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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑
: P/ g+ W# }8 e* Y2 N2 T l8 _: s! H X5 r- J
分享，攒RP考试用
! E; c9 M A4 @1 o1 n- n不知道大家需要否，一层层贴吧:loveliness:
1 d' @4 X4 n1 j& r+ U————————————————————& |' Z7 n7 Y0 s7 H1 p; r6 `
常用的建筑词汇# P6 z4 [; M8 P9 H
( y8 `, X! `3 s L
A
: s& o3 R5 Y/ Q8 ~acceptable quality 合格质量 Z$ ^1 n9 N% _
acceptance lot 验收批量
- C8 b( o2 E) @8 g$ W4 vaciera 钢材
6 c8 e8 E# |- Nadmixture 外加剂
+ Y- j- k7 ?+ q7 {: Z& xagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数6 f7 l5 m0 t" h! ?! ^% g) g( R
aggregate 骨料
N0 ]# n+ _" n4 J+ w ] v; oair content 含气量
5 |7 J, i* B+ i& K" t% zair-dried timber 气干材0 K* c2 V* M. N7 N0 D1 v4 ]- I) T
allowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比" G2 X, Y+ o, U
allowable slenderness ratio of steel member 钢构件容许长细比 g* a1 s1 C/ ]+ ?4 A! e8 D
allowable slenderness ratio of timber compression member 受压木构件容许长细比
5 }/ ?% P3 w2 C! r8 m4 Dallowable stress range of fatigue 疲劳容许应力幅
1 t2 e/ P5 n- {% Q! K. M5 Sallowable ultimate tensile strain of reinforcement 钢筋拉应变限值3 y8 A' E9 u- o- V8 k
allowable value of crack width 裂缝宽度容许值* D8 [' ^+ X% {) ?7 b, w0 x4 ]0 P3 w
allowable value of deflection of structural member 构件挠度容许值
; J/ V7 T; ^1 P1 ^( p+ ]" @allowable value of deflection of timber bending member 受弯木构件挠度容许值) F5 e8 Z2 ]8 I) Q/ C! m
allowable value of deformation of steel member 钢构件变形容许值
7 J4 d# X! u* h9 H* S/ I) Zallowable value of deformation of structural member 构件变形容许值/ @/ s/ a8 P& J9 n; R7 K
allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
. V" \& L( B: a, pamplified coefficient of eccentricity 偏心距增大系数
7 s! o3 p) J0 lanchorage 锚具
3 x( I% W; a- w; Y2 Z; w. uanchorage length of steel bar 钢筋锚固长度, ^! q9 ^; Q8 ]
approval analysis during construction stage 施工阶段验算: k( o. \% m y( C6 j9 o+ j' d
arch 拱
1 Y* w9 | H! g4 Oarch with tie rod 拉捍拱! \, a& I" J i$ x/ @- N; T; G
arch—shaped roof truss 拱形屋架3 Z/ ~! W, A* `/ a2 C& J
area of shear plane 剪面面积% O; [3 y, w$ p
area of transformed section 换算截面面积 |9 |* N, q# u2 e$ G
aseismic design 建筑抗震设计* N; {. z$ X) z' o
assembled monolithic concrete structure 装配整体式混凝土结构" S z _ i B+ l* @
automatic welding 自动焊接& |$ c+ }& ]" J m8 G3 ^
auxiliary steel bar 架立钢筋4 @6 g' o/ A+ Q. @' l* G! K
B 9 A' y: Q) s6 e
backfilling plate 垫板- k7 E v' h% Z) f# y$ X
balanced depth of compression zone 界限受压区高度 Y/ R6 U6 u3 B5 a4 L& q
balanced eccentricity 界限偏心距1 P$ D; D6 E0 Q# \, D: C
bar splice 钢筋接头
( ?1 C. C; T* f4 z1 Qbark pocket 夹皮
P4 g: v1 |! D; q3 ^batten plate 缀板
6 S( I- b" q- U4 I* A8 D$ c: Fbeam 次梁
$ ]& s; {2 f0 k L6 ]bearing plane of notch 齿承压面(67)& z8 B8 x- \! |+ p8 P4 E' H: O( _
bearing plate 支承板(52)9 p% K Y) \' Q- W: D( D
bearing stiffener 支承加劲肋(52)
: \( U3 I6 L8 l1 n, Q$ s) Rbent-up steel bar 弯起钢筋(35)" q+ U" n+ B/ a9 s+ e8 Z$ d, z& D) U
block 砌块(43) O1 d& U& ^* q. B- L" P6 n
block masonry 砌块砌体(44)
( x" A2 ?% x) O% k8 dblock masonry structure 砌块砌体结构(41)
( a/ H- p o5 V# ~+ r, g; tblow hole 气孔(62)6 Z x( g8 G5 d! F C/ V
board 板材(65)' p1 D) J$ E# p q: j5 M0 K0 Q
bolt 螺栓(54)3 S- R, L' F7 @& ^+ z
bolted connection (钢结构)螺栓连接(59). u3 Z' M1 Y1 T8 H) }" {2 n
bolted joint (木结构)螺栓连接(69)
6 _. r; W z, ]4 u3 H5 P( Dbolted steel structure 螺栓连接钢结构(50)
+ ^- M; D. ~1 ^+ g" ?bonded prestressed concrete structure 有粘结预应力混凝土结构(24)
0 M( d' f5 k3 C4 m jbow 顺弯(71)
+ b4 e* ^" e' m& m; ^brake member 制动构件(7)2 I- n3 v/ c* r, i3 m
breadth of wall between windows 窗间墙宽度(46)
$ b8 a: b' B% E/ p& Fbrick masonry 砖砌体(44)
, p# b2 H x& X! abrick masonry column 砖砌体柱(42)" H9 p ]% _# \3 [
brick masonry structure 砖砌体结构(41)
2 I3 ~+ G; r% }( H( `3 i2 e9 V. Qbrick masonry wall 砖砌体墙(42)8 D8 }- H/ ?8 U' {1 ]
broad—leaved wood 阔叶树材(65)
( Y! c1 B1 b& g, d7 fbuilding structural materials 建筑结构材料(17)
+ |* D# w( B' b: E9 e% [building structural unit 建筑结构单元(
6 z* {: m/ V- a% D; M5 k6 z9 sbuilding structure 建筑结构(2* L# u& c5 t) c& H9 D9 t
built—up steel column 格构式钢柱(51
# [. Z' n% s( _- N- o G- K9 ~2 d, ~bundled tube structure 成束筒结构(33 L6 @2 Z3 M+ i5 E- Q1 C6 F/ U
burn—through 烧穿(625 t6 t2 I( @ A& t/ }
butt connection 对接(59, N$ ?" N! _( i
butt joint 对接(70)- {) Q# q. O8 X- U
butt weld 对接焊缝(60)
; B% _9 m' p5 sC & ?2 v4 @; Z. a* s& X
calculating area of compression member 受压构件计算面积(67)
- ?2 A/ V/ R$ W% _: Q8 |calculating overturning point 计算倾覆点(46)
2 F1 g, d8 F0 V! D( ]3 ccalculation of load-carrying capacity of member 构件承载能力计算(10)
& F, E, f( h- _' x% u( ~camber of structural member 结构构件起拱(22)( w5 t' ^( L0 Z
cantilever beam 挑梁(42)
$ f1 T) T6 J5 ~( L5 ccap of reinforced concrete column 钢筋混凝土柱帽(27)# V0 g' w9 G/ ]# T2 t: x& `+ V
carbonation of concrete 混凝土碳化(30)
; |2 t/ a# l. e0 C( E& q0 w+ ccast-in—situ concrete slab column structure 现浇板柱结构7 I# `7 q$ U! Q. ]% v, O3 a
cast-in—situ concrete structure 现浇混凝土结构(25)/ Q' @' L! w) O$ t) L
cavitation 孔洞(39)
/ C6 |8 ]$ [- S$ qcavity wall 空斗墙(42)6 Q9 A: W; ]4 A9 ]5 t4 L3 E
cement 水泥(27)
) m7 T* \; b! Q! \' U7 ~cement content 水泥含量(38)
# c! c% |8 o+ V" s# C# W5 m2 acement mortar 水泥砂浆(43)- \; A* ?8 H# u' O/ U1 ~# }+ B
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)3 Z6 k& F2 b8 l' j: c
characteristi cvalue o fwindload 风荷载标准值(16)$ E( X/ l) B# j3 M9 y1 k
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)
# ~9 b5 X0 d2 S# mcharacteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)
7 |. y; A1 m* W- [) kcharacteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)6 w3 s" ]# Z* G4 D' V
characteristic value of earthquake action 地震作用标准值(16)
8 l/ J: h4 X( m. g& Jcharacteristic value of horizontal crane load 吊车水平荷载标准值(15)
i) y0 r! {/ ucharacteristic value of masonry strength 砌体强度标准值(44), g) P/ N E3 E& f7 |! f
characteristic value of permanent action· 永久作用标准值(14)# @5 f$ D w; {2 Y3 M
characteristic value of snowload 雪荷载标准值(15)/ }. m9 s/ B: g5 X" V) x/ x
characteristic value of strength of steel 钢材强度标准值(55)) a4 d9 I) m; P2 z
characteristic value of strength of steel bar 钢筋强度标准值(31)
$ A |( s7 w/ s' icharacteristic value of uniformly distributed live load 均布活标载标准值(14)
5 Q+ ^: B9 I9 Kcharacteristic value of variable action 可变作用标准值(14)4 F N3 m. ?6 A& U) q- u- r# f! F2 c8 v
characteristic value of vertical crane load 吊车竖向荷载标准值(15)+ i0 m- O! ?, f: P2 B" K5 E
charaeteristic value of material strength 材料强度标准值(18)( E) a, m: x* Q4 Q5 I/ o9 F7 s
checking section of log structural member·， 原木构件计算截面(67)
: ]: H' T$ v0 q3 b/ h2 c- _chimney 烟囱(3)9 r: }) W8 }" K9 `" a
circular double—layer suspended cable 圆形双层悬索(6)7 y0 d, Z# Z! g# L5 ~- w
circular single—layer suspended cable 圆形单层悬索(6)
, G2 R; z R. O" K# S4 C) B) Ccircumferential weld 环形焊缝(60)! W# C" j9 P; \6 b0 t
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)7 {8 \- V' D; i- i6 R
clear height 净高(21)
! Q! q* u; K( X1 p, h. Z2 y1 oclincher 扒钉(?0) l* l+ Z7 A: f/ t/ C! w C6 e* ^
coefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)
" e+ d6 S: g, {3 mcold bend inspection of steelbar 冷弯试验(39)
+ Z) n7 \" E A$ t2 kcold drawn bar 冷拉钢筋(28)- z A; {! Y/ l
cold drawn wire 冷拉钢丝(29)
8 A6 L; A4 W+ qcold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)2 x' P6 i2 q2 |% t4 d6 q
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
, U9 q6 l* [! _1 ?+ I0 c, ^+ fcold—rolled deformed bar 冷轧带肋钢筋(28), [" s+ Q; N a$ x# `- @; H. Z
column bracing 柱间支撑(7)
/ i6 a* O/ ~8 H& {- Q( `combination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
) f- R& J3 u7 @5 R2 Acompaction 密实度(37)
0 T9 S- k* g4 l$ n- j4 gcompliance control 合格控制(23)
5 Z/ z& Q7 w7 |5 e/ j( ncomposite brick masonry member 组合砖砌体构件(42)
- o; \. x' o! ]5 U: u9 Ccomposite floor system 组合楼盖(8)# C. ^' ?8 T6 B+ @# I8 q
composite floor with profiled steel sheet 压型钢板楼板(8)
* |% X, W6 ^; v; f' y* ]* O7 tcomposite mortar 混合砂浆(43)& b( |: @7 U8 H6 {5 L* j, k! C5 z/ ]
composite roof truss 组合屋架(8)6 h2 D; b" `* k S
compostle member 组合构件(8)
! U( w j6 g6 Zcompound stirrup 复合箍筋(36)
+ ^& u% r* B: Y4 l5 g7 v" `compression member with large eccentricity· 大偏心受压构件(32)) @1 W3 ?7 D4 ?& n( T
compression member with small eccentricity· 小偏心受压构件(32)" C1 u+ l2 P& ?' y
compressive strength at an angle with slope of grain 斜纹承压强度(66)( J& E6 T* O) B* i- j5 C* o# b
compressive strength perpendicular to grain 横纹承压强度(66)
1 a U! E1 ?* i3 [concentration of plastic deformation 塑性变形集中(9)/ |4 s' _, A6 L$ N/ p2 q7 d$ f" \
conceptual earthquake—resistant design 建筑抗震概念设计(9)) e6 \# \: q; B* p. ^/ b
concrete 混凝土(17)
, A) [2 s5 A' K# F3 b; Oconcrete column 混凝土柱(26)% p/ j# q: R! W. ?: q
concrete consistence 混凝土稠度(37)
/ _8 [# }/ K3 y3 Uconcrete floded—plate structure 混凝土折板结构(26)
, {8 D X$ R r6 [concrete foundation 混凝土基础(27). t2 R6 I( A2 o8 y. @+ U7 U
concrete mix ratio 混凝土配合比(38)
# U: O! c% `+ r, tconcrete wall 混凝土墙(27)
$ o% y6 ?! v4 a8 k) ?+ Gconcrete-filled steel tubular member 钢管混凝土构件(8)- V L+ }3 q, m$ l9 z0 |
conifer 针叶树材(65)
) `. g. D) f$ zconiferous wood 针叶树材(65)
. N& c3 Q2 J6 f# Lconnecting plate 连接板(52)
7 ^, n! N1 B. f2 v, t$ sconnection 连接(21)
I/ K, y0 q; s; G% Y6 rconnections of steel structure 钢结构连接(59)
+ x, W& t$ e+ ?9 Fconnections of timber structure 木结构连接(68)
. q+ j) y) p" jconsistency of mortar 砂浆稠度(48)
4 \! [ L( g3 Zconstant cross—section column 等截面柱(7)) u, F& D8 S' D" c5 e: A8 `
construction and examination concentrated load 施工和检修集中荷载(15)* ] ~" V, y* X8 w* }$ z( A; i$ D
continuous weld 连续焊缝(60)/ c% P* a+ t6 Q6 y. z. O* J
core area of section 截面核芯面积(33)
& G1 |( t. i5 e# ?, Bcore tube supported structure 核心筒悬挂结构(3)
0 Z+ U# ?: v7 A3 D0 ccorrosion of steel bar 钢筋锈蚀(39)! p, t' {) d5 O% m
coupled wall 连肢墙(12)
* X( H/ d! O/ y7 o% e( zcoupler 连接器(37)
+ x, E4 P0 q! P6 C5 {% R+ F% hcoupling wall—beam 连梁(12)
* r& R1 N, j9 W% R% J9 q, Z" | lcoupling wall—column... 墙肢(12)' C! V) w% X0 A
coursing degree of mortar 砂浆分层度(48)
; l7 k; \+ E/ I5 P5 G/ Ycover plate 盖板(52)
0 o3 e* E% U4 B3 Q5 k- k- b9 j$ zcovered electrode 焊条(54)
" M) ]' B2 f$ scrack 裂缝(?0)6 f0 {8 z# z: [9 Q' g6 F
crack resistance 抗裂度(31)2 T# z. x7 N" @$ y/ E
crack width 裂缝宽度(31)
3 r7 L @- g- @/ |crane girder 吊车梁(?)( I9 a6 W8 ]7 s d5 E& h4 S
crane load 吊车荷载(15)7 {$ z& l5 S+ Z* ]
creep of concrete 混凝土徐变(30) _) I2 K% A$ Z8 l4 A
crook 横弯(71)8 _4 f ]0 f2 L* J5 _
cross beam 井字梁(6) c" s( W/ d6 e% l$ @
cup 翘弯& u/ e( m+ m5 _' g* ?( x
curved support 弧形支座(51)( Y# T4 v5 F8 r% [* _- G
cylindrical brick arch 砖筒拱(43)1 _. M" ]) F+ s% Z: v5 ?
D
2 G2 [+ L* W- f' s5 u) ?decay 腐朽(71)
. Z9 z! \3 Y# _4 K5 Wdecay prevention of timber structure 木结构防腐(70)
# Q; j3 ]/ |( wdefect in timber 木材缺陷(70)
3 Q( x1 V9 I# L9 Zdeformation analysis 变形验算(10)
' x M: l+ a! d- c2 U, jdegree of gravity vertical for structure or structural member· 结构构件垂直度(40)
6 @, n9 |* ?) f2 o+ \ U* ydegree of gravity vertical forwall surface 墙面垂直度(49)
7 q. y9 ]- k6 o9 tdegree of plainness for structural memer 构件平整度(40)" s8 @1 Z7 k/ s0 ^# T
degree of plainness for wall surface 墙面平整度(49)* k! j2 }5 X: K+ s! [2 I
depth of compression zone 受压区高度(32), H$ `4 \* G0 u! o J
depth of neutral axis 中和轴高度(32)" R8 i6 K2 E" @' s( `0 ?
depth of notch 齿深(67)
$ g0 }, F% `% ^. t. Jdesign of building structures 建筑结构设计(8)7 E( s$ t% L# ~
design value of earthquake-resistant strength of materials 材料抗震强度设计值(13 L' q$ i" n! j! S- V
design value of load—carrying capacity of members· 构件承载能力设计值(1" c6 Z' L% {' w
designations 0f steel 钢材牌号(538 a0 u# \- }9 L( g1 {, S# l
designvalue of material strength 材料强度设计值(11 y8 S% q5 C0 e7 y
destructive test 破损试验(40
; d) E; [8 Y. n4 Hdetailing reintorcement 构造配筋(35
; o% I% g; P% p4 J# _/ \detailing requirements 构造要求(223 A: D; `3 E; ~( v$ `" _
diamonding 菱形变形(71)
) F$ p) t8 n* u* [* S* b4 l) Zdiaphragm 横隔板(52
' I; F: w- i1 u0 Mdimensional errors 尺寸偏差(39)
( x3 B) N7 ^# W i1 m- Mdistribution factor of snow pressure 屋面积雪分布系数4 }9 B; E% c6 c o) o& S% G
dogspike 扒钉(70); Q4 T' T1 W3 ]
double component concrete column 双肢柱(26)' n% i1 M3 M% R
dowelled joint 销连接(69)% ]# Y" y; S7 h# t1 v
down-stayed composite beam 下撑式组合粱(8): L( o* g0 T2 x; Q" m
ductile frame 延性框架(2). w# u7 n" \" F4 o: t! _4 l" K
dynamic design 动态设计(8)" Y! S k+ i9 o9 p. \/ y
E 4 n/ K2 ^" ]. ?0 n: e/ [
earthquake-resistant design 抗震设计(9：
. v( g# V$ \" Searthquake-resistant detailing requirements 抗震构造要求(22)
( d' {! D# u$ r% R' aeffective area of fillet weld 角焊缝有效面积(57)) f% Y0 @$ @ M; |( n
effective depth of section 截面有效高度(33)
, M) i7 \/ K# F2 T; C1 {9 x% beffective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)
* ?! m% F0 J% l4 U, I0 T% Q2 B- @effective height 计算高度(21)
5 @% w) Y0 _0 }8 Q% J: s0 z/ Seffective length 计算长度(21)
5 n8 I0 C( W; V: |8 ]4 Z neffective length of fillet weld 角焊缝有效计算长度(48)
' l- C: H/ P' Feffective length of nail 钉有效长度(56)' k w0 Q ^: h( A4 R8 H# Z
effective span 计算跨度(21)
6 O [' F/ i5 H0 B) o9 Reffective supporting length at end of beam 梁端有效支承长度(46): R+ z" C v7 T1 y; t6 R. H
effective thickness of fillet weld 角焊缝有效厚度(48)5 e* K0 u- b; Z r$ ~2 A
elastic analysis scheme 弹性方案(46)
6 L1 a0 F* `, I6 ?, A1 Belastic foundation beam 弹性地基梁(11)5 Q' k6 z9 s; Q* F" w3 N7 s' i
elastic foundation plate 弹性地基板(12)
+ U8 v+ y$ C1 |4 V* z! I' Xelastically supported continuous girder· 弹性支座连续梁(u)
# ^) ?+ F5 t, H) O& A3 Nelasticity modulus of materials 材料弹性模量(18)% M5 N+ N& l+ y% n1 y, u
elongation rate 伸长率(15)' d0 |- _6 e% @1 y i
embeded parts 预埋件(30)2 d$ \7 Y2 V6 [+ O7 R6 K# m
enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)( T' c; V3 X0 L6 t% n( m
entrapped air 含气量(38)2 L6 z: D ~2 h( c9 s* b: b1 {1 E
equilibrium moisture content 平衡含水率(66)1 R a- M0 c9 H5 u' r
equivalent slenderness ratio 换算长细比(57)
2 x4 \& F, R& j `equivalent uniformly distributed live load· 等效均布活荷载(14)
0 c' P! F* p% g* L( I6 R- B; f9 @: Qetlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)! {+ H$ F# {- d5 U( g
ettectlve cross—section area of bolt 螺栓有效截面面积(57)
0 i5 v+ u/ v# e$ B5 ieuler's critical load 欧拉临界力(56)
4 y& Y/ ~8 v7 Weuler's critical stress 欧拉临界应力(56)
' j2 H$ J; k9 B# c/ L( wexcessive penetration 塌陷(62)6 x2 u5 K$ |6 l& ?2 Q
F
* U+ N3 d m' jfiber concrete 纤维混凝仁(28)8 o: |8 l2 M) l- I3 B1 R) y! f5 ]
filler plate 填板门2)& q, l5 o+ ~& d
fillet weld 角焊缝(61)( g, h/ Q8 V9 B1 a% y2 R
final setting time 终凝时间()% ?- x- u" Q( n, w2 K$ D7 K
finger joint 指接(69)
! [9 z$ Y% T2 ?4 ~. m2 Mfired common brick 烧结普通砖(43); T; l) ]# j1 l L
fish eye 白点(62)% j R) T. f- Q/ a
fish—belly beam 角腹式梁(7)
- `/ r3 F0 `2 h" }* |0 ~+ rfissure 裂缝(?0)" ^# T* {4 e0 f. v, N* W
flexible connection 柔性连接(22)" ?4 Y1 h! x+ L$ L* y# T5 |6 a0 o# ~6 M
flexural rigidity of section 截面弯曲刚度(19)
( E- N: o% \; Q1 ^; x0 M# m+ Mflexural stiffness of member 构件抗弯刚度(20)& m* n0 s3 n, p) q4 ?" }. P9 x
floor plate 楼板(6)
* z, Y' J6 }; F4 Y. C) [floor system 楼盖(6)# J; Y/ K+ |2 J. S% w! j' J
four sides(edges)supported plate 四边支承板(12), c) E: J; o s; D, \
frame structure 框架结构(2)
, K, U2 b- G1 d! z1 U* H5 C# v# @frame tube structure 单框筒结构(3)% m- X2 t$ J0 ]. q' ^: T0 z
frame tube structure 框架—简体结构(2)/ v* Q, u$ j# p" G! X7 ] z
frame with sidesway 有侧移框架(12)
' U$ x2 k1 b* p8 ?: Yframe without sidesway 无侧移框架(12)
- N! \; L' C, I( ~$ D5 wfrange plate 翼缘板(52)6 A$ |6 ]: f0 _
friction coefficient of masonry 砌体摩擦系数(44)
" b; ^$ M7 }, h$ R7 y% ?full degree of mortar at bed joint 砂浆饱满度(48)+ f, ~+ g# G; U4 a
function of acceptance 验收函数(23), j( W2 l$ C7 I, B
G ! q! `9 h# [5 w" Q& e
gang nail plate joint 钉板连接()
3 d$ J! Y) B& p7 z$ {. xglue used for structural timberg 木结构用胶
% |+ K X7 u6 R2 ^glued joint 胶合接头
/ l: T. \; k% u4 `) Pglued laminated timber 层板胶合木(¨)8 ^; e2 e/ S% Z1 N! ^3 Z" I% v
glued laminated timber structure 层板胶合结构‘61)* F$ s" W4 C: G4 Z3 V1 @
grider 主梁((㈠% h6 j- M% \/ g2 a
grip 夹具
8 }5 z' o5 [& g& N* w5 Dgrith weld 环形焊缝(6÷))
4 K: t+ z/ r: H/ M/ L7 Ngroove 坡口
8 d/ ]3 U8 `. c ?9 T: igusset plate 节点板(52)
! Y% _ d) Z! e! |! m3 VH
4 n5 ?: E. ?1 X$ ~% ehanger 吊环; C" u& [& b! i1 w0 I2 i- H
hanging steel bar 吊筋+ G5 x7 w7 b! C8 m: ?
heartwood 心材
/ a) A* E4 _2 s" D8 a$ |6 Y, yheat tempering bar 热处理钢筋(28). n0 L/ l$ @! C9 y
height variation factor of wind pressure 风压高度变化系数(16)
0 @" ?! j6 V( G- A+ l; f: {* U }heliral weld 螺旋形僻缝3 b9 g2 V+ X$ t
high—strength bolt 高强度螺栓
- p/ ]3 C8 G; M ^high—strength bolt with large hexagon bea 大六角头高强度螺栓
+ f/ F8 F0 f8 W) v# I+ uhigh—strength bolted bearing type join 承压型高强度螺栓连接，: H& ^6 Z4 Q; c# q' b
high—strength bolted connection 高强度螺栓连接- y( B$ @! E4 B; t' C! i
high—strength bolted friction—type joint 摩擦型高强度螺栓连接( i3 H$ s8 S, {' w3 u* I6 X* `
high—strength holted steel slsteel structure 高强螺栓连接钢结构2 C1 `" D0 v0 a! c4 `9 z
hinge support 铰轴支座(51)
/ M# l0 }1 W: |! G( jhinged connection 铰接(21)) L" {) X! K' ]4 ] @/ g5 [' j( R7 B
hlngeless arch 无铰拱(12)4 u+ i7 w' {, ]: |
hollow brick 空心砖(43)9 r [" C" v- i! l( e, C0 c. v
hollow ratio of masonry unit 块体空心率(46)
% U) h9 K2 |1 n3 Z( h4 }honeycomb 蜂窝(39)
3 [" M- b- |5 y) w x/ | M) _2 ihook 弯钩(37)5 D- l0 e/ A& N2 f, y' c
hoop 箍筋(36)
" ]) I! Y" J+ g5 _( nhot—rolled deformed bar 热轧带肋钢筋(28)' n8 d$ j. q0 }6 ?; A
hot—rolled plain bar 热轧光圆钢筋(28)
, M; O' r" G Z ]hot-rolled section steel 热轧型钢(53)
* Z @7 o9 f! Z$ X2 Ahunched beam 加腋梁(?)7 P$ o1 y; V0 S3 `. p9 a
I / |" e) M8 {, e! Z* n4 T; O/ e
impact toughness 冲击韧性(18)9 h" o# x! `$ ]" i" B% k
impermeability 抗渗性(38)
9 h5 ?* e. e% o% Uinclined section 斜截面(33)
0 u) B6 b6 ? @8 G2 B* K% p( winclined stirrup 斜向箍筋(36)
- d8 y1 \9 ~5 r0 v9 O- Mincomplete penetration 未焊透(61)0 [" R' I2 O9 w6 U, s
incomplete tusion 未溶合(61); _. Y! p9 {) ?+ Z' d; j
incompletely filled groove 未焊满(61)
# ?7 N E/ I7 c7 aindented wire 刻痕钢丝(29)6 `2 p" \! |. [& ]
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)
2 P- ~2 g. H$ Ninfluence coefficient for spacial action 空间性能影响系数(46)
' C. |& _' e$ S8 j$ {" minitial control 初步控制(22)- [ G) j( Z. y1 ]$ w
insect prevention of timber structure 木结构防虫(?o)
2 \0 _2 e) F# x0 L" `; m9 a, Tinspection for properties of glue used in structural member 结构用胶性能检验(71)
, v5 }0 N* ]" n ?- v0 G3 E, m) hinspection for properties of masnory units 块体性能检验(48)
~9 A F/ T, Einspection for properties of mortar 砂浆性能检验(48)
( ~; ?* F; S1 L* hinspection for properties of steelbar 钢筋性能检验(39)
2 Y6 u. W" c9 }& R* V- N: O! Aintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
. w8 w: h/ `9 J. fintermediate stiffener 中间加劲肋(53)
8 G, D# |, s' T6 x7 I* S' x6 x2 Lintermittent weld 断续焊缝(60)
$ F' r3 p; F$ Y' t9 G* XJ
% u/ F. B4 k; g t3 K' b6 ljoint of reinforcement 钢筋接头(35)
4 W! O8 Q6 _( N! vK + Z6 L; O/ n. s0 ~ q
key joint 键连接(69). L0 s4 G3 t2 u* o
kinetic design 动态设计(8)
1 h' F; r- b5 { ^. i3 `( y3 Cknot 节子(木节)(70)+ W4 v% }3 e" p4 V- U* d
L
" ]+ a/ z3 {, J# \4 c( [laced of battened compression member 格构式钢柱(51)
" ? V( Q- S$ placing and batten elements 缀材(缀件)(51)
- D$ y3 M$ ?3 T8 u3 [! a0 Placing bar 缀条(51)# d& q. \1 ~; K" q# L, m( l( E
lamellar tearing 层状撕裂(62)8 ~& ~7 x+ O1 G6 q& f/ M
lap connectlon 叠接(搭接)(59)+ P- S) H1 x$ `2 k8 L% c
lapped length of steel bar 钢筋搭接长度(36); t( Z3 x, N/ e; p( Q
large pannel concrete structure 混凝土大板结构(25)
. N5 M$ Q0 \* ^8 @$ s& [large-form cocrete structure 大模板结构(26)
+ r4 P8 ]- `; q5 s& y; g, ^lateral bending 侧向弯曲(40). s, o, c9 T5 J3 p5 T
lateral displacement stiffness of storey 楼层侧移刚度(20)( C0 U' q2 D8 [1 k
lateral displacement stiffness of structure· 结构侧移刚度(20)8 Q7 h+ }. d9 r
lateral force resistant wallstructure 抗侧力墙体结构(12)
- v1 d9 L8 X* o7 V7 b$ J' |leg size of fillet weld 角焊缝焊脚尺寸(57)5 f) R& }! E6 i( K& ^
length of shear plane 剪面长度(67)
$ L2 u1 v+ u7 | [% `lift—slab structure 升板结构(25)2 X# @% w/ l7 }9 ?$ P
light weight aggregate concrete 轻骨料混凝土(28)
7 h) A3 k8 D! R6 M$ E& F6 m* _limit of acceptance 验收界限(23)
" z. c& ^8 [! q2 r5 h; V5 `5 M! klimitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)' W1 ?7 u+ j; h4 z$ A } B! C, @7 A
limiting value for sectional dimension 截面尺寸限值(47)
3 w. W* M/ r n4 M# dlimiting value for supporting length 支承长度限值(47)! Z5 i1 e+ h) y0 A, X
limiting value for total height of masonry structure· 砌体结构总高度限值(47): l. W* `% L% ^, u% x/ ?: ^" X* e
linear expansion coeffcient 线膨胀系数(18)' M$ {+ [& t: x3 u7 P4 p8 a- @
lintel 过梁(7)6 r4 a" T) b% w4 ]7 y
load bearing wall 承重墙(7)
# u/ ]( P& K4 d1 |+ \% | Xload-carrying capacity per bolt 单个普通螺栓承载能力(56)
8 y) Q2 I) G! u. J& Rload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)
* O% k b$ ^" sload—carrying capacity per rivet 单个铆钉承载能力(55)$ \+ H, Y* O+ S* W0 v3 k
log 原木(65)" _* G& I; H3 @; F" S2 _ ]
log timberstructure 原木结构(64)0 w+ h5 A) c0 [ G9 x6 G1 G/ m6 C
long term rigidity of member 构件长期刚度(32)9 B: X: `6 `) Z+ G9 |0 [
longitude horizontal bracing 纵向水平支撑(5)) h: I( { g( O; ^6 J( D6 k5 K
longitudinal steel bar 纵向钢筋(35)
- g9 e. ]: @' U" Alongitudinal stiffener 纵向加劲肋(53)
8 V B+ E4 b3 {8 T& L4 D- {longitudinal weld 纵向焊缝(60); { c4 z6 T' J) g4 z
losses of prestress ‘预应力损失(33)
+ s: m4 t! B, k7 ~ _# O+ Slump material 块体(42)+ m: ?; C U( A
M 3 H# {7 T0 x: ~: F* i2 H
main axis 强轴(56)& [; @+ h- d6 y7 k( g1 v: E+ L- r
main beam· 主梁(6)
( _# v' d) X& i; y7 }8 P. ~major axis 强轴(56)& J1 L) [8 S8 @! ^) r4 A# u& b
manual welding 手工焊接(59)3 r( @/ @5 n) a) i
manufacture control 生产控制(22)
' y7 p ?2 {( R, A, _: `map cracking 龟裂(39)" M' f9 `! h% u& u( ^+ h; ]
masonry 砌体(17)
# D7 R/ \, a( X6 D: w7 gmasonry lintel 砖过梁(43)
K: Z- r0 V2 ^2 S) q1 ^& z$ Zmasonry member 无筋砌体构件(41)
& I9 c" T2 K, g! C# Y$ Imasonry units 块体(43)
6 Y) [) Y! r/ @5 ?! Qmasonry—concrete structure 砖混结构(¨). n* B$ f& Y' e% D. P( t
masonry—timber structure 砖木结构(11)4 j, U) U1 j& G$ b
mechanical properties of materials· 材料力学性能(17)
! ^0 U% U [# o4 x; Rmelt—thru 烧穿(62)
. O3 m; W: S0 i2 jmethod of sampling 抽样方法(23)
$ Y* Y* e, D) v7 c+ d+ ?minimum strength class of masonry 砌体材料最低强度等级(47)
/ H3 [% p$ x9 [9 Cminor axls· 弱轴(56)
# q7 k5 o& y. i {, `mix ratio of mortar 砂浆配合比(48)
+ I& n/ S( n4 z; x$ }mixing water 拌合水(27)1 J& F0 n `2 x8 \6 `
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)
/ B; {0 f3 d% Z5 f i' j# _modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
. Q2 Z) E- R4 J0 I- m* smodulus of elasticity of concrete 混凝土弹性模量(30)
* g" R# J/ F5 R8 F: ^' lmodulus of elasticity parellel to grain 顺纹弹性模量(66)
+ U7 H7 c ` Y' R1 V/ }$ Emoisture content 含水率(66), A9 A9 U3 {$ ^- r$ r3 n2 w7 ~
moment modified factor 弯矩调幅系数
' h5 B) u7 s8 G9 A6 q# F1 l8 smonitor frame 天窗架# \) B. c( U3 K' {: S
mortar 砂浆# k) l7 ^& X3 o1 ]2 V% \3 y# u/ J
multi—defence system of earthquake—resistant building· 多道设防抗震建筑3 `. i; s& r" c) z2 B/ w1 \. J
multi—tube supported suspended structure 多筒悬挂结构
- B/ D. ^- c5 E. d6 M3 w( oN
( R7 ?& `3 l9 z. Qnailed joint 钉连接，& o& d! |, s8 i. M, f V
net height 净高l# z1 [" G$ C/ N7 G: u+ _4 a# [
net span 净跨度
! r+ l! l4 i2 D K5 B1 pnet water／cementratio 净水灰比5 p3 t% I& X$ k6 I/ T7 P7 d' ?7 S
non-destructive inspection of weld 焊缝无损检验
! H, P2 @6 j; @% x7 q6 Z6 X! N& qnon-destructive test 非破损检验
4 ?8 {! a( G9 Dnon-load—bearingwall 非承重墙
# A/ E9 K4 W+ }+ z, pnon—uniform cross—section beam 变截面粱
$ w T5 N4 W# a5 w1 o. qnon—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数* L3 d* U+ l2 H8 s, g& H! {; C
normal concrete 普通混凝土1 @/ K6 A' o' { W1 j( V
normal section 正截面) Z: T/ g: X2 u$ ?4 j, K3 e
notch and tooth joint 齿连接" [& h2 z5 _- E T- f
number of sampling 抽样数量* u4 a! J* [3 O, d; }" a# |+ M
O
# ?% M9 K3 I7 |3 @. s/ Y3 eobligue section 斜截面3 a* Y5 @& M0 `+ ]. p
oblique—angle fillet weld 斜角角焊缝* [' B% K( r' M! v% `( @
one—way reinforced(or prestressed)concrete slab‘‘ 单向板
+ W F* \& x% u. U9 ^ ]9 Popen web roof truss 空腹屋架，$ j" V0 n+ a* C8 L8 N' u
ordinary concrete 普通混凝土(28)
/ G# ~5 ?* }& Q. cordinary steel bar 普通钢筋(29)
' B7 Z) Q. N% P+ Z- k. _orthogonal fillet weld 直角角焊缝(61)
$ a; {" k% B Y& v# f/ c, S6 Aoutstanding width of flange 翼缘板外伸宽度(57), v* l Z: u/ W E* p" } z1 t
outstanding width of stiffener 加劲肋外伸宽度(57)
) ^' e o& M1 H' y/ k: n% sover-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58) T6 G/ a$ K! K/ p, O$ s
overlap 焊瘤(62)! i) ^; k* f& D! z, h* t
overturning or slip resistance analysis 抗倾覆、滑移验算(10)
! @1 l. m0 U$ S' [1 mP
+ C4 `( I( a0 I! A' C5 Vpadding plate 垫板(52)
3 R X( `6 ~: I2 U! K8 \partial penetrated butt weld 不焊透对接焊缝(61), n$ R( ~7 [4 `8 t
partition 非承重墙(7)# R0 Q6 _* ^4 k1 V6 D
penetrated butt weld 透焊对接焊缝(60)
J# a e+ m# @' Z0 u: L apercentage of reinforcement 配筋率(34)$ D N' d" L8 [; \" V$ x6 _
perforated brick 多孔砖(43)
( o V4 n6 j( Ppilastered wall 带壁柱墙(42)
) j* q" C/ O8 [' ]) t( T) |4 _pit· 凹坑(62)
; [: |7 O& I' p1 I7 lpith 髓心(?o)) H R; e" N9 U$ t, Z
plain concrete structure 素混凝土结构(24)
$ q2 q0 a8 j' O" \3 N4 @9 @9 splane hypothesis 平截面假定(32)
5 F' s. T" y' Z4 |3 Kplane structure 平面结构(11)+ d8 [. t* g! @6 S3 v
plane trussed lattice grids 平面桁架系网架(5)
3 Z% o; G: n$ W7 e; m, bplank 板材(65)
2 Z# T6 s( p' j" Q; Fplastic adaption coefficient of cross—section 截面塑性发展系数(58)
0 }3 e( H( x1 L4 P/ B/ Dplastic design of steel structure 钢结构塑性设计(56)+ N, C+ g$ M& V# ]8 r
plastic hinge· 塑性铰(13)3 s: ]& W2 ^& X& k) z4 {
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)$ K9 h4 f' ~/ z6 x+ d
plate—like space frame 干板型网架(5) a: A5 v. L2 ^
plate—like space truss 平板型网架(5)
. i* [( n+ o6 ]- ~0 B+ Pplug weld 塞焊缝(60)4 h, z* C+ D& @8 a& {! d
plywood 胶合板(65)
- \# k( V8 V# w8 G- H! P" tplywood structure 胶合板结构(64). n9 P9 t2 n! T T1 e( _0 e
pockmark 麻面(39)
# g* S, j4 g; |$ c1 a0 T' u0 b/ }polygonal top-chord roof truss 多边形屋架(4)7 i, c9 g7 ~5 M* E+ q/ U
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)8 J9 ^: G7 D0 t6 k) h4 h8 a( F
precast reinforced concrete member 预制混凝土构件(26)
; a3 R6 P; ~. K. `& Gprefabricated concrete structure 装配式混凝土结构(25)6 I) x& D, S5 Q! Y7 m
presetting time 初凝时间(38)
2 O" i, h- T( b3 m7 m- h kprestressed concrete structure 预应力混凝土结构(24)
2 Y5 l7 A9 T, Y$ }5 Q: f7 S) `prestressed steel structure 预应力钢结构(50)- X$ [1 l! y0 {4 q
prestressed tendon 预应力筋<29)! P9 G3 I9 N$ G' _1 A" P% v
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)
9 f/ v3 g/ T" C! Y# y" f- Jprimary control 初步控制(22)
( w- X3 C7 @, C. W7 v$ ^0 Rproduction control 生产控制(22)
7 S' S N* t% {properties of fresh concrete 可塑混凝土性能(37)2 I$ @3 X# H( ?2 N4 D
properties of hardened concrete 硬化混凝土性能(38)
; R6 h9 E0 f; X' U5 jproperty of building structural materials 建筑结构材料性能(17); }: m" ?6 a" e* _ g# C
purlin“—””— 檩条(4)/ ~ b7 [2 @& [+ s4 K7 g& c
Q
9 A! \6 d1 n2 g! v Yqlue timber structurer 胶合木结构(㈠) L3 c" T6 x4 w
quality grade of structural timber 木材质量等级(?0)
% J. A/ j9 c2 g7 M* @$ Tquality grade of weld 焊缝质量级别(61)3 a" @, L( P9 w+ Z7 A# E5 r0 x
quality inspection of bolted connection 螺栓连接质量检验(63)6 W$ [) i2 H* n4 F. D2 F
quality inspection of masonry 砌体质量检验(48)6 B3 Z- _1 |1 G
quality inspection of riveted connection 铆钉连接质量检验(63)
/ B4 o' Y" @' m- D5 f5 Dquasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15)
% D" p6 @; j2 ]& }" o- `7 XR $ Q* v9 t& _( D% B+ S4 Z! L5 ^
radial check 辐裂(70), d3 m8 W! l' ?; X: M9 D
ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)
6 K. E) {. R- r; tratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
+ x0 v3 E$ P7 c/ sratio of reinforcement 配筋率(34)
3 i7 Z3 B! K% |4 B6 xratio of shear span to effective depth of section 剪跨比(35)
; h8 ~4 Y7 e& L X: nredistribution of internal force 内力重分布(13)
" T8 V, l! ]# |: {3 m' c, Greducing 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)9 o4 q% A7 T6 b! N" N2 S
reducing coefficient of liveload 活荷载折减系数(14)
; B: T0 _. J0 ^9 d8 ireducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
+ v$ u) B: P0 d+ e. b2 Bregular earthquake—resistant building 规则抗震建筑(9)8 G0 O) Z* s2 Z2 U) }" f4 v
reinforced concrete deep beam 混凝土深梁(26)1 i8 ^/ T$ E |* m
reinforced concrete slender beam 混凝土浅梁(26)7 x5 p2 x9 [ c& |1 x
reinforced concrete structure 钢筋混凝土结构(24)
* {" _ H L; creinforced masonry structure 配筋砌体结构(41)& ]+ F8 b: y" |* J$ q3 r4 n& q% R, r
reinforcement ratio 配筋率(34), D+ X u1 _9 i+ d) E' K
reinforcement ratio per unit volume 体积配筋率(35)
) u+ S$ j4 N4 v% a: O2 N2 ?2 nrelaxation of prestressed tendon 预应筋松弛(31)
! t p- j; B% H8 g: h1 ?representative value of gravity load 重力荷载代表值(17)
7 q5 o1 L. j0 y% j+ ], v& F' D, Jresistance to abrasion 耐磨性(38)
: d5 M# m0 i% k% C/ d3 I" {resistance to freezing and thawing 抗冻融性(39); U$ p s' [7 i1 V1 Q; R& n
resistance to water penetration· 抗渗性(38)" V% D3 G' r. s
reveal of reinforcement 露筋(39)
2 C" E A% A$ T# N3 D# t6 Qright—angle filletweld 直角角焊缝(61)
5 k! @8 \7 v+ `1 p" yrigid analysis scheme 刚性方案(45)6 ]7 P% y; n# t) r& m9 q
rigid connection 刚接(21)
2 i. s1 _, O7 F2 r2 u h, H/ O- Prigid transverse wall 刚性横墙(42)
$ o$ h0 t% |/ t3 F7 k) Yrigid zone 刚域(13)
, \' j- k* S9 x! {3 P- grigid-elastic analysis scheme 刚弹性方案(45), Y) K8 [/ E! X5 ?' A( |
rigidity of section 截面刚度(19)/ M0 B% \- D1 l
rigidly supported continous girder 刚性支座连续梁(11)# u9 Q2 V; q E- z+ y7 @
ring beam 圈梁(42)
* e3 h0 n& T+ G( u% g& {) lrivet 铆钉(55)% k9 l" ^ s2 @3 Y$ \6 `5 `# m
riveted connecction 铆钉连接(60)& U; S: V5 _& m
riveted steel beam 铆接钢梁(52)/ Q2 }( M+ }3 p5 o: L& c q
riveted steel girder 铆接钢梁(52)
4 X. p& K, K- L0 h, Criveted steel structure 铆接钢结构(50) l% I. C) }0 B" h
rolle rsupport 滚轴支座(51)& v3 N, R8 v% h- T( e
rolled steel beam 轧制型钢梁(51)
& ^4 Z' N G! ^: sroof board 屋面板(3)
% T/ |9 {" p$ v; x5 j2 kroof bracing system 屋架支撑系统(4): W7 A( z/ T- j( N7 a3 N; j
roof girder 屋面梁(4)$ g: y' T/ D) `1 N6 q! {: d
roof plate 屋面板(3)8 I* Q! I3 b9 J/ o
roof slab 屋面板(3)
6 \- j7 ~$ i5 A* U6 Hroof system 屋盖(3)7 B2 N" M: r3 N# h7 Q- H
roof truss 屋架(4)
0 ]% y5 }# ]# Jrot 腐朽(71)5 c8 w& j) Z7 M0 P; \
round wire 光圆钢丝(29)
; Z6 f5 J& y" d0 ?. b9 r. J. Q0 l; ?& fS / a' F) |8 l- T! h3 d" Y
safety classes of building structures 建筑结构安全等级(9)
0 v8 G$ S! v- r% G- r/ U" u; Msafetybolt 保险螺栓(69)0 x" H( @5 F4 @4 a: s: L
sapwood 边材(65)4 w' R- q' R- k% j
sawn lumber+A610 方木(65)& r9 P H$ T( `1 A8 e
sawn timber structure 方木结构(64)/ m% v9 r" h: O* S; E! p
saw-tooth joint failure 齿缝破坏(45)
" i/ c7 c1 G$ T6 iscarf joint 斜搭接(70)
$ }$ T* v/ i7 \3 y/ G" z4 Bseamless steel pipe 无缝钢管(54)3 ^) P" v2 @4 S: ^# q. v$ s
seamless steel tube 无缝钢管(54)8 I# a) S: S. [
second moment of area of tranformed section 换算截面惯性矩(34)- v l+ _& `% H8 o0 h
second order effect due to displacement 挠曲二阶效应(13)0 M9 @; t$ q/ x$ z
secondary axis 弱轴(56)2 i) q) z3 A7 J+ c' _$ D+ s! C
secondary beam 次粱(6)7 J8 x) `! Y& K. G) \
section modulus of transformed section 换算截面模量(34)8 ` N h8 x* p& v3 h4 D* f+ i8 V5 g
section steel 型钢(53)
! U4 i6 c3 x! j3 ]/ Y/ R& {semi-automatic welding 半自动焊接(59)
( f3 L5 H- V/ ~0 E+ Nseparated steel column 分离式钢柱(51)
$ t5 r/ I4 U* C h/ S a8 _setting time 凝结时间(38)- A1 }/ F. r( e/ E! ~2 S
shake 环裂(70)
) n8 {) R' U; ^* B! J( L# mshaped steel 型钢(53)+ l2 G7 }8 s2 A( q7 t8 v* B3 K
shapefactorofwindload 风荷载体型系数(16)! K5 [0 [3 ?1 o! y3 i+ k8 W
shear plane 剪面(67)6 J" K* \# }) X# L& N
shearing rigidity of section 截面剪变刚度(19)
9 q/ n/ p; v3 f* `+ v& Y% u; lshearing stiffness of member 构件抗剪刚度(20). Z1 u$ d( y' j' D3 y6 J
short stiffener 短加劲肋(53)( b1 S5 V& D/ A7 \) q
short term rigidity of member 构件短期刚度(31). C7 t0 Z. g2 E; U1 f! l
shrinkage 干缩(71)( I' i$ H$ D T4 R
shrinkage of concrete 混凝干收缩(30)+ {0 B0 Z& g @; E; ^, v. {
silos 贮仓(3)" Y2 v% H6 M/ o) y) \% _" G O
skylight truss 天窗架(4)
7 w1 I- ^0 w) R: R2 w2 e2 wslab 楼板(6)$ m' J# _* |" l6 {
slab—column structure 板柱结构(2)3 s) x6 C; z/ `7 T( Z+ T) E
slag inclusion 夹渣(61)1 E7 o1 @8 A/ b( a% b. }5 R
sloping grain ‘斜纹(70)
! t* W/ M( C. p/ A, K( F% y- Nslump 坍落度(37)
' j+ j: ~/ o9 D& y8 Csnow reference pressure 基本雪压(16)- ~6 [! e% H! t: ~
solid—web steel column 实腹式钢柱(7 m( U- p# }' u r4 g
space structure 空间结构(11)
1 ^! i) ]2 [9 q, Jspace suspended cable 悬索(5)
, Q) ~. f' V( o% wspacing of bars 钢筋间距(33)
! u0 M7 Q( k: I3 r: J% kspacing of rigid transverse wall 刚性横墙间距(46). S4 c1 g6 C* {8 W [. ^; N
spacing of stirrup legs 箍筋肢距(33)
- |8 i8 i6 c. S- P8 G" M! r& aspacing of stirrups 箍筋间距(33)
, t* Q) i; E1 D7 wspecified concrete 特种混凝上(28)
+ ~2 p; |( `8 h5 F* Q4 V: l5 Cspiral stirrup 螺旋箍筋(36)
$ L& q: T: N: o* }) `spiral weld 螺旋形焊缝(60), Y! E6 G* F0 a% [
split ringjoint 裂环连接(69)
/ L/ M R9 h) ~! B6 ~$ Ssquare pyramid space grids 四角锥体网架(5)
; K* P/ b. S9 N% U% m' O3 x5 [( l0 z' jstability calculation 稳定计算(10)
2 s* T2 y( i) f+ M# d3 [' J+ cstability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
/ {+ o2 `$ X! Y- M0 ]3 B$ pstair 楼梯(8). G) l" ]0 M# z, x" O2 c/ r$ f
static analysis scheme of building 房屋静力汁算方案(45)& ~4 F: K% G- M. d% f& U
static design 房屋静力汁算方案(45)
+ d/ B" y3 C, U9 gstatically determinate structure 静定结构(11)
! p$ K0 `5 M. X; Qstatically indeterminate structure 超静定结构(11)0 _; P5 i! w; D* I
sted 钢材(17)5 N& v9 P, \- }
steel bar 钢筋(28)6 Y V9 _4 @& c( a( x6 I7 x4 }
steel column component 钢柱分肢(51)
& B) D& T( J/ B% ]' ?/ ssteel columnbase 钢柱脚(51)
* Q3 B9 e5 k. j `3 q+ r8 ksteel fiber reinforced concrete structure· 钢纤维混凝土结构(26)$ z! W2 ]: h* U2 C6 F$ H7 q
steel hanger 吊筋(37)
8 ~- ~2 f/ Y" f% B1 Q8 nsteel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)
8 ]8 f4 `. u0 u, S9 y2 j, l( ^- }$ @steel pipe 钢管(54), O9 x4 I6 J5 W0 }2 v/ L
steel plate 钢板(53)' T: F5 Y% U$ t1 }; D
steel plateelement 钢板件(52)
$ h% r6 e* V! x; Jsteel strip 钢带(53)
, l; o5 z$ V! c1 m& _" |steel support 钢支座(51)
0 Y( Q4 [& \* D6 gsteel tie 拉结钢筋(36); r+ K/ }2 K0 l+ U
steel tie bar for masonry 砌体拉结钢筋(47)" T) H1 {8 ~. P% G1 h5 N
steel tube 钢管(54)
8 ?! G( q1 {* o/ X( ]$ isteel tubular structure 钢管结构(50)
1 F* Z# B. ]1 r8 Osteel wire 钢丝(28)
( d% p# K4 J, m! N3 F& r& \$ _! Rstepped column 阶形柱(7)0 l l/ `. m% b& }# i
stiffener 加劲肋(52)
0 Q9 z' U/ i) {; Wstiffness of structural member 构件刚度(19) A3 W" `; |% g7 ]; E
stiffness of transverse wall 横墙刚度(45)% h7 x! r1 M( q& A: z
stirrup 箍筋(36)
' D5 e! k6 S2 ? P Vstone 石材(44)
& {. `7 ]% D; ?& j; bstone masonry 石砌体(44)3 I G- r4 |6 g+ H4 P+ @, T8 w
stone masonry structure 石砌体结构(41)( Q% l' k/ x: R% l" [ \
storev height 层高(21)
3 e% O1 q) s& a9 B! U+ d! Pstraight—line joint failure 通缝破坏(45)
9 H8 c2 `4 e' Lstraightness of structural member 构件乎直度(71)
% _3 K8 S! r0 }% B# O6 ?strand 钢绞线(2，) z3 ?% a3 z6 O+ |# c
strength classes of masonry units 块体强度等级(44)
2 v# X9 y/ L5 Y5 z$ c pstrength classes of mortar 砂浆强度等级(44)
' T4 V: m3 J8 f. ?. w& x" V+ |& Rstrength classes of structural steel 钢材强度等级(55)
d/ c/ }) [4 R( Bstrength classes of structural timber 木材强度等级(66). q5 G3 y; s4 q. q* K* ]
strength classes(grades) of concrete 混凝土强度等级(29)1 G n8 C$ \) w* b7 L4 N% @
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)
5 W* U3 |8 g6 P+ y5 C% Rstrength classes(grades) of steel bar 普通钢筋强度等级(30)3 Z% E5 o1 B" c% v
strength of structural timber parallel to grain 木材顺纹强度(66)
- X6 t/ f5 Q4 P1 Z+ _$ g1 l' w7 ^6 gstrongaxis 强轴(56)! t* U3 i4 v, u4 X6 r8 p
structural system composed of bar ”杆系结构(11). o5 V8 [% p/ w- E
structural system composed of plate 板系结构(12): c: Y2 w" u2 |2 b6 z+ t, j
structural wall 结构墙(7)* Y0 F8 F7 Z) U, ^& V
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
1 A! h6 U# a8 C3 n0 v$ J1 S7 ~" {# tsuspended crossed cable net 双向正交索网结构(6)
7 i/ M/ A+ }( y8 g7 {suspended structure 悬挂结构(3)$ w* x+ s5 ?2 @
swirl grain 涡纹(?1) D- q, \5 }+ `6 c) W( I
T
; Y: u$ @; L/ ~- ?, Gtensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
* `7 k6 k1 C2 M8 |3 M7 ^8 i: Otensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)$ U' y$ d: h1 ~7 m3 e( T
tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)5 x* x" N, z4 u) U7 ]2 ~
test for properties of concrete structural members 构件性能检验(40)：
4 e, D; p V* s' C* q1 F4 Gthickness of concrete cover 混凝土保护层厚度(33)
) u# F- a) c8 x' u4 Lthickness of mortarat bed joint 水平灰缝厚度(49)
' I9 s5 n1 z1 Mthin shell 薄壳(6)& |& i* B s2 ?
three hinged arch 三铰拱(n)6 R$ b% g8 E9 q$ v2 {
tie bar 拉结钢筋(36)
8 H: c& H( x# ctie beam， ‘ 系梁(22)
5 M6 y6 O& U) Z. Ytie tod 系杆(5)0 f6 O; j) g3 a, N3 W q; E$ Y* u
tied framework 绑扎骨架(35)9 w3 b/ ?! \$ `& b B4 T0 t
timber 木材(17)
$ a2 N& a3 z5 E1 q4 utimber roof truss 木屋架(64)
$ J& E4 ~! n! {8 W; Q; N$ Vtor-shear type high-strength bolt 扭剪型高强度螺栓(54)3 i/ ^1 O, X5 G/ X
torsional rigidity of section 截面扭转刚度(19)4 t) \" W o/ |1 B8 R' A8 g
torsional stiffness of member 构件抗扭刚度(20)" c4 {! P9 Z- ~ ?. R+ P! u" ?
total breadth of structure 结构总宽度(21)
- s& o' B" S; f7 L- n/ A0 jtotal height of structure 结构总高度(21)
( @" u1 D6 b" btotal length of structure 结构总长度(21)1 \' d& U" c! N# R
transmission length of prestress 预应力传递长度(36)
: h3 ?7 _1 I/ Ktransverse horizontal bracing 横向水平支撑(4)
) X: K! Y& @" b* a: Ptransverse stiffener· 横向加劲肋(53)
; q r7 L: ^* u/ t- Otransverse weld 横向焊缝(60)
5 K0 K4 v; S, u: K- x: {5 b Ptransversely distributed steelbar 横向分布钢筋(36)( l3 N/ L7 @6 v4 _- _! h9 r
trapezoid roof truss 梯形屋架(4): Q ]( a6 g; z& k$ k
triangular pyramid space grids 三角锥体网架(5)
8 H9 D) B, V. i; w7 `, Etriangular roof truss 三角形屋架(4)
* \7 ~; |9 U) r4 W. C2 ctrussed arch 椽架(64)
4 C! t; C$ q) t7 {4 z; ]trussed rafter 桁架拱(5)
& [4 P, K6 |$ T; rtube in tube structure 筒中筒结构(3)
* B, j& P$ t% A, O8 K# R4 Dtube structure 简体结构(2)
; M2 O2 y# o9 ?# z6 Rtwist 扭弯(71)9 f) z, d, b4 x8 K
two hinged arch 双铰拱(11)
! U1 t/ m9 B# Z/ l( s2 \" r3 [) Itwo sides(edges) supported plate 两边支承板(12)$ q2 e, }# u. J( ?/ E' Q
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
$ w1 T7 a# T0 v" uU ! |3 |( l9 r0 Z9 w) r- T1 Q5 c: G- }
ultimate compressive strain of concrete’” 混凝土极限压应变(31)0 }1 {! @ ~0 C/ G' a
unbonded prestressed concrete structure 无粘结预应力混凝土结构(25)* B% m9 B/ K2 y7 s
undercut 咬边(62)2 H% m9 H; F5 D, E
uniform cross—section beam 等截面粱(6)$ b+ `2 h5 \( W2 U: C( b
unseasoned timber 湿材(65)
$ o% u# ~/ b( E, G3 Wupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45)
9 ~' n7 G3 J6 V6 G1 i" r. G: w. Tupper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
3 @8 A' e* z% D4 mV
8 H% W b) ^5 q; x% j( @' fvalue of decompression prestress 预应力筋消压预应力值(33)2 j+ B2 _' n# i. r
value of effective prestress 预应筋有效预应力值(33) k1 s! P$ h! o8 R9 y
verification of serviceability limit states· ” 正常使用极限状态验证(10)
$ n! P- M: H. r( O. Bverification of ultimate limit states 承载能极限状态验证(10)
' L, `8 |" d4 {vertical bracing 竖向支撑(5)* e P/ C7 Z" m+ r
vierendal roof truss 空腹屋架(4)1 ^! ^& X0 `1 j) S& ]- o; g0 X9 @
visual examination of structural member 构件外观检查(39)
5 ~. }. r6 Y( Yvisual examination of structural steel member 钢构件外观检查(63)
0 o, o; ^# b+ s. B& Rvisual examination of weld 焊缝外观检查(62)8 o; }7 a9 ?9 |( O! _
W
( J4 e# N* r. d2 Z7 Wwall beam 墙梁(42)1 ]. Z" U9 I; z4 @/ q
wall frame 壁式框架(门)
* i8 O8 d: O, ?9 K7 A' r. N) s& Kwall—slab structure 墙板结构(2)
0 o3 N k( E/ `$ X z* O! iwarping 翘曲(40)，(71)
+ s/ @$ k" d$ I* Dwarping rigidity of section 截面翘曲刚度(19)/ s* @0 q1 C: l* ?0 r, H! V& P
water retentivity of mortar 砂浆保水性(48)7 D& b* K T z
water tower 水塔(3)
: N @ u% H0 \% f Z) dwater／cement ratio· 水灰比(3g)
, b: G C$ B1 [2 oweak axis· 弱轴(56)' i' @2 p2 P w) Y
weak region of earthquake—resistant building 抗震建筑薄弱部位(9)" @8 J+ d1 e$ @
web plate 腹板(52), t9 T5 [* \1 ^: f
weld 焊缝(6[))
1 E* ]" I5 T, k) ?weld crack 焊接裂纹(62)0 K; f5 @; R) s* H" p
weld defects 焊接缺陷(61)0 |) O/ w/ @) y! m, W1 Q3 T
weld roof 焊根(61)
2 ?; _% l4 l2 L6 J- J; hweld toe 焊趾(61)0 \! S1 H) X) {6 {7 e
weldability of steel bar 钢筋可焊性(39)* C. J: G7 W' P. Y' {- c
welded framework 焊接骨架()
9 A9 l, H+ p7 i0 W; O+ t" _2 W- iwelded steel beam 焊接钢梁(+ k' }/ w$ Y8 W9 j6 l* P5 o
welded steel girder 焊接钢梁(52)
% I6 d* l+ c, E0 D$ ~6 Iwelded steel pipe 焊接钢管(54)5 [. J" K+ ^3 H; }* s+ X8 U0 ^ U% F4 r: J
welded steel strueture 焊接钢结构(50)* a9 |+ }# e8 C8 [5 Y7 L
welding connection· 焊缝连接(59)- i: e8 H: M2 A3 K' P9 |* j
welding flux 焊剂(54)
0 x+ ~/ `, J j, cwelding rod 焊条(54)( R2 {7 K5 _( i$ v/ w
welding wire 焊丝(54)
8 v5 G' F) j( Owind fluttering factor 风振系数(16)9 E/ P; [6 ^% |# F2 O5 G1 h6 V
wind reference pressure 基本风压(16)3 i" L+ _! N) z
wind—resistant column 抗风柱(?)
# n: Z3 E! ~8 I3 Uwood roof decking 屋面木基层(64)
, W4 W+ Y( n3 |# P2 R8 s7 J- b% vY
, |% A( s$ J6 ]6 qyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点) z* _: h" I* d, l
2 [+ p& E& @! `$ L+ \————————————————————
( R1 i; t: {- B y
( N4 L: }& `1 d常用的景观英文' y8 H8 J6 s6 m4 m
; W0 ~/ v% ]0 J1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
+ q0 C8 }2 e$ X8 @% b% b+ Q2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) / ?& E4 n2 A( g6 i
3.商业中心入口 ENTRANCE TO SHOPPING CTR.
! P' S9 E; s- p: t8 }0 x4.水景 WATER FEATURE
; X; ]$ U) E0 v+ D* N* `0 w5.小型露天剧场 MINI AMPHI-THEATRE
3 T9 f# ~8 c* t( g, s7 M# k4 }6 Z' M6.迎宾景观-1 WELCOMING FEATURE-1 # u9 R7 ~; U" ]4 V: x/ d: u
7.观景木台 TIMBER DECK (VIEWING) 8 J+ D% M# h$ n9 t
8.竹园 BAMBOO GARDEN
8 y3 G- F- D; k) }9.漫步广场 WALKWAY PLAZA
+ F+ D1 a9 `3 }- d# ]# K" b10.露天咖啡廊 OUT DOOR CAFE 4 ]. Q9 n3 e2 q: x4 q8 w
11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 5 K! |$ c* X, M7 s4 W- \6 K5 O9 X
12.木桥 TIMBER BRIDGE
# j7 _+ D% g* r9 \# f0 A13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE
$ e& O& e/ ^% r8 l0 Q14.吊桥 HANGING BRIDGE
: m, F5 J. `% K" N3 W15.休憩台地(低处) LOUNGING TERRACE (LOWER )
6 i. u9 Z% |3 l- Q+ }1 T, U0 G16.休憩台地(高处) LOUNGING TERRACE (UPPER )
. F) V0 F8 }: P" t$ r3 }( u17.特色踏步 FEATURE STEPPING STONE , a9 X+ @4 |2 c0 z- m( v6 c7 s0 s* }
18.野趣小溪 RIVER WILD 3 ~3 Q) Z1 w5 |6 G/ A
19.儿童乐园 CHILDREN'S PLAYGROUND
u0 A3 G5 _/ p0 e1 X$ R20.旱冰道 SLIDE Z' z2 k9 I2 _% L6 ?
21.羽毛球场 BADMINTON COURT - Y3 f+ \$ a8 g
22.旱景 DRY LANDSCAPE
* Q' w: @4 `9 {- U) x+ c23.日艺园 JAPANESE GARDEN * Y0 T% K# Z7 u4 H; M# S5 N& g
24.旱喷泉 DRY FOUNTAIN r& J5 \) E V( k( _6 w' a
25.观景台 VIEWING DECK
0 Y& `4 [2 @1 t4 F" f26.游泳池 SWIMMING POOL 9 i& a3 _5 |% e1 a
27.极可意 JACUZZI
, J% N2 G& P# E- `2 K1 R) P28.嬉水池 WADING POOL $ Y' D! F8 f ?% I: C9 e0 o4 A
29.儿童泳池 CHILDREN'S POOL 3 P9 N2 \$ \) `
30.蜿蜒水墙 WINDING WALL 6 K0 I" L5 m* N8 N; x0 O1 k
31.石景雕塑 ROCK SCULPTURE ! W% T, Q/ T4 ^
32.中心广场 CENTRAL PLAZA . ]0 m2 p6 s! [! S
33.健身广场 EXERCISE PLAZA 5 L9 H% i6 M; l, i
34.桥 BRIDGE . w, b1 o+ @' Z. i4 `
35.交流广场 MEDITATING PLAZA, {) z$ D0 F3 L7 y- G$ P
36.趣味树阵 TREE BATTLE FORMATION
! e0 `& Y0 P. F0 `" e% }* d37.停车场 PARING AREA4 E& j- i% S+ w: @: z( p7 `
38.特色花架 TRELLIS ( B" b4 l( S3 i4 L) d' E
39.雕塑小道 SCULPTURE TRAIL
' e' H6 H" x: Z) ~40.(高尔夫)轻击区 PUTTING GREEN
e% R4 C/ ^9 [- `/ \41.高尔夫球会所 GOLF CLUBHOUSE
$ I. N8 E7 O, L% C: W42.每栋建筑入口 ENTRANCE PAVING TO UNIT
8 S1 F6 k3 H2 h% m$ r, D43.篮球场 BASKETBALL COURT . V, R- L0 q' m: |$ w
44.网球场 TENNIS COURT+ s& p) q: {3 E D4 t6 t) `$ {* M/ A
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
1 Y$ [. y( n$ n* p. O" @46.广场 MAIN PLAZA 7 q1 o/ c4 }( G# b
47.森林、瀑布 FOREST GARDEN WATERFALL / V8 C2 U( e4 M' e: B7 x& `
48.石景园 ROCKERY GARDEN / e% b) W8 U9 D( o. u6 V
49.旱溪 DRY STREAM , y. R3 b1 Y+ J" x; b
50.凉亭 PAVILION
& d( F: m# \# Z& `: P1 [51.户外淋浴 OUTDOOR SHOWER - N- r" W. N$ O( p2 q1 D
52.拉膜结构 TENSILE STRUCTURE
" c1 `) I6 `6 o6 R( w: a# v( p! V53.台阶 STAIR 5 T! O% p2 G# f* \$ g% g
54.高尔夫球车停车场 PARKING ( GOLF CAR )
( C" f5 e& `1 f* L1 {- {) D55.健身站 EXERCISE STATION
& I# P+ F7 D- e4 J: c p3 r56.晨跑小路 JOGGING FOOTPATH 7 e( T$ u/ i. V, \; b7 k6 c
57.车道/人行道 DRIVEWAY /SIDEWALK 7 n% |' g3 R' [/ R7 x* @
58.人行漫步道 PROMENADE
2 S9 w$ Z, Z- l59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
( a+ |' ]' _6 j6 N60.特色入口 ENTRY FEATURE
% H: M* E# r& {3 K/ p# \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.培训自己需不需要讲课3.工作中的挑战4.最有特色的培训项目5.在广东哪里，怎么克服通勤时间6.最...
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