有粘结预应力混凝土结构(24)
1 K0 Y+ L+ K9 r8 T' L$ O( Wbow 顺弯(71)
- C! [* Y# m2 Xbrake member 制动构件(7)
- s. M4 i% q" wbreadth of wall between windows 窗间墙宽度(46)! n8 g2 r7 {8 q
brick masonry 砖砌体(44)# ]; a i) X1 M( k' H$ R
brick masonry column 砖砌体柱(42)
* t7 P7 C9 R* X- ~2 [) Cbrick masonry structure 砖砌体结构(41)2 h3 _4 O% o. c+ h+ e3 I" P
brick masonry wall 砖砌体墙(42)
) \) R. X% F% a4 [6 B, ^8 @broad—leaved wood 阔叶树材(65)
) ]6 l0 ` O9 Cbuilding structural materials 建筑结构材料(17)6 ^" Y( x7 C, F
building structural unit 建筑结构单元(
2 O8 z& J/ w/ N ?building structure 建筑结构(2
0 k& k5 t$ t# B; |% L) v- P4 Z8 w* gbuilt—up steel column 格构式钢柱(51: j1 ^$ H- E9 b9 B) t1 u
bundled tube structure 成束筒结构(3& w# o9 y1 Y, }; J
burn—through 烧穿(62
# j3 [% U4 c1 v1 B. Cbutt connection 对接(59
, M% x3 x7 [2 H6 b/ ]$ ^0 T- Hbutt joint 对接(70)
6 ~( M+ Q, y$ G2 _; ` i6 jbutt weld 对接焊缝(60)
- e$ l; X$ H+ H) AC
* Y* I z. g5 I1 Gcalculating area of compression member 受压构件计算面积(67)
$ ~0 `8 C) e) q/ G: C Z( U# acalculating overturning point 计算倾覆点(46)
7 \4 O; V6 ]% N3 B/ e9 F4 \calculation of load-carrying capacity of member 构件承载能力计算(10)
" v- v8 G/ r" X3 icamber of structural member 结构构件起拱(22)
% X$ |# B0 B) Hcantilever beam 挑梁(42)8 {8 [5 l% w% ~ R8 C
cap of reinforced concrete column 钢筋混凝土柱帽(27)
( U [9 @% I: N( d; u( Xcarbonation of concrete 混凝土碳化(30)
3 ^# U8 w5 j+ M- G( Y6 U7 S6 _cast-in—situ concrete slab column structure 现浇板柱结构3 j* h- k# s+ g0 k
cast-in—situ concrete structure 现浇混凝土结构(25)
3 V/ t& l$ Z' u4 S* Q: U8 Z9 ucavitation 孔洞(39)
& x' ~" |: o/ v2 e5 @cavity wall 空斗墙(42)
& s+ r! T3 Y2 b, h* Ocement 水泥(27)
8 P8 \7 O4 Y+ q2 fcement content 水泥含量(38)
4 { ]. d0 }8 E3 m- M$ z2 ~% Q% `! Dcement mortar 水泥砂浆(43)8 n: z0 k% }% M" U; P/ | p$ D
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
4 U8 f4 ]: B) Mcharacteristi cvalue o fwindload 风荷载标准值(16)
( S* g7 a+ {- v! K$ \characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)
' ?& D9 T+ x; H8 N; _+ o r- `. Qcharacteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)
% A4 ` |# U9 v' \characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
, L% F" k+ P) z' L- ycharacteristic value of earthquake action 地震作用标准值(16)$ d8 c' R0 @& c# H: w: |( R: g
characteristic value of horizontal crane load 吊车水平荷载标准值(15)5 w p% V4 h% H) n2 E6 o/ S; g
characteristic value of masonry strength 砌体强度标准值(44)' F; n0 P2 a+ A$ J" N" u
characteristic value of permanent action· 永久作用标准值(14)
z5 I2 \6 e) t! C0 V: {5 [7 [/ Scharacteristic value of snowload 雪荷载标准值(15)
1 e( y$ p& e, pcharacteristic value of strength of steel 钢材强度标准值(55)
; m0 R. A& V. _6 }8 O/ Y. M" lcharacteristic value of strength of steel bar 钢筋强度标准值(31)7 r$ p" u3 u1 |
characteristic value of uniformly distributed live load 均布活标载标准值(14)7 Q/ E5 {) ~/ |' w% G8 C
characteristic value of variable action 可变作用标准值(14)& z& ^: l; \' R3 P1 e( Y: _
characteristic value of vertical crane load 吊车竖向荷载标准值(15)
4 |% `# ]* M; p- D0 @$ v& U; gcharaeteristic value of material strength 材料强度标准值(18)$ b9 o: |. g8 ^. j8 R
checking section of log structural member·， 原木构件计算截面(67)
+ j, g8 \6 s5 r" ~6 L ichimney 烟囱(3)
2 j6 P5 R# M, O& b" B6 w- E5 g0 fcircular double—layer suspended cable 圆形双层悬索(6)' g' M) ]6 Z" [3 L
circular single—layer suspended cable 圆形单层悬索(6)$ E! d6 [1 X, F, K8 M6 G7 R
circumferential weld 环形焊缝(60)
# C" w0 i/ i, X/ s1 ^# g9 {1 wclassfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
9 E7 [+ K# |- g* G: r& E$ j; u2 ~clear height 净高(21)
# x0 W# s( ?! S$ Eclincher 扒钉(?0)
7 u% i+ ^. f [# p4 Ecoefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)' i4 y& U- z5 p- I. W2 I: t
cold bend inspection of steelbar 冷弯试验(39)" A9 T# L; i' I E( l; s9 M
cold drawn bar 冷拉钢筋(28)
' \4 b) h! D+ C1 R& ?2 b; ?cold drawn wire 冷拉钢丝(29)' a; g/ W# {& j4 I0 k) F, | I K
cold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)3 @3 _" v3 E7 a5 n$ g! X
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)6 J( v( z7 e& f5 v% D8 M$ Z
cold—rolled deformed bar 冷轧带肋钢筋(28)' z5 y1 t. N$ }, ]9 W
column bracing 柱间支撑(7)
+ I' O2 T5 Q) mcombination value of live load on floor or roof 楼面、屋面活荷载组合值(15)# u" s" X2 U) X1 J) p$ _' x' m$ q
compaction 密实度(37)' c& f: ^2 Z0 p. A4 c
compliance control 合格控制(23)/ `) _9 U9 N. d2 E: l
composite brick masonry member 组合砖砌体构件(42)
$ L+ y6 Y) {; }# ^composite floor system 组合楼盖(8)
/ A3 Z$ d9 V, k% w( Bcomposite floor with profiled steel sheet 压型钢板楼板(8)
8 @& f w# |& w* Qcomposite mortar 混合砂浆(43)
" l$ k3 |4 L/ Y& _$ Gcomposite roof truss 组合屋架(8)5 ]9 f/ K* |- ~+ B7 p/ X# U- w
compostle member 组合构件(8)
& ^; L- N, z6 V8 `compound stirrup 复合箍筋(36)( P* s3 l( R3 i D3 `1 C8 w; G
compression member with large eccentricity· 大偏心受压构件(32)
7 ~4 r( r0 E! ]6 c0 }- acompression member with small eccentricity· 小偏心受压构件(32)
k: s) d4 O% Z. x6 C0 G( F% q) acompressive strength at an angle with slope of grain 斜纹承压强度(66)$ ?* L6 z, B E5 |
compressive strength perpendicular to grain 横纹承压强度(66)1 i" V$ W; ?/ P7 p0 o, h7 j
concentration of plastic deformation 塑性变形集中(9)
/ D% b( W& [! K7 }5 Sconceptual earthquake—resistant design 建筑抗震概念设计(9)
& j6 K8 i, M4 j zconcrete 混凝土(17)
: }! Z. T( |/ Y: _5 U9 Gconcrete column 混凝土柱(26)* g. G& l3 R' v* w% R8 _" J9 b$ j5 t
concrete consistence 混凝土稠度(37)# a/ [% m# f- T
concrete floded—plate structure 混凝土折板结构(26)8 M' c U& |/ f
concrete foundation 混凝土基础(27)) T5 y! Z* Z. P. g
concrete mix ratio 混凝土配合比(38)
! d- @4 l) X: oconcrete wall 混凝土墙(27)
7 A d0 C' g A% r4 C+ wconcrete-filled steel tubular member 钢管混凝土构件(8)
i) {: m9 |$ x; z$ A, oconifer 针叶树材(65), O- O" m& F+ R3 t5 n
coniferous wood 针叶树材(65). n6 ]$ q3 o7 U: z6 I
connecting plate 连接板(52)
# |, q, j0 Y5 u7 V" F( l; `+ R/ o/ _connection 连接(21)" p8 U) Z/ e8 S- E3 q7 B% g$ d
connections of steel structure 钢结构连接(59)
. Q3 n; |3 I% A& {1 S& N3 bconnections of timber structure 木结构连接(68)
# d) p1 I6 `2 h5 Cconsistency of mortar 砂浆稠度(48)
* f7 H2 T* T1 Vconstant cross—section column 等截面柱(7)/ E; w# `# L1 x0 N# `
construction and examination concentrated load 施工和检修集中荷载(15)& |6 [# k. C) U( k: U0 a
continuous weld 连续焊缝(60)2 P# D5 \9 t3 A( k1 L9 Z/ k
core area of section 截面核芯面积(33)" G0 c, Z; C2 q
core tube supported structure 核心筒悬挂结构(3)
1 Z/ N' \7 ^3 B) u9 G) scorrosion of steel bar 钢筋锈蚀(39)
$ \3 I; e! [/ p3 D9 y- n7 ~) Ecoupled wall 连肢墙(12)
! k! f" B i2 E6 Y+ dcoupler 连接器(37). W2 O$ p6 D* N" d
coupling wall—beam 连梁(12)
! w) r8 r& q& z# p* |2 jcoupling wall—column... 墙肢(12)
! n3 \# b3 k9 N4 `coursing degree of mortar 砂浆分层度(48), ?. ]7 Q; e5 ^
cover plate 盖板(52)
2 h6 W. o( C% b% z- fcovered electrode 焊条(54)- f8 U7 l- }# w( H2 ~
crack 裂缝(?0). P/ V9 K& `5 R6 g1 e( ^. s
crack resistance 抗裂度(31)
1 c* v8 w, b6 P1 qcrack width 裂缝宽度(31)
7 {* u9 k# w$ s7 Gcrane girder 吊车梁(?)
4 A" n6 j8 u& C& Tcrane load 吊车荷载(15)
) S# L' b0 |6 q8 A$ v' y" t" @8 g5 Ecreep of concrete 混凝土徐变(30)
3 W/ ~% I; L9 Tcrook 横弯(71)
" {1 K V9 F5 Q/ x* {) i/ ucross beam 井字梁(6), p# S# ^& j; w$ _2 J
cup 翘弯' {* C6 m" i# R* C4 K0 P+ ^
curved support 弧形支座(51). o% E C8 W; q2 b+ L6 R. h
cylindrical brick arch 砖筒拱(43)
4 @( E' c* X4 D2 R2 u% Q8 z& i( G! Z! BD
, P$ q0 y/ R2 A/ u* gdecay 腐朽(71)
' _7 ~9 t% I$ Adecay prevention of timber structure 木结构防腐(70)
, O4 B/ f; e1 E7 `5 O" W2 vdefect in timber 木材缺陷(70)
8 b+ P. A' x" C7 Bdeformation analysis 变形验算(10)1 j( f+ u( B- O6 D6 J7 ^2 {
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)5 K: @. n; c) B% D8 n" d
degree of gravity vertical forwall surface 墙面垂直度(49)7 i& d5 h: e4 ]
degree of plainness for structural memer 构件平整度(40)
( w6 V# q8 }' P$ L+ Qdegree of plainness for wall surface 墙面平整度(49)
' N" W% o9 P# \depth of compression zone 受压区高度(32)
" J. T7 E O/ a8 k8 A7 k' Cdepth of neutral axis 中和轴高度(32)
2 j4 o- C0 r( N, u- j0 Ddepth of notch 齿深(67)
7 L7 A7 s# ]4 n& f* f5 ddesign of building structures 建筑结构设计(8)
, Z8 A) e& @# c" r, D. Kdesign value of earthquake-resistant strength of materials 材料抗震强度设计值(1$ [6 _+ M( N v: b1 v8 |+ v; E# o( U+ D
design value of load—carrying capacity of members· 构件承载能力设计值(1
# \9 {, M2 x3 W: z& qdesignations 0f steel 钢材牌号(534 W2 ]4 P: Q6 w) F% e A$ X S4 I
designvalue of material strength 材料强度设计值(1
6 m. D" X- P4 fdestructive test 破损试验(40
9 X+ ?; \- t0 _2 F y) qdetailing reintorcement 构造配筋(35
b" V: \' R6 d! |+ [detailing requirements 构造要求(22
# G: u* k7 X, h Z" F) Adiamonding 菱形变形(71)
" `7 S6 S; d) T; E; }$ y$ ~diaphragm 横隔板(52
' v, @1 G9 ^* U1 i; Odimensional errors 尺寸偏差(39)
6 T: ^0 b2 V. y# r j: y3 odistribution factor of snow pressure 屋面积雪分布系数
# @- _) p6 X8 Ldogspike 扒钉(70)
* t3 t5 w" a. k( R% z. o+ `7 Z, Idouble component concrete column 双肢柱(26)6 T7 ~. G4 G. n2 ~
dowelled joint 销连接(69): \+ Q% T7 |$ J3 W! h) t/ R
down-stayed composite beam 下撑式组合粱(8)7 B) v) o0 [6 [" x) F! b
ductile frame 延性框架(2)0 F) Z" S# y- r4 m! M4 [$ F: |
dynamic design 动态设计(8)
) a3 I# @. c8 [6 {' H) N/ N/ cE
, j: v6 P+ O5 w3 O, z; O, x% m* aearthquake-resistant design 抗震设计(9：
: {; N. R2 T" X* m, x$ Learthquake-resistant detailing requirements 抗震构造要求(22)
5 q, D, v% g5 j# }effective area of fillet weld 角焊缝有效面积(57)
# k! B: R6 {! m" E# h& g, P5 Yeffective depth of section 截面有效高度(33)
8 o k, I& v) G% |7 A8 geffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)
0 o, l' Z P1 s- Veffective height 计算高度(21)0 l, _. l, J0 I$ T, S) b
effective length 计算长度(21)# \, E5 X- l$ n) F
effective length of fillet weld 角焊缝有效计算长度(48)
7 j9 w3 h( V0 W" ~effective length of nail 钉有效长度(56)
# b$ |5 s& M% S$ `* \effective span 计算跨度(21)7 L" V8 _) `. P r, S% H
effective supporting length at end of beam 梁端有效支承长度(46)6 w3 W& d/ z- U6 [! w ~: r6 @+ e
effective thickness of fillet weld 角焊缝有效厚度(48)
" p' M0 w' t- @elastic analysis scheme 弹性方案(46)
; c+ K$ Q1 q$ B3 Zelastic foundation beam 弹性地基梁(11)8 Y+ P) M$ C& U3 i4 S& {
elastic foundation plate 弹性地基板(12)
# T& D( W' r* g% Telastically supported continuous girder· 弹性支座连续梁(u)
% Q# E8 |0 q* C4 |3 Telasticity modulus of materials 材料弹性模量(18)
, ~4 Z/ I" C4 F: relongation rate 伸长率(15)
- K' t7 X/ u' i4 Q: vembeded parts 预埋件(30)
" j- \/ u, Y7 @$ I& a. {enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)8 X9 m4 m; \* x' N% H& P* v: |
entrapped air 含气量(38)
. m. S; M4 I$ [" _2 ~equilibrium moisture content 平衡含水率(66)
& S/ } q. W6 j, E( |6 F- m! `) @equivalent slenderness ratio 换算长细比(57) _! B/ ]8 @3 n
equivalent uniformly distributed live load· 等效均布活荷载(14): o0 T: y, V# K" F$ j- ^! `8 c" C
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
5 i" z- D( |: Z/ b' s0 Kettectlve cross—section area of bolt 螺栓有效截面面积(57)( \& }& B: p6 r+ ~2 E% V
euler's critical load 欧拉临界力(56)
! m: `$ r6 @7 ceuler's critical stress 欧拉临界应力(56)
7 ^3 @5 r5 B: nexcessive penetration 塌陷(62)
. ?; S9 J1 C. Q/ XF + d. E3 |+ M" s
fiber concrete 纤维混凝仁(28)5 P6 o, L- D" P3 g9 f' B
filler plate 填板门2)4 B4 \) c& u9 C) Q& c4 Z
fillet weld 角焊缝(61)
4 F& s8 p. G( H3 @0 M) ^0 L4 nfinal setting time 终凝时间()$ w8 B" c' e0 a3 ]
finger joint 指接(69); e* V; Y/ B6 S
fired common brick 烧结普通砖(43)
! ^0 H2 m' e7 Zfish eye 白点(62)
( |- m K" Y# b' Sfish—belly beam 角腹式梁(7)6 ~6 F4 ^1 R7 b- b% @/ `
fissure 裂缝(?0)7 }9 I0 X6 o) k. f, r; ^; C+ v
flexible connection 柔性连接(22)! @# C' [4 o/ B( A3 T
flexural rigidity of section 截面弯曲刚度(19)3 [% W7 I" j" o2 H$ U T' r4 c. q
flexural stiffness of member 构件抗弯刚度(20)0 X$ {' ]0 q; I% s
floor plate 楼板(6)4 H6 f2 {0 O7 p2 U6 u5 g1 I
floor system 楼盖(6)
+ p* N( ]! }; {$ M+ D! Ufour sides(edges)supported plate 四边支承板(12)+ }% D. H) U4 H6 U& V3 o2 J
frame structure 框架结构(2)
6 c( X3 X- K. \- Zframe tube structure 单框筒结构(3)( C/ g' a' j# [/ r! K( @3 O; k
frame tube structure 框架—简体结构(2)6 M/ [# S& r7 e. e0 @2 h2 {! r% R0 A
frame with sidesway 有侧移框架(12)
7 t$ ]. m$ V& x& ]1 x4 Iframe without sidesway 无侧移框架(12)" U5 G+ X- I" K2 R Y8 i6 W
frange plate 翼缘板(52)& x- y: x7 H3 ]$ ?) V% p- r
friction coefficient of masonry 砌体摩擦系数(44). B- A9 U$ e3 B5 ~8 i
full degree of mortar at bed joint 砂浆饱满度(48)
+ g" @4 n# @' m6 g& Vfunction of acceptance 验收函数(23)
5 b! l" Q& o- }% @8 ]( W' bG 2 I5 L" n8 X L6 E
gang nail plate joint 钉板连接()
. ^2 Z: o3 b& G9 h# v# @) Jglue used for structural timberg 木结构用胶
; u. u5 H$ {6 u1 L, V4 ?! pglued joint 胶合接头$ D2 w. O# }5 Z2 S+ q
glued laminated timber 层板胶合木(¨)
0 y" y" d8 N, E( \# xglued laminated timber structure 层板胶合结构‘61)
8 C" R- s, ^/ o9 l! A Bgrider 主梁((㈠
& @8 d |. f: ~% H* ]2 Z8 \grip 夹具
+ U u8 n8 g. Dgrith weld 环形焊缝(6÷))
8 {$ d2 E7 q6 X4 Sgroove 坡口
- O7 E# [! q( a( \4 \8 Ggusset plate 节点板(52)& p3 B' v' |0 b1 j0 m3 |5 Q: M3 G
H 1 u0 Z \' Y1 I3 l) s
hanger 吊环. R# G% X# ?0 j v
hanging steel bar 吊筋8 J5 P, q$ P5 b% v
heartwood 心材
1 E: j* \4 n& L0 r, m5 nheat tempering bar 热处理钢筋(28)
% I/ m( E! p7 W1 U4 gheight variation factor of wind pressure 风压高度变化系数(16)
0 D: Y# n& J6 rheliral weld 螺旋形僻缝
6 k: i- W3 ~ w5 O- X1 uhigh—strength bolt 高强度螺栓
% ^* v: x$ d4 {$ @; Yhigh—strength bolt with large hexagon bea 大六角头高强度螺栓
; b& `$ l" @6 E# _* C: Whigh—strength bolted bearing type join 承压型高强度螺栓连接，
' @7 Y! d4 P1 i' Khigh—strength bolted connection 高强度螺栓连接
1 |& V z _/ {6 S5 z% rhigh—strength bolted friction—type joint 摩擦型高强度螺栓连接0 B' ?; a& q! j6 L- e
high—strength holted steel slsteel structure 高强螺栓连接钢结构+ C ~8 _/ D" `
hinge support 铰轴支座(51)
" V3 w+ A* F- Bhinged connection 铰接(21)6 K3 H7 h; {$ v2 r4 _7 ^' H
hlngeless arch 无铰拱(12)7 a2 I% R. i1 A
hollow brick 空心砖(43), j" `$ a' X) _9 H8 _% [* h; k" V
hollow ratio of masonry unit 块体空心率(46)
! m5 y7 f! `3 V" b+ G* X* shoneycomb 蜂窝(39)
9 V S' w! E" d% L/ Lhook 弯钩(37)
0 {! F( {/ ~+ f) Bhoop 箍筋(36)
8 N7 A* S- Y `) L% Jhot—rolled deformed bar 热轧带肋钢筋(28), [7 \, q& c% [7 R* \0 l
hot—rolled plain bar 热轧光圆钢筋(28)7 U! [8 J* N. f
hot-rolled section steel 热轧型钢(53)
3 _. W" n- v; r7 B+ g# phunched beam 加腋梁(?)
6 l2 j Q# f5 e) F" K1 X- h" nI
- A% i V8 J: T# Nimpact toughness 冲击韧性(18)
+ g0 ^3 ~* r0 d U1 S; J0 y; gimpermeability 抗渗性(38)! h" T* R0 D, S7 D) P& k
inclined section 斜截面(33)& ?6 y# _+ p! S
inclined stirrup 斜向箍筋(36)! R" F7 ^1 W1 }8 r3 D+ H: @
incomplete penetration 未焊透(61)
0 j& |! \/ K6 M$ s* l0 vincomplete tusion 未溶合(61)
% m X& G& S5 Uincompletely filled groove 未焊满(61)8 U# e6 P/ e7 _9 m* Q
indented wire 刻痕钢丝(29)& f$ k. S! y$ ^. H5 s# z
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46); r; S+ H9 c* h1 i1 E
influence coefficient for spacial action 空间性能影响系数(46)
; i& V( j% S W; }$ s- Cinitial control 初步控制(22)
( B0 m, }& W) Vinsect prevention of timber structure 木结构防虫(?o)
/ p& Z1 j/ V! O: @2 m1 Q" z* i8 dinspection for properties of glue used in structural member 结构用胶性能检验(71)& |* T R7 I* y' c
inspection for properties of masnory units 块体性能检验(48)" `3 Q6 M+ `* T, a1 e2 ^
inspection for properties of mortar 砂浆性能检验(48)$ ^' H/ X# C$ n/ n% u' M
inspection for properties of steelbar 钢筋性能检验(39)( C- f& v! w$ Y
integral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
+ E2 G( m- { ^0 ~' F0 Ointermediate stiffener 中间加劲肋(53)% v6 f( G2 G# U: y' s* ]# u
intermittent weld 断续焊缝(60). L4 T' [; @3 T' f8 h! _
J
% B8 Q5 N% b+ J" O. d" J, e* Kjoint of reinforcement 钢筋接头(35)0 L, q7 j# R0 q
K ' J$ ~0 W# r: {
key joint 键连接(69)
# d3 C( }! S0 X! |" ekinetic design 动态设计(8)' q7 v: K) y* T6 I1 K+ q; R3 [
knot 节子(木节)(70)
, r! Z% o, a6 u6 A" s0 cL }" b0 \) P8 V8 `4 h+ ?/ w H
laced of battened compression member 格构式钢柱(51)
5 x6 G, U; }- o- f7 [& Glacing and batten elements 缀材(缀件)(51)5 f+ N5 l$ o" T0 X. y0 ?& g2 A d
lacing bar 缀条(51). [( N1 h" W" c4 _" j% q# A1 R
lamellar tearing 层状撕裂(62)8 V6 z& g' Y' N: L1 @" ~
lap connectlon 叠接(搭接)(59)
+ n9 D$ R$ y% M; o! L$ E% o# ]lapped length of steel bar 钢筋搭接长度(36), @* Q& Q4 q, K. p R
large pannel concrete structure 混凝土大板结构(25)2 y' o$ J; H, h4 ^, {6 c% N8 |$ C, ~
large-form cocrete structure 大模板结构(26)
J7 ]( ?5 S/ L5 T! E' l" Hlateral bending 侧向弯曲(40)
8 u9 M1 P; d6 {, nlateral displacement stiffness of storey 楼层侧移刚度(20)
' y* O% q& U5 D) Blateral displacement stiffness of structure· 结构侧移刚度(20)/ B4 K5 j X3 j; u
lateral force resistant wallstructure 抗侧力墙体结构(12)
/ u! R4 L! ?# F' _0 S8 _leg size of fillet weld 角焊缝焊脚尺寸(57)' f& t' @6 `2 i8 ~5 f! c
length of shear plane 剪面长度(67)
$ v' m0 F8 F) I3 x& w5 J, J' Zlift—slab structure 升板结构(25)& c8 f% ]( E2 |7 Y$ Z, i: z3 O6 a9 R( f
light weight aggregate concrete 轻骨料混凝土(28)/ A# x' c: s- s9 o5 h" d" R
limit of acceptance 验收界限(23)* c4 J9 u6 ~2 g5 B/ s+ X4 M! A
limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
' m2 p) a# @8 m! ]: O# W+ E+ b- vlimiting value for sectional dimension 截面尺寸限值(47). q. w4 R3 {- D, [" W1 Q2 u( Z0 u
limiting value for supporting length 支承长度限值(47)3 r, R8 q0 W0 L. q
limiting value for total height of masonry structure· 砌体结构总高度限值(47). j$ ]( B5 [. O* z% V
linear expansion coeffcient 线膨胀系数(18)
! H8 Q" q( b6 j) f) Z7 v: Hlintel 过梁(7), r n) w; b! c* V
load bearing wall 承重墙(7)! l$ T7 q2 M+ ` n
load-carrying capacity per bolt 单个普通螺栓承载能力(56)& C! g: O7 r& l
load—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)) Z$ f. L8 b2 C3 ^, v3 t0 [
load—carrying capacity per rivet 单个铆钉承载能力(55)
Y" s/ T" L) ^$ f$ B% |8 @log 原木(65)4 h- C5 v. _: v6 d
log timberstructure 原木结构(64)
2 ?& t1 `2 G; u$ n" y' V R. Vlong term rigidity of member 构件长期刚度(32)
4 K- P8 `0 g# a8 k- Qlongitude horizontal bracing 纵向水平支撑(5)+ n; O% Z0 @% g6 o; R: z6 x+ ^6 a
longitudinal steel bar 纵向钢筋(35)
5 ], R3 I1 b$ L" flongitudinal stiffener 纵向加劲肋(53). l. F0 j0 a5 b5 m( B. B/ ]7 Q( G
longitudinal weld 纵向焊缝(60)( r0 \& V- |; q5 F1 I, E% B
losses of prestress ‘预应力损失(33)$ o' C+ b% j/ q! ~
lump material 块体(42); \8 `) w. K" c; e1 c( Z8 @
M 7 g) j8 x+ D; L3 S8 L' `9 Y
main axis 强轴(56)& h: B- L" I! p( A+ S7 W1 A2 I9 Z
main beam· 主梁(6)9 _. O" i* g- c( E h; ]4 H/ m
major axis 强轴(56)
; i. `9 W" f" _9 Jmanual welding 手工焊接(59)& E7 i& @. @; T; }) C6 {5 Q
manufacture control 生产控制(22)! L: T+ Z( h( \4 u v
map cracking 龟裂(39). ?1 `5 W2 x# Y: d
masonry 砌体(17)- ~8 a& L8 s5 i3 t
masonry lintel 砖过梁(43)+ q$ n! K6 t1 g9 A4 w6 S8 D. R8 T
masonry member 无筋砌体构件(41)
+ Y' c# Z7 Z$ c% G9 g& Tmasonry units 块体(43)
( U5 B5 t( m( E h) a% \. h' {masonry—concrete structure 砖混结构(¨) ?2 p9 Z/ N3 R8 ?; O2 z
masonry—timber structure 砖木结构(11)9 H5 I7 D. O4 c
mechanical properties of materials· 材料力学性能(17)
1 n0 T& a! J4 J9 ~$ I4 {1 h- ~melt—thru 烧穿(62)2 j5 m. O+ s1 I; [
method of sampling 抽样方法(23)8 g& h- V9 u3 q/ i9 K
minimum strength class of masonry 砌体材料最低强度等级(47), _5 U2 v5 m' y) j% M& P
minor axls· 弱轴(56)
\5 Z9 g3 s* q ^) Z1 \( Vmix ratio of mortar 砂浆配合比(48)
0 \0 O* ^8 @! Q8 Ymixing water 拌合水(27)# \* ~# p/ H! j6 e
modified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)" ~; G1 r6 r' _0 U$ o7 u+ a
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)/ a0 f1 @' |1 g6 y
modulus of elasticity of concrete 混凝土弹性模量(30) R# _2 `. G7 u* c' k. r$ k% ~- V
modulus of elasticity parellel to grain 顺纹弹性模量(66)
" u' M" f3 p* E u1 ?$ A7 ^moisture content 含水率(66)
9 S% ]0 E: H d0 ~& Smoment modified factor 弯矩调幅系数9 q$ L; e) B- f- _; t3 h
monitor frame 天窗架
7 y$ P( C0 r3 s$ |7 E+ ]8 {' \mortar 砂浆
, K# N. Z m2 K7 ~5 Imulti—defence system of earthquake—resistant building· 多道设防抗震建筑+ J: B$ g+ c5 ?- X2 w$ M- w
multi—tube supported suspended structure 多筒悬挂结构% g6 ~8 P2 g4 p
N
+ ]' p. m4 c0 E, b1 Dnailed joint 钉连接，$ d6 D* n) d1 u; s9 J( ]% {) C
net height 净高l# b! J( J* q# W# s6 ^. q7 k Q
net span 净跨度
' H: ]. z* ]; i/ z; unet water／cementratio 净水灰比
. b% R8 _3 s4 O8 pnon-destructive inspection of weld 焊缝无损检验! Q+ Z! p& H/ ]$ l9 d
non-destructive test 非破损检验
9 }: `! u' k6 r4 a6 u% onon-load—bearingwall 非承重墙1 C& J \) _' s7 c- m7 o
non—uniform cross—section beam 变截面粱" x$ w/ m- R* t/ t% b
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
3 U; O+ i+ U1 q; j/ rnormal concrete 普通混凝土
0 h$ ?( \2 K; inormal section 正截面
. K- E: o( y- A7 }notch and tooth joint 齿连接
/ U- \9 P2 `$ \' f8 O& x/ j5 mnumber of sampling 抽样数量
4 I1 M# W% g5 I1 ?6 G# `. {$ cO / P: v$ A7 e5 E1 c7 C% `! {- k8 a# _
obligue section 斜截面' N" ~9 N% r6 }) B' S* K3 i
oblique—angle fillet weld 斜角角焊缝* b9 L& r7 e) f* J1 h( M
one—way reinforced(or prestressed)concrete slab‘‘ 单向板$ n5 N! r5 s5 |5 e
open web roof truss 空腹屋架，
4 J2 M* x; ^+ r, r9 t: Cordinary concrete 普通混凝土(28)3 b/ O s; u1 v
ordinary steel bar 普通钢筋(29) b1 w: G. b: y( i2 O; ~! ~
orthogonal fillet weld 直角角焊缝(61)
5 q7 N: {! t6 \- T, xoutstanding width of flange 翼缘板外伸宽度(57), p8 ^: f+ c. {- c2 W
outstanding width of stiffener 加劲肋外伸宽度(57)4 M1 R3 c: @& f2 X- g) z
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)( K4 _- M: Y6 d" A2 V5 p7 B
overlap 焊瘤(62)
+ I* O! S- H! }6 @( v& b8 U) Y. soverturning or slip resistance analysis 抗倾覆、滑移验算(10)
' B2 U, @; u: w1 j% s$ j! `P : ~# D$ Q3 d$ i5 @1 ]6 `# x
padding plate 垫板(52)
4 v# o5 |7 J# hpartial penetrated butt weld 不焊透对接焊缝(61)
* A; \# d" W0 j7 ~, ?$ Jpartition 非承重墙(7)
: ~" k+ r- f; f: u' N( tpenetrated butt weld 透焊对接焊缝(60)0 l- t' C7 ~3 [7 e4 M& p) h8 T, n
percentage of reinforcement 配筋率(34)$ ~' o y! l8 }5 z$ Z7 w" G; F z* a
perforated brick 多孔砖(43)
5 j1 w( X5 L; n, D) mpilastered wall 带壁柱墙(42)
! H, e6 J+ H' Z- R" z1 i( ^! z3 W! |pit· 凹坑(62)
) k0 u( U# k7 z6 apith 髓心(?o)
. l4 _( |, |- ^9 Fplain concrete structure 素混凝土结构(24)
8 W" e. K* k# Q' ]6 D/ g' n6 {plane hypothesis 平截面假定(32)9 J- W$ ^% I2 H& D
plane structure 平面结构(11)
' o9 Q# V3 V( Z3 ^' t) u' f dplane trussed lattice grids 平面桁架系网架(5)2 P: d# Y- t5 C
plank 板材(65)
, E5 A, f: I- Q. S7 I& zplastic adaption coefficient of cross—section 截面塑性发展系数(58)
/ [& ]4 g; } R4 N% L7 yplastic design of steel structure 钢结构塑性设计(56), V, q; a) e" d. M% S% P
plastic hinge· 塑性铰(13)
# ?7 I4 Q0 d! L' j2 \ F1 w. Splastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
% ^5 z6 _$ {5 {6 u8 a9 D1 d8 t! X: Aplate—like space frame 干板型网架(5)9 r4 x6 h6 ]1 e; Z& ^0 N
plate—like space truss 平板型网架(5)
# M2 p1 f9 b) V6 k1 D5 H5 |) rplug weld 塞焊缝(60), I4 m/ b3 |, C1 B. D& }
plywood 胶合板(65)
+ k7 n; U, i" j3 f1 h% O( w% Bplywood structure 胶合板结构(64)
. [* x: r" k& Y% ~6 Epockmark 麻面(39)' E& W( ?8 u% I# U; R, ?; v# T
polygonal top-chord roof truss 多边形屋架(4)5 E, f7 h0 s* b" m
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)
% ~0 B5 K1 Z0 Q* f% Qprecast reinforced concrete member 预制混凝土构件(26): m5 m% d+ k P& J# G
prefabricated concrete structure 装配式混凝土结构(25), r' Q2 b! G3 Z1 o
presetting time 初凝时间(38)8 L- q8 b: a; V& b7 {% Z& T
prestressed concrete structure 预应力混凝土结构(24)' _+ @: ^6 c. h7 _7 k- T
prestressed steel structure 预应力钢结构(50)
) N' S5 T+ I9 X0 sprestressed tendon 预应力筋<29)! ]) P* S& Z, U. k8 ^
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)7 K- c9 f* i3 I" I0 S2 I
primary control 初步控制(22)
8 Z5 \+ b- _* ?: Q$ Hproduction control 生产控制(22)- Z7 T6 M. H% `& p& Z8 v: g
properties of fresh concrete 可塑混凝土性能(37)) w6 ]7 l% S4 u) y
properties of hardened concrete 硬化混凝土性能(38)* A3 Q. e/ ]4 \" V/ g2 [% X' i1 E* m
property of building structural materials 建筑结构材料性能(17), h! [" O7 v2 q% I9 G* i
purlin“—””— 檩条(4)
& Q$ l3 z4 }( `; g/ i/ I, |Q # B4 w# s8 p) {1 \
qlue timber structurer 胶合木结构(㈠)
& K- j( C* C; J6 i* ^/ oquality grade of structural timber 木材质量等级(?0), x8 a( A) @+ k/ y" A% V" T* H
quality grade of weld 焊缝质量级别(61)( [6 B8 L- ]" T; p/ T
quality inspection of bolted connection 螺栓连接质量检验(63)" t5 d. k1 ?' D( c
quality inspection of masonry 砌体质量检验(48)
3 |8 h1 _/ x. |# tquality inspection of riveted connection 铆钉连接质量检验(63)2 p+ b2 y4 u! C! M b0 t2 `& ]
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
4 O4 X7 @' M" u6 C" @R
/ }! L' l4 y3 M) e( @radial check 辐裂(70)
/ a" y$ k$ J: B4 eratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)' U& [6 ^! p' N
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
: d* M" w4 B, D( Y2 Qratio of reinforcement 配筋率(34). N6 d( ^, f* t; m# q! R1 n* S
ratio of shear span to effective depth of section 剪跨比(35)
N$ m; @8 Z2 }. I# dredistribution of internal force 内力重分布(13)( N) d o$ @6 g$ v; z" O
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)1 C8 ^$ w5 u1 w7 W
reducing coefficient of liveload 活荷载折减系数(14)0 [4 h* Y) G5 X5 B
reducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)1 S5 ]# z" h0 o* a L
regular earthquake—resistant building 规则抗震建筑(9)
7 M, e& D+ O' d% C% n' sreinforced concrete deep beam 混凝土深梁(26)
& C( D6 O1 D( e7 H" @reinforced concrete slender beam 混凝土浅梁(26)8 E. l' n6 M& _) k
reinforced concrete structure 钢筋混凝土结构(24)& |2 O" [, n3 K" a; a6 \
reinforced masonry structure 配筋砌体结构(41)
! J$ M5 H3 o% X9 R9 w" o+ b2 y" preinforcement ratio 配筋率(34)/ g3 Y: r( \; g+ Q) R
reinforcement ratio per unit volume 体积配筋率(35)
. i: Y7 H' {: b+ irelaxation of prestressed tendon 预应筋松弛(31)
7 M+ n& `7 g! v" ]; w3 p# krepresentative value of gravity load 重力荷载代表值(17)1 P# Z* s! q, Z; ? R/ h
resistance to abrasion 耐磨性(38)/ v! Q( r% N& i; A; W
resistance to freezing and thawing 抗冻融性(39)
/ h0 ]3 b1 G2 `" y/ ~( @- c& |0 q; bresistance to water penetration· 抗渗性(38)# e# |: a3 u. T6 n1 Z$ S8 P
reveal of reinforcement 露筋(39)
4 I" G+ M) U) `' E8 cright—angle filletweld 直角角焊缝(61). L. r- O. e9 |+ B7 M1 v* d
rigid analysis scheme 刚性方案(45)
& Q7 A2 \* v2 Yrigid connection 刚接(21)- H+ @) P3 ~: ~/ X4 D+ F; U
rigid transverse wall 刚性横墙(42)
q# y3 F$ e% G4 H, ?rigid zone 刚域(13)4 U1 Y6 w8 [' V2 C& s
rigid-elastic analysis scheme 刚弹性方案(45)2 `2 C% s/ l) ]4 v
rigidity of section 截面刚度(19)
1 n) e' g" Y3 M Trigidly supported continous girder 刚性支座连续梁(11)
/ [" ~. e7 m* A$ s& Ering beam 圈梁(42)
) Z" ]8 u$ z9 p' Hrivet 铆钉(55)% s9 t# }8 h/ A2 p: Z3 F5 Q
riveted connecction 铆钉连接(60)
$ n q) d1 @" u' lriveted steel beam 铆接钢梁(52)
* A( V, q \; h( _+ u/ s+ |2 \riveted steel girder 铆接钢梁(52)
1 D0 N+ u9 H9 G jriveted steel structure 铆接钢结构(50)4 Y9 V+ C/ }4 y8 {$ w
rolle rsupport 滚轴支座(51)% m$ F, t2 d0 L% a
rolled steel beam 轧制型钢梁(51)
& \$ I$ Q( H, K( f: f$ m- wroof board 屋面板(3)
. P }2 G: N9 F+ s" U. k) xroof bracing system 屋架支撑系统(4)
; w" L/ }& H: t2 eroof girder 屋面梁(4)
. _% _# ^4 G" S* d- C. \! kroof plate 屋面板(3); P$ q; R" @5 n$ `, z$ O
roof slab 屋面板(3), |% d6 z# n* W) \
roof system 屋盖(3)
3 N1 I" I& V- P8 ^- f* h9 Troof truss 屋架(4)
* J0 ~. _8 D9 M9 nrot 腐朽(71)
: R) m% I4 U4 p: A- l5 `, _5 tround wire 光圆钢丝(29)
4 {5 f k0 j* rS
8 P2 I d n8 q0 r6 D; J6 qsafety classes of building structures 建筑结构安全等级(9)
/ _6 Z; Y$ _$ ~7 \5 ysafetybolt 保险螺栓(69)" e( q9 w, L9 l+ {
sapwood 边材(65)5 U' M* V" a8 \' Q+ }4 \! n
sawn lumber+A610 方木(65)
. S6 D+ d5 ]1 Dsawn timber structure 方木结构(64)1 f# R9 Y. [( I3 F3 f6 ]1 f
saw-tooth joint failure 齿缝破坏(45)
1 ?1 L# ]7 ?# L& E8 w# p! Z$ gscarf joint 斜搭接(70)
1 g* n( ]- {- A# mseamless steel pipe 无缝钢管(54)( y* ]; G9 P; Z7 }0 K! X
seamless steel tube 无缝钢管(54)$ `6 H1 f# K) W: e4 M2 O- {+ s0 J" O
second moment of area of tranformed section 换算截面惯性矩(34)
9 L6 O3 I( K/ G" B1 ?' tsecond order effect due to displacement 挠曲二阶效应(13)4 R% {8 C9 K3 u) h. W
secondary axis 弱轴(56)7 p3 a/ o( T: w z8 W
secondary beam 次粱(6), q" Z1 v+ D8 \/ O) y( _( g
section modulus of transformed section 换算截面模量(34)! T! r, c! Q8 l; P
section steel 型钢(53); P# I) n# x% c: ?& Q; |
semi-automatic welding 半自动焊接(59)
/ y1 H! U2 \8 K9 s9 @3 L9 [separated steel column 分离式钢柱(51)
, k+ I* r: {2 u5 N7 v. m. o: ]setting time 凝结时间(38)
* \( @5 u$ C& F7 u4 a. b$ @9 Sshake 环裂(70)7 N; l. t6 u6 U& d# v! S/ i. `# P9 A
shaped steel 型钢(53)
! w% c& n# j- W" Xshapefactorofwindload 风荷载体型系数(16)
0 J% l1 b& E2 x# x: ^shear plane 剪面(67)
0 J. e: u" O' I+ m4 @ Zshearing rigidity of section 截面剪变刚度(19)
0 y) }: V8 Q: H& dshearing stiffness of member 构件抗剪刚度(20)3 Y7 {9 C4 M3 F' a, y0 F7 u
short stiffener 短加劲肋(53)5 I+ S2 S6 z+ {1 e% e) K- M+ q
short term rigidity of member 构件短期刚度(31)
2 I& ?0 b3 q, O8 w2 ishrinkage 干缩(71)
. w( i9 L* |. V9 L# ]shrinkage of concrete 混凝干收缩(30)( N& `3 [1 n. ]9 ]3 T& A. h, E8 `1 u
silos 贮仓(3)
* r3 u8 \' j' S, l L2 [skylight truss 天窗架(4)$ x1 t1 p4 u o3 b( M
slab 楼板(6)3 i% U1 u& M& o: z4 M
slab—column structure 板柱结构(2)
. G' a; }- N$ f& }9 lslag inclusion 夹渣(61): x9 t7 T# N: _. k
sloping grain ‘斜纹(70)5 I& N# u% I! N7 I: {* g3 S; `3 o
slump 坍落度(37)6 r; l, ^' P8 R: m0 M& [0 H
snow reference pressure 基本雪压(16)2 J* U w& j* W* _
solid—web steel column 实腹式钢柱(
# v) f% \9 c5 r$ w- v3 u( tspace structure 空间结构(11)0 O f2 W( [. s* G
space suspended cable 悬索(5)
' L# a, l. a8 @5 j- Kspacing of bars 钢筋间距(33)* n/ D3 ?* O% ~. i
spacing of rigid transverse wall 刚性横墙间距(46)
7 ]. I) q0 M' t3 [( ^: Yspacing of stirrup legs 箍筋肢距(33)
: ~2 W# h3 Y/ S$ q0 w# jspacing of stirrups 箍筋间距(33)
4 k4 l4 W6 C7 ^1 ?specified concrete 特种混凝上(28)2 e8 {' f8 x; i9 ~9 Q
spiral stirrup 螺旋箍筋(36)' Z. }0 [% j, f0 E. T- j- K% P; U
spiral weld 螺旋形焊缝(60). y F1 |0 |0 b- x5 F: q
split ringjoint 裂环连接(69)0 h' H T% Z/ y. @
square pyramid space grids 四角锥体网架(5) t2 w( e# }- F$ Y2 m( t2 n
stability calculation 稳定计算(10)
" D+ ^6 {8 U( X& q0 o# ^, astability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)) _5 B, J+ j+ C1 r- s3 g
stair 楼梯(8)9 B% P5 C- E) k5 j
static analysis scheme of building 房屋静力汁算方案(45)
( K; i0 l8 C' tstatic design 房屋静力汁算方案(45)7 g1 p! z: ]/ ^7 b
statically determinate structure 静定结构(11)& K! N( G$ i' m3 P- s9 T, b8 _
statically indeterminate structure 超静定结构(11)# ?" L! I3 u% F. S4 r
sted 钢材(17)
9 a0 U/ K7 k% }) `7 T7 |steel bar 钢筋(28)+ u6 V/ y2 ?) ~+ a
steel column component 钢柱分肢(51)
" z0 d# r* ]6 L1 h7 |9 J, T% C* rsteel columnbase 钢柱脚(51)$ H. n+ C* W; H2 x3 l1 k
steel fiber reinforced concrete structure· 钢纤维混凝土结构(26)
0 h9 ^5 i- }0 }steel hanger 吊筋(37)
! \- r" j0 Q" h9 a! zsteel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)- ^. M) H; e5 v
steel pipe 钢管(54)+ ~% l0 Y$ @3 Y: h+ n! V! f' A
steel plate 钢板(53)
- Q9 J! k) k' _: ?% f% _: _& Wsteel plateelement 钢板件(52)+ ~. J6 f; `- U
steel strip 钢带(53)
# W8 d( d( T0 ^$ E, V9 b9 h+ msteel support 钢支座(51)
! m% X& S) f! W, j9 X- K/ }# b- G2 gsteel tie 拉结钢筋(36)9 w6 Y' P+ k1 y7 k' } Q
steel tie bar for masonry 砌体拉结钢筋(47)
. X, X5 _6 J1 p' gsteel tube 钢管(54)7 N9 u3 K5 ^# s
steel tubular structure 钢管结构(50)
+ O4 f8 D! p1 W9 g) hsteel wire 钢丝(28)% V9 m; Q$ V/ {% w
stepped column 阶形柱(7)
& p1 u: L+ p6 V/ F# H/ E- }& Istiffener 加劲肋(52)
: ^; m9 Y" I7 d* ^/ q4 [8 Tstiffness of structural member 构件刚度(19)9 a( a3 M% T2 o
stiffness of transverse wall 横墙刚度(45)) U5 M) m0 g3 G J9 M
stirrup 箍筋(36)" }3 j# |5 N* Y) G8 a
stone 石材(44)
$ x+ ?( c/ n- P! V* rstone masonry 石砌体(44)
, C# ^6 e1 L& x, ^- ~% l$ istone masonry structure 石砌体结构(41)2 q+ x) F; s5 I; \
storev height 层高(21)
% V* T1 u3 \5 M/ c) o6 {straight—line joint failure 通缝破坏(45)4 G+ X- ^8 i4 Z2 B: T
straightness of structural member 构件乎直度(71)
6 ~3 B9 r. n z: X4 T7 w& Qstrand 钢绞线(2，)# x7 _, d) b) \9 w2 J
strength classes of masonry units 块体强度等级(44)
0 a7 F1 C8 p7 k- U4 p. ~: G' Rstrength classes of mortar 砂浆强度等级(44)
7 \ P2 e1 C, @2 d9 Lstrength classes of structural steel 钢材强度等级(55). W/ n/ N I( x# b+ `7 l
strength classes of structural timber 木材强度等级(66)( G5 A3 f) T X# M" G: |
strength classes(grades) of concrete 混凝土强度等级(29)2 u/ R+ U! q" D: k. @) g
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)
* G2 O' O& q, H: ^) D4 V5 R Sstrength classes(grades) of steel bar 普通钢筋强度等级(30); U- r2 d: y) s4 o( I
strength of structural timber parallel to grain 木材顺纹强度(66)3 n6 C8 m! r: c& I
strongaxis 强轴(56)
) o" P( {; Z! nstructural system composed of bar ”杆系结构(11)
' ]+ s! s. U* x* h3 y) V9 Nstructural system composed of plate 板系结构(12)
* j4 P! X1 q8 m0 P' @/ a8 W4 w7 Ystructural wall 结构墙(7)
% T7 } q' e( l7 f5 [3 @superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)6 i+ }# _# g5 v5 w7 S8 A* W
suspended crossed cable net 双向正交索网结构(6)' L7 {5 F3 y5 ]$ ] _) ?# u
suspended structure 悬挂结构(3)
, F. Y! j8 Q4 F+ t3 B8 A2 O7 Gswirl grain 涡纹(?1)
% O) ?% E4 e- L+ Q9 wT
+ ?/ h/ E: X$ o, y3 I: f( Ntensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
$ @- K& g- z' I+ O' C3 {tensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)" A( [/ t5 o* H1 t8 v' W0 Z. n; [- M
tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)$ I u$ i/ c$ K3 @: x" p1 W, p
test for properties of concrete structural members 构件性能检验(40)：4 z) O2 c$ l0 U' U' d( h$ \
thickness of concrete cover 混凝土保护层厚度(33)
) N6 y4 g1 H% s( \3 v( xthickness of mortarat bed joint 水平灰缝厚度(49)
; v9 b( m; k, H1 t' l/ Tthin shell 薄壳(6)# F1 B1 ]" ]( l D0 g( ?
three hinged arch 三铰拱(n)
~# F4 w( x4 I, u$ dtie bar 拉结钢筋(36)' \$ |. D: a7 j K
tie beam， ‘ 系梁(22)6 } D* N# t0 e; V9 a7 ~
tie tod 系杆(5)/ A c0 h8 K9 |( {% E9 g/ u& i0 L
tied framework 绑扎骨架(35)
0 R) ?( i' b9 y) L/ {, I7 Jtimber 木材(17)
' N; c- K( p1 f$ Ztimber roof truss 木屋架(64)9 w- N% q) H0 R, f( G+ ^2 E) h0 ?
tor-shear type high-strength bolt 扭剪型高强度螺栓(54)* G/ O5 P/ }6 c# n6 m) _% W
torsional rigidity of section 截面扭转刚度(19)
( x% y0 r3 ]0 B% _4 q+ P" _torsional stiffness of member 构件抗扭刚度(20)
/ A8 |" m. V5 M4 y8 @- @total breadth of structure 结构总宽度(21)% {9 I3 s2 p; e L* U) f2 z
total height of structure 结构总高度(21)
8 a+ k6 i! F# H7 I& gtotal length of structure 结构总长度(21)
1 ]( C% q% |6 T6 e' S% Otransmission length of prestress 预应力传递长度(36)8 u9 [# O3 t6 O. k4 M2 j
transverse horizontal bracing 横向水平支撑(4)
, R/ o r' P$ R; ]+ e |transverse stiffener· 横向加劲肋(53)* o/ U/ f2 o: l
transverse weld 横向焊缝(60): O9 D# r& p* c! r2 u7 X7 c, p8 F
transversely distributed steelbar 横向分布钢筋(36)0 m F# N) Q; |& Z/ \* Z; f7 K
trapezoid roof truss 梯形屋架(4)$ `6 i2 x& f' u$ o6 B+ p% F- E; [
triangular pyramid space grids 三角锥体网架(5), d" y- G6 q! l# b7 S0 n2 G9 z4 Y; i2 _
triangular roof truss 三角形屋架(4)* [ p& K, a* ~( {0 O/ t) w2 H8 k
trussed arch 椽架(64)
3 o7 l/ {' ]7 v% v* D8 a* Utrussed rafter 桁架拱(5)
$ t, x# i y. n4 F$ Y6 ?* {tube in tube structure 筒中筒结构(3)" y0 W2 l( B2 h& |% Y( |" A
tube structure 简体结构(2)
; x+ }7 ^, V, l0 W S. \- u0 l1 ptwist 扭弯(71), O; X; m/ p8 t6 v- Z
two hinged arch 双铰拱(11)
0 w, o9 Y5 o8 ~4 a) ]two sides(edges) supported plate 两边支承板(12)3 t# G$ j5 c8 e9 I; h% h
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
) z0 G. G& |0 C4 s1 xU 3 b) u+ S2 D5 D( y$ I; ~& B9 a; b
ultimate compressive strain of concrete’” 混凝土极限压应变(31)* c4 y( w) s6 a0 e# o' C u
unbonded prestressed concrete structure 无粘结预应力混凝土结构(25)
( M% Y; Z/ H9 m7 ^0 G4 E( }5 p. q8 wundercut 咬边(62)
+ n0 ?& a' q: H! R& L: Zuniform cross—section beam 等截面粱(6)0 q* H6 d. a2 {( Z* \5 G1 h9 Z
unseasoned timber 湿材(65)! f- m" z, U# ^: l B5 x4 U& L
upper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)6 z5 L7 z1 m- U( G, R1 \
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
2 k1 K. V/ N* ^( `4 VV
8 Q8 K% I# a0 f% Gvalue of decompression prestress 预应力筋消压预应力值(33)
8 R H) ]+ O" `1 I k' D L9 q8 nvalue of effective prestress 预应筋有效预应力值(33)
7 Y0 K4 Y O( y$ qverification of serviceability limit states· ” 正常使用极限状态验证(10)
3 w8 `. R j" N3 l8 a8 kverification of ultimate limit states 承载能极限状态验证(10)* ]3 G8 _3 H$ S Z
vertical bracing 竖向支撑(5)! L6 A- Y4 F9 t0 ]2 [
vierendal roof truss 空腹屋架(4)
7 n. I9 O! F3 Z8 n: k( Mvisual examination of structural member 构件外观检查(39)& W) C+ P8 q: S8 s. h+ a
visual examination of structural steel member 钢构件外观检查(63)
- G- l% C6 t" n c: Vvisual examination of weld 焊缝外观检查(62)
( o+ G; o. ~/ B! A$ YW ' K) Y, g1 I# T' ~7 C* c
wall beam 墙梁(42)
; h% x l' J1 @% |wall frame 壁式框架(门)
0 ]2 Z/ F4 S1 j0 r2 ywall—slab structure 墙板结构(2)
& X8 K# m) @5 ]7 @$ s) n$ Lwarping 翘曲(40)，(71)
! p( O2 `' x5 X2 H$ s* I- `( l0 [warping rigidity of section 截面翘曲刚度(19)% n+ r- s0 ~6 [, ]! q
water retentivity of mortar 砂浆保水性(48)
0 U/ K6 ` _8 b" F7 V8 W7 rwater tower 水塔(3)
/ m( |) ]% _" S& v; uwater／cement ratio· 水灰比(3g)$ T( T, ^1 y4 F6 S9 u
weak axis· 弱轴(56)
0 ?! ` T, c0 d9 ^9 ~% i+ Wweak region of earthquake—resistant building 抗震建筑薄弱部位(9)& o" m% Z2 E5 |% h
web plate 腹板(52)
6 q! U5 d9 E+ A3 d" M: O( tweld 焊缝(6[))
% m8 X6 B) ~& i7 _* _. wweld crack 焊接裂纹(62)& V- u i4 d; D: d; l
weld defects 焊接缺陷(61): Y* |+ J5 }5 W+ e3 P0 P+ {
weld roof 焊根(61)1 W# r& c! c& @; o& \- Z, g
weld toe 焊趾(61)7 o. J( [/ b4 \( G+ i! ^5 }0 N4 c
weldability of steel bar 钢筋可焊性(39)
4 F' N+ E& b* Lwelded framework 焊接骨架()' u2 q! z6 T) M8 Q
welded steel beam 焊接钢梁(
1 ]- J! ^" z+ v( J' r9 O( |welded steel girder 焊接钢梁(52)
; d( \9 h* ^8 m4 M" ?welded steel pipe 焊接钢管(54)* Y9 W- ~& }9 X7 Q$ x
welded steel strueture 焊接钢结构(50)
[( ^. ^, j0 `/ Zwelding connection· 焊缝连接(59)# r* V& b" Q4 k* K3 c Z
welding flux 焊剂(54)
1 o6 i2 o7 y& i, y: v# I5 s( Kwelding rod 焊条(54)) u/ V0 V* ?5 H3 s. H
welding wire 焊丝(54); q5 Y" v$ Z2 R
wind fluttering factor 风振系数(16)
# a3 Q Z* [( z0 twind reference pressure 基本风压(16)
M( d. J& y1 a* _, g4 R% o Lwind—resistant column 抗风柱(?)' Q: a: u* K5 a8 @* N
wood roof decking 屋面木基层(64)
4 I. k; ^8 U2 y5 g; w/ h( r" ]Y
B/ g8 c! n( K7 yyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点). m& p8 a2 W9 |5 B7 O
) X- }: C! K4 x- ~! ~1 R
————————————————————
& l0 ^) O1 ]5 K3 u5 M. \& a1 J9 t8 G0 z$ D
常用的景观英文
4 j. n, ]0 z$ c& }! D6 I
* u4 H7 |. Q6 |. J9 K7 o4 r& o4 A1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) 6 S' C+ L) b6 O+ J0 D! P9 W/ _9 v0 B
2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) 8 t5 A2 z7 `( D. |1 u5 X
3.商业中心入口 ENTRANCE TO SHOPPING CTR.
4 H! K; A7 d, b9 Z( }+ e: C4.水景 WATER FEATURE
5 T9 Q' ]& r0 M- y$ C5.小型露天剧场 MINI AMPHI-THEATRE
5 q+ X/ D6 H* Q7 z; \8 X6.迎宾景观-1 WELCOMING FEATURE-1
! Q F7 G1 i+ `! _* I7.观景木台 TIMBER DECK (VIEWING)
. F! P/ S' X) ^5 A: L6 g- O8 ?) @5 c8.竹园 BAMBOO GARDEN ' A% N$ U; D. `" d
9.漫步广场 WALKWAY PLAZA ' I: A6 x, T0 s3 K) [, H
10.露天咖啡廊 OUT DOOR CAFE
% S6 V3 |$ y& s/ w5 _) Z) V4 ^11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 7 L/ x9 n& Y l3 ^ X; E; X
12.木桥 TIMBER BRIDGE - ]8 j- @. `, a! q7 c) C
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE 4 ~. r0 ]. x' N9 [5 C% y9 L
14.吊桥 HANGING BRIDGE
9 _5 S" V' g# j; x' v& C* Z, S15.休憩台地(低处) LOUNGING TERRACE (LOWER ) 7 N( h( J, S5 Z- s; U8 H) y3 u
16.休憩台地(高处) LOUNGING TERRACE (UPPER ) 1 \( i: `! w3 @- y1 f( S
17.特色踏步 FEATURE STEPPING STONE
+ r" _0 E( _3 F0 l z* P+ {: W0 W18.野趣小溪 RIVER WILD
; T z( e5 i+ G1 y19.儿童乐园 CHILDREN'S PLAYGROUND 5 [" Z' {4 O) C- [6 I2 f/ m
20.旱冰道 SLIDE
4 F" b! ^* a+ U; V% M21.羽毛球场 BADMINTON COURT
5 p0 j* R7 M' @/ P22.旱景 DRY LANDSCAPE 7 y M- I% L G. F
23.日艺园 JAPANESE GARDEN ) n) Z" y" R* O; R# \
24.旱喷泉 DRY FOUNTAIN 1 E( g" Y, a- G( D& }
25.观景台 VIEWING DECK
0 g- i& a7 S4 ?/ T+ l" y8 s1 Z3 v26.游泳池 SWIMMING POOL
; x8 o2 m5 p; B: b: U6 b/ }27.极可意 JACUZZI $ ]6 Y) K* }9 t3 M# S
28.嬉水池 WADING POOL ' ]0 K$ i0 I# v( A+ w/ i, k
29.儿童泳池 CHILDREN'S POOL ' U9 c! z4 P) i3 s r
30.蜿蜒水墙 WINDING WALL
2 I4 G3 B. \, O# c# R3 f31.石景雕塑 ROCK SCULPTURE / E& L" @" J. R H. g4 n) o
32.中心广场 CENTRAL PLAZA
: [$ n9 Z: A# e/ g# k33.健身广场 EXERCISE PLAZA 7 m- P* I8 [/ X# \' b+ K. T
34.桥 BRIDGE
- }: Q" y( E/ e- O2 t, m8 w35.交流广场 MEDITATING PLAZA2 C5 C6 U/ i3 X' E4 b% N* V! ^
36.趣味树阵 TREE BATTLE FORMATION
2 z" T2 l" H) N) F37.停车场 PARING AREA
* A6 d* @0 P) u3 l% O a! {38.特色花架 TRELLIS " M& w- | K; x7 w+ N4 V; u I2 P" U
39.雕塑小道 SCULPTURE TRAIL' H* I) ^. C! y4 F
40.(高尔夫)轻击区 PUTTING GREEN
" W8 g0 ], u) j# z3 \6 P$ r41.高尔夫球会所 GOLF CLUBHOUSE 9 y9 Z& o( Y; k, ?% T* G: Z! P
42.每栋建筑入口 ENTRANCE PAVING TO UNIT u! G3 S8 o5 W1 P, f* O
43.篮球场 BASKETBALL COURT
_$ n$ r5 x3 B& ?3 f* e44.网球场 TENNIS COURT$ Z' y4 @ ~. n7 L) n
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER 2 s1 z+ _- ^7 @- }- |8 p$ `6 u
46.广场 MAIN PLAZA 1 u& y. ~8 p* q. n5 x4 ^
47.森林、瀑布 FOREST GARDEN WATERFALL 5 v* W2 T, ~ i
48.石景园 ROCKERY GARDEN 2 W; F) I& _) g& l+ D- [3 u9 V9 j
49.旱溪 DRY STREAM
3 V S8 V. g0 ]50.凉亭 PAVILION
# V9 x0 h' z5 \7 V3 Z3 W- D" b) ]51.户外淋浴 OUTDOOR SHOWER
q" t/ d: {# W! s52.拉膜结构 TENSILE STRUCTURE
( `1 c1 H$ l; a+ ], m6 u53.台阶 STAIR 6 v% J- B& G( Q% a' D
54.高尔夫球车停车场 PARKING ( GOLF CAR )
4 ?9 C* u4 C1 k+ K; j55.健身站 EXERCISE STATION
n( o% A J. [9 o9 }56.晨跑小路 JOGGING FOOTPATH
) M( ~9 c( u3 S) u; B8 p+ Z6 y57.车道/人行道 DRIVEWAY /SIDEWALK
2 }, }* v+ d. z1 G58.人行漫步道 PROMENADE 9 D4 {% F1 o8 ]3 |" F) K3 i
59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA ) , y* r7 n. _: T- f `( l
60.特色入口 ENTRY FEATURE * C( ^# ^6 m- d! \, N: ?8 g4 f- H
61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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1.自我介绍2.为什么报这个项目3.问了几个专业相关的问题4.反问
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