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发表于 2010-3-17 03:10:33
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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 2 ?+ S4 h$ h( t ^# D+ p+ O \
' Q% M; c$ U! m: ]. R+ y0 V
分享，攒RP考试用
6 g x3 ^- k2 ]不知道大家需要否，一层层贴吧:loveliness: $ k' X6 r$ j I, ~9 w
————————————————————9 h3 n X+ X: a: m, W
常用的建筑词汇: {$ u1 H Y- @& ^7 _, X7 c
5 ?: h9 c+ x0 g9 d3 S1 O% o% f- l; w
A ; X4 C' \7 C8 U+ Z d. e
acceptable quality 合格质量
1 |7 L b; l3 S6 O: Pacceptance lot 验收批量" m1 J1 B: V' ~
aciera 钢材" f5 A4 m; W' H# J- k
admixture 外加剂
$ P* m3 V" |0 ], v! M2 gagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数) I$ C% N4 T8 @# l
aggregate 骨料
. c! f9 U+ N, y9 M* x) V: Mair content 含气量' y8 D; Q. Y2 l+ h
air-dried timber 气干材2 j: h( i ^* @1 M% v1 s( a1 e# w
allowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比
7 M M: L, R& \9 s% F% \* Gallowable slenderness ratio of steel member 钢构件容许长细比0 z) C2 i- m" B6 t6 [- A
allowable slenderness ratio of timber compression member 受压木构件容许长细比1 d2 l" n( D8 B. g. |
allowable stress range of fatigue 疲劳容许应力幅
& Q+ I$ Z% B# w7 Jallowable ultimate tensile strain of reinforcement 钢筋拉应变限值
3 _* H) F2 |5 e1 jallowable value of crack width 裂缝宽度容许值 n8 P d: T4 w( V4 J9 ?
allowable value of deflection of structural member 构件挠度容许值
& n/ K: a& l5 {) Nallowable value of deflection of timber bending member 受弯木构件挠度容许值
: { O! q4 J4 B8 {& T; x( ~ [1 Tallowable value of deformation of steel member 钢构件变形容许值
/ M- w% E* }( |5 S! Q2 d" ^+ Ballowable value of deformation of structural member 构件变形容许值6 S9 ]% k4 M" i$ Z/ B9 N# Q
allowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
9 \& Q' w. y: |! t; |6 U) tamplified coefficient of eccentricity 偏心距增大系数
, A/ z5 r' B( E' X5 T" j3 p @anchorage 锚具* @8 H: Y# Z" _- d$ G- g# M
anchorage length of steel bar 钢筋锚固长度
% e7 I G) m* papproval analysis during construction stage 施工阶段验算* k/ ^2 c" M' C! v$ o) q7 J5 D
arch 拱
' h/ o0 J: Q% I! N* qarch with tie rod 拉捍拱
# h; l8 p3 @/ n8 N# W6 r V# E9 @arch—shaped roof truss 拱形屋架
( S3 U6 J0 c ^1 {( Narea of shear plane 剪面面积" E( L$ }: Q. ^8 Q' P( f
area of transformed section 换算截面面积+ W; N; E P) \$ r( C# T
aseismic design 建筑抗震设计
4 L. f h- S x7 N, lassembled monolithic concrete structure 装配整体式混凝土结构
& |* [ I6 C9 } _# jautomatic welding 自动焊接
* M: s# e* c0 _# M+ hauxiliary steel bar 架立钢筋5 p: p g e$ x+ M' h' S
B 8 c( _ U1 n, A: x8 {# [
backfilling plate 垫板
I* i1 j" ^! B; B+ K% Vbalanced depth of compression zone 界限受压区高度2 _8 i, @6 t7 B/ O' p* ?
balanced eccentricity 界限偏心距
& q! V# p# x* i, pbar splice 钢筋接头2 U) w& h+ d% p) o
bark pocket 夹皮4 {# U: W8 Q5 U0 A% D/ t, n
batten plate 缀板
1 ]' P% x$ T8 D8 D8 Z% _beam 次梁' e) a, T6 g2 c+ S1 p: s! h4 P
bearing plane of notch 齿承压面(67)
3 o; d6 ], ]' Y4 a* D4 f9 e& Ybearing plate 支承板(52)
; [% L' S! T' c' ?bearing stiffener 支承加劲肋(52)
* o$ C0 d/ Z% c! G& J9 `bent-up steel bar 弯起钢筋(35)$ m; ]( F: E' ^, e; b
block 砌块(43)
; h' g2 p& T9 M1 h9 yblock masonry 砌块砌体(44); I& W) R" e0 H! T- }; Q
block masonry structure 砌块砌体结构(41); }( h- L3 ? g4 G& m. E
blow hole 气孔(62)
1 {% d* _% D# H8 l D/ \board 板材(65)3 C& N: w+ m: t5 q% c2 I
bolt 螺栓(54)
* m9 }2 \' M' Vbolted connection (钢结构)螺栓连接(59), Y: \0 I1 C# U; b W
bolted joint (木结构)螺栓连接(69)
- M% i( u) t% g) Wbolted steel structure 螺栓连接钢结构(50) q2 Q3 K: e6 {7 |3 b0 G
bonded prestressed concrete structure 有粘结预应力混凝土结构(24)* A+ `7 `; r5 k- @% g# X9 f( j
bow 顺弯(71)
6 S) J8 H1 l! Pbrake member 制动构件(7), _9 F, }- p, A r0 H4 J
breadth of wall between windows 窗间墙宽度(46). t X+ G& }# B
brick masonry 砖砌体(44)
g5 B _: p, m8 Lbrick masonry column 砖砌体柱(42)
1 c' u; W' t2 [" y4 e9 gbrick masonry structure 砖砌体结构(41)
* s3 C# X$ e$ L% G: Wbrick masonry wall 砖砌体墙(42)
7 v0 V* u; ]) j/ Y; y" ]/ M* tbroad—leaved wood 阔叶树材(65)# o/ ? R) |& G5 b% n
building structural materials 建筑结构材料(17)
/ a) x, S6 V! R6 H- Obuilding structural unit 建筑结构单元(: t5 T) P0 D6 G9 ?7 U: r
building structure 建筑结构(2
4 q0 R5 q5 f* ^- E: Qbuilt—up steel column 格构式钢柱(513 a3 R3 z7 B( p1 r
bundled tube structure 成束筒结构(3 @: S) t, g2 v0 j. m; I
burn—through 烧穿(62. H# Z4 f3 v1 v6 F# p
butt connection 对接(59% a" _7 Q8 O4 t- ?* z3 s4 ?- M
butt joint 对接(70)
3 @$ c, x. Q, [, |' O2 e1 M& k3 Pbutt weld 对接焊缝(60) G- u1 b. V$ C% W& W% U
C 4 s8 x- x5 ~, Y2 U% w
calculating area of compression member 受压构件计算面积(67)) F9 c1 o' V: }
calculating overturning point 计算倾覆点(46)
, G, [" V" `5 vcalculation of load-carrying capacity of member 构件承载能力计算(10)
1 r8 Z4 t, Q1 F `$ Z) Qcamber of structural member 结构构件起拱(22)
% K. x! u3 V1 Zcantilever beam 挑梁(42)
( R, o4 x0 V% J# v) y; ^+ pcap of reinforced concrete column 钢筋混凝土柱帽(27)# L5 N. S1 O! s }( t
carbonation of concrete 混凝土碳化(30)- q" M& J; J) N
cast-in—situ concrete slab column structure 现浇板柱结构
/ p2 ], E0 @0 U% [: Z+ d) ]cast-in—situ concrete structure 现浇混凝土结构(25)" e+ B; G# w6 H1 t" u
cavitation 孔洞(39)5 a, I( j* |6 y1 h$ E
cavity wall 空斗墙(42)
! N, _) v. n9 A% {- p scement 水泥(27)
+ V9 y. k$ F4 p0 ^/ bcement content 水泥含量(38)! ?! _& `# p# ?0 G
cement mortar 水泥砂浆(43)6 b2 L) ]' |( m7 q: e
characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
) z0 X) {) R3 d; a, I: k6 @characteristi cvalue o fwindload 风荷载标准值(16): e; Z. M0 ~% \4 o1 g
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)# J+ K8 A' b7 Y7 C( E" c
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)
( o9 T+ A2 N3 N+ {& h7 Rcharacteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
; ^" B7 @1 X- C9 O" ~! h8 ~) wcharacteristic value of earthquake action 地震作用标准值(16)" N* o5 V# p7 J
characteristic value of horizontal crane load 吊车水平荷载标准值(15)" c. F3 C9 T8 d9 w: ~
characteristic value of masonry strength 砌体强度标准值(44)
J) {7 |/ S* n: e! ^characteristic value of permanent action· 永久作用标准值(14)
& a' f/ s$ b+ y6 W* L6 m' Mcharacteristic value of snowload 雪荷载标准值(15)
6 B# {9 @& ~* _2 N5 j z* V' }characteristic value of strength of steel 钢材强度标准值(55)
) z1 f; A+ k& A2 ~! E9 p2 o0 p/ Fcharacteristic value of strength of steel bar 钢筋强度标准值(31)/ F, V$ q7 i2 g k9 w( m5 Q
characteristic value of uniformly distributed live load 均布活标载标准值(14)( B7 K# X9 K8 Q2 o
characteristic value of variable action 可变作用标准值(14)# N% e2 v& V$ B( s, [$ e. P/ k0 S/ \
characteristic value of vertical crane load 吊车竖向荷载标准值(15)
: R+ j+ \$ G9 q1 c) l+ O" c) F Acharaeteristic value of material strength 材料强度标准值(18)$ S8 y. J( Y" y* I+ P3 L4 v. v
checking section of log structural member·， 原木构件计算截面(67)6 z! I: a8 E7 A7 U- x' M6 d
chimney 烟囱(3)
' S5 s) Q* O$ a: {$ w2 bcircular double—layer suspended cable 圆形双层悬索(6)4 J5 v5 T7 q7 y& {* e
circular single—layer suspended cable 圆形单层悬索(6)
. ^ X' c7 ~) U7 [- s. gcircumferential weld 环形焊缝(60)
' k; I4 x6 n+ Nclassfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)2 }8 i, O5 @/ }5 Z6 Y+ s6 E; V
clear height 净高(21)
) J( w. K3 b' Q3 V* z/ oclincher 扒钉(?0)
' L& J9 g* g8 G5 _! H) G8 p0 N T; o+ pcoefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)
( o# N9 \ e6 f9 K* w3 {' }cold bend inspection of steelbar 冷弯试验(39)
+ N- z+ o; |* O1 M6 s0 B, ]cold drawn bar 冷拉钢筋(28)
2 T; r( n, x9 p1 x: d G$ acold drawn wire 冷拉钢丝(29)( L9 v0 x/ w8 Y
cold—formed thin—walled sectionsteel 冷弯薄壁型钢(53)5 K! ~. y5 y% v/ S' i: l( G/ f
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)2 o3 ^" u0 O- @: A( u
cold—rolled deformed bar 冷轧带肋钢筋(28)
9 y- G# F2 ~+ `8 d# Tcolumn bracing 柱间支撑(7)% U: H$ ]& x3 }' e) m
combination value of live load on floor or roof 楼面、屋面活荷载组合值(15). `' g [" V% ?! B; L* b
compaction 密实度(37)
+ F- ~( @, |$ X. ^compliance control 合格控制(23)
& y! V' q- Q) V8 @+ W/ @! L* Ccomposite brick masonry member 组合砖砌体构件(42)
4 ^8 }* G6 _4 p1 w% Icomposite floor system 组合楼盖(8)
. Z0 O, \( |+ S' `6 P$ w( z, @ Gcomposite floor with profiled steel sheet 压型钢板楼板(8)# w9 K7 [* ?+ p8 L
composite mortar 混合砂浆(43) ~; {7 o, G6 g7 L) [
composite roof truss 组合屋架(8)
( ]$ m$ v3 E# R& vcompostle member 组合构件(8): S+ Q5 T3 u3 d0 ^- n% u$ G1 I
compound stirrup 复合箍筋(36); V; D# ~# ? Q+ W( W5 z
compression member with large eccentricity· 大偏心受压构件(32)
6 Q0 H6 j9 ^9 f2 U; `) ycompression member with small eccentricity· 小偏心受压构件(32)
* g. o3 U3 N+ j* A% n8 B3 \+ o3 acompressive strength at an angle with slope of grain 斜纹承压强度(66): @( U1 @# U& Q2 f- r
compressive strength perpendicular to grain 横纹承压强度(66)9 R, u. x6 [$ }8 H8 @2 A1 Q# D
concentration of plastic deformation 塑性变形集中(9)& R: x: F$ b' s- ]" m" H& I+ Y
conceptual earthquake—resistant design 建筑抗震概念设计(9)2 N7 T& F' F9 u' B2 \% o8 Z
concrete 混凝土(17)( a: G; K; z* l, ?; H0 d- O5 R( k
concrete column 混凝土柱(26)
0 p, U; ^( o Dconcrete consistence 混凝土稠度(37)
/ v: c A- |, ~6 s2 sconcrete floded—plate structure 混凝土折板结构(26)
. r: s6 h8 x% t. b/ K L) Tconcrete foundation 混凝土基础(27)
* X1 R6 w! F0 u1 o$ Mconcrete mix ratio 混凝土配合比(38)5 R" l) g- ?' P3 V
concrete wall 混凝土墙(27)
3 w9 Z4 n9 w- Wconcrete-filled steel tubular member 钢管混凝土构件(8)/ k5 w' t0 V# @3 S4 R" E
conifer 针叶树材(65)
1 I( `. g4 x/ U6 mconiferous wood 针叶树材(65)1 w9 v, W [% G$ T
connecting plate 连接板(52)$ b6 l4 [2 R) k! H
connection 连接(21)
* E4 j& E2 n- W: gconnections of steel structure 钢结构连接(59)
- f& m4 K: R, K, e! b4 t- dconnections of timber structure 木结构连接(68)- j3 h, t6 q* ]- R
consistency of mortar 砂浆稠度(48)
% C4 }# m r T4 O; |constant cross—section column 等截面柱(7)$ x/ C/ O2 V% d
construction and examination concentrated load 施工和检修集中荷载(15)
& G. I% n" ^4 H* T x; [* ]continuous weld 连续焊缝(60)7 t6 ~0 d6 N: A. {0 p
core area of section 截面核芯面积(33)
2 W- _7 n# L2 o: x0 e( t' ncore tube supported structure 核心筒悬挂结构(3); z) i* d8 Y4 e' ?' S. s1 V+ `
corrosion of steel bar 钢筋锈蚀(39)2 l( z# i7 X1 t* I$ @4 X9 E
coupled wall 连肢墙(12)0 B. G/ o7 A2 \% r0 X2 t
coupler 连接器(37)
/ \6 C# R1 [2 e+ s% i( O+ J2 a2 L- Icoupling wall—beam 连梁(12)7 l2 m" ~# E+ c$ z3 P( ?0 `9 n
coupling wall—column... 墙肢(12)9 `/ Y+ F- A; B
coursing degree of mortar 砂浆分层度(48)/ ~$ o- z, e6 H q; Z! a
cover plate 盖板(52)* |4 P/ P! ]2 \" K3 V( l; ?
covered electrode 焊条(54)
8 y. Y: T2 n3 d4 M5 h4 Ncrack 裂缝(?0)1 E5 |$ i6 g7 |( b3 Z6 ?+ L; {7 d
crack resistance 抗裂度(31)
; i" q" b3 Q# j4 Z( H2 l/ X9 }/ Xcrack width 裂缝宽度(31); R/ [: T* D- }, `# q. K
crane girder 吊车梁(?)
9 f( Z: B4 {- P& P3 g, ~, Jcrane load 吊车荷载(15)! q' r4 V/ D1 u+ U
creep of concrete 混凝土徐变(30)
; w- T' y: |2 `crook 横弯(71)
) P$ J7 i8 A- G# K' N$ X4 l, @8 {cross beam 井字梁(6). B, i! U( a0 e6 S0 t5 O; N
cup 翘弯
5 v* x6 R& w6 {curved support 弧形支座(51)
6 d7 _4 M/ V8 R7 a5 k% mcylindrical brick arch 砖筒拱(43)
0 W! J7 J0 Z# q1 yD & W2 q6 g6 Q; ~0 `: r/ T
decay 腐朽(71)3 p. b( V7 b7 r9 S
decay prevention of timber structure 木结构防腐(70)
1 l: ^' u7 W7 c1 ?defect in timber 木材缺陷(70); _* f& F: j* C* a
deformation analysis 变形验算(10): D( s) L/ _- L1 [% V P
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)
6 n2 ~/ M& S3 H0 p% Y* [! Wdegree of gravity vertical forwall surface 墙面垂直度(49)
0 t; u( S+ I) @( P7 ~5 {- zdegree of plainness for structural memer 构件平整度(40)& @1 R, t5 x% {1 m; I
degree of plainness for wall surface 墙面平整度(49)
9 T, v$ e. E: a; ?) ?* Kdepth of compression zone 受压区高度(32)' w e; I4 I) B
depth of neutral axis 中和轴高度(32) {$ q7 l- I* n. G
depth of notch 齿深(67)3 R8 |- G6 N2 E! s' z, K2 d: X/ W& ?
design of building structures 建筑结构设计(8)
8 H# b h& k+ Y* k+ \ ], T: ldesign value of earthquake-resistant strength of materials 材料抗震强度设计值(17 b% B% ]: W: L7 \, {" D) d Z
design value of load—carrying capacity of members· 构件承载能力设计值(1
) M4 J; O- J3 V+ a, i, t) Bdesignations 0f steel 钢材牌号(53$ L1 U" b, d+ G( l; f; j% _. j
designvalue of material strength 材料强度设计值(1
, ]* o/ T6 X7 Idestructive test 破损试验(403 Z0 D2 q' q P$ E: w2 M2 Y# `
detailing reintorcement 构造配筋(35
* r. V9 {) o4 J* B) sdetailing requirements 构造要求(22( f2 B7 w4 n/ \% N1 q9 K+ a0 [
diamonding 菱形变形(71)" |3 O0 ]* s8 O3 \
diaphragm 横隔板(52
3 X y/ r+ L& V6 @dimensional errors 尺寸偏差(39)( l& E a5 u: k! Q1 P
distribution factor of snow pressure 屋面积雪分布系数
4 P% i! p+ d4 }# V2 s1 |% z% Z7 fdogspike 扒钉(70) z* c# S6 L3 ?4 l6 g4 b- I3 h
double component concrete column 双肢柱(26)9 [/ B( m" Y1 ?+ @, A8 U7 a
dowelled joint 销连接(69)6 a' z+ d6 q7 V7 K. m9 H
down-stayed composite beam 下撑式组合粱(8)+ T O: z* t, f; T; L
ductile frame 延性框架(2)
8 L" ^8 \: r5 ~# e. [3 odynamic design 动态设计(8)9 [; T( q' E+ G& b* E4 M D; N
E
9 f* ~" Y! t [9 B+ J4 D8 ^earthquake-resistant design 抗震设计(9：2 X& |+ B8 p$ |+ Y/ @" u% o S
earthquake-resistant detailing requirements 抗震构造要求(22)
3 y9 y. R0 k! n& j$ m7 s7 feffective area of fillet weld 角焊缝有效面积(57)6 n X3 p! O0 D' J L
effective depth of section 截面有效高度(33)- p. P; x2 Q( f8 g# F& V1 C5 [4 V
effective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)1 g% X: ]+ S) \0 I* T/ C4 D
effective height 计算高度(21)
2 Y1 d# q. e% F6 o) L! Leffective length 计算长度(21)
& d2 l( B; |0 J8 C( r5 i6 V1 M, @. jeffective length of fillet weld 角焊缝有效计算长度(48)
# b7 G9 e+ Q u% o4 |effective length of nail 钉有效长度(56). i) a, Q/ {) l' v% N$ ?
effective span 计算跨度(21)
& [4 C$ r/ P) z2 _" _effective supporting length at end of beam 梁端有效支承长度(46)( z% w! n' Y Q8 T
effective thickness of fillet weld 角焊缝有效厚度(48)! @& d" H* i* w G# L
elastic analysis scheme 弹性方案(46)
8 a0 \# @% F% y6 z# Welastic foundation beam 弹性地基梁(11)
6 e+ F- T- N- {; U7 X8 Aelastic foundation plate 弹性地基板(12)
. G9 T5 m6 `- p2 n" belastically supported continuous girder· 弹性支座连续梁(u)5 w) T5 _4 u& T/ j$ U! X5 H6 Q
elasticity modulus of materials 材料弹性模量(18)
7 X. q& }& _& n5 d0 J1 w) f% S; aelongation rate 伸长率(15)' t2 b9 r1 V. I: i: j+ s
embeded parts 预埋件(30)% ]! R' W% b- g3 T6 S( `9 G6 G+ F
enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)
* g( P5 R/ Q# @2 [; Q) ientrapped air 含气量(38)1 @! a9 e0 y2 Y$ y5 I
equilibrium moisture content 平衡含水率(66)
/ K1 {+ ~" y, J: `8 u0 f) r( m3 C0 }equivalent slenderness ratio 换算长细比(57)
: ~/ B1 Q- X% ^1 \8 F& O6 X& wequivalent uniformly distributed live load· 等效均布活荷载(14): a6 ^2 G. l3 z1 W' J5 ]" M
etlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58), S _. B# i$ N8 t! a- Y- t: p
ettectlve cross—section area of bolt 螺栓有效截面面积(57)
* n1 k. h( Y9 E, qeuler's critical load 欧拉临界力(56)" S5 w) y; P1 W& i7 A
euler's critical stress 欧拉临界应力(56)
5 ^ {0 g+ A; f; w- h4 [excessive penetration 塌陷(62)- W+ k$ z+ D: C! C4 ?0 c n' {
F 1 R3 G7 M' U& v! g6 D: h
fiber concrete 纤维混凝仁(28)# J/ C5 r1 p3 m% I
filler plate 填板门2)
% Y- o1 F% e" t' j% ?/ cfillet weld 角焊缝(61)
F, O# \) V/ w) R1 j! {+ |3 ^/ E4 Lfinal setting time 终凝时间(); B% n2 ^: N; F! ~0 _0 B
finger joint 指接(69)' {5 }: f% \+ ^) Q
fired common brick 烧结普通砖(43)
6 g" S/ Q2 E# a" }* m- e, c, nfish eye 白点(62)
; T @ W1 y0 @' {fish—belly beam 角腹式梁(7)! q: p3 }& x) W% J7 C9 Z
fissure 裂缝(?0)) @1 O0 o e7 ]
flexible connection 柔性连接(22)
5 s: Y& L& M. a: L5 O0 s/ d9 ]; |flexural rigidity of section 截面弯曲刚度(19)
8 q+ T" L5 t$ o: {' Sflexural stiffness of member 构件抗弯刚度(20); s f% z7 i" b/ |( i
floor plate 楼板(6)4 n v6 z$ k* H/ i. U! E. ~7 Y7 e
floor system 楼盖(6)
5 h+ ?5 `" n( ^& v7 T! ?four sides(edges)supported plate 四边支承板(12)
2 X, E6 |; G2 `+ c: W* _+ zframe structure 框架结构(2)
% ~2 `$ T: k2 y, ~frame tube structure 单框筒结构(3)
- J8 s. h4 J/ _% h0 z- `- |frame tube structure 框架—简体结构(2)
" V( _# U5 d$ C0 P1 |frame with sidesway 有侧移框架(12)& u/ g8 Q' Z1 ]" m5 Q
frame without sidesway 无侧移框架(12)
3 ?; R G$ B6 l: S& x6 Ffrange plate 翼缘板(52)
3 o0 z6 I8 E1 X4 {! L& K. zfriction coefficient of masonry 砌体摩擦系数(44)
1 j9 v. f2 x P1 a2 L2 Kfull degree of mortar at bed joint 砂浆饱满度(48)- x3 t. k/ C+ T
function of acceptance 验收函数(23)6 Q5 ?2 t1 b" M: h$ L/ ~) P
G
; s8 M& p, B" c* e/ q2 @& Wgang nail plate joint 钉板连接() p$ g; \7 V) S8 [/ O
glue used for structural timberg 木结构用胶
9 o, o8 X6 j) i' Eglued joint 胶合接头: i0 w3 f; Y4 g/ t- v
glued laminated timber 层板胶合木(¨)
O/ N0 u7 o9 t' i8 N# B2 }- [glued laminated timber structure 层板胶合结构‘61)% h3 J2 n& n: ]
grider 主梁((㈠
! \' s9 ?$ _" r5 J" Egrip 夹具* I4 a1 m( ` s: I
grith weld 环形焊缝(6÷))
% o+ d1 Q% Z" Ggroove 坡口
3 q9 v" b2 b' o3 `gusset plate 节点板(52)( u$ A3 T- P% X
H * h/ G/ S- o2 g( U
hanger 吊环* p7 `5 r9 ?$ j) b" ^, |
hanging steel bar 吊筋
% D1 Z& n2 Y, O( v0 `0 bheartwood 心材* A9 H! b) e' c
heat tempering bar 热处理钢筋(28)% w5 Z5 B2 x3 B; s! b
height variation factor of wind pressure 风压高度变化系数(16)) W, ]3 N0 J: n+ Y3 ~
heliral weld 螺旋形僻缝
+ ~ ^+ x H) a+ ]. Dhigh—strength bolt 高强度螺栓) H& E" h7 q1 s7 m; b$ K1 W$ L
high—strength bolt with large hexagon bea 大六角头高强度螺栓& r; H; b) W# h
high—strength bolted bearing type join 承压型高强度螺栓连接，
# p& u) h$ y% O' nhigh—strength bolted connection 高强度螺栓连接
! Q* w1 H9 V2 G2 N7 Hhigh—strength bolted friction—type joint 摩擦型高强度螺栓连接- D. O5 E- X2 U* j! P
high—strength holted steel slsteel structure 高强螺栓连接钢结构
3 i) K: t' q/ D, }4 @ shinge support 铰轴支座(51). x5 S. h/ q% i7 k" E
hinged connection 铰接(21). w3 J3 s t% g1 P6 r% p5 T
hlngeless arch 无铰拱(12)
8 f6 p# t/ m* W) c4 H# q$ Y% U/ }& d6 N5 nhollow brick 空心砖(43)
" q2 `1 o' G |; N3 f) Yhollow ratio of masonry unit 块体空心率(46)
6 X8 i; n1 j3 z& mhoneycomb 蜂窝(39)- X* i5 X. M" {: U+ _3 O+ {! q
hook 弯钩(37)
! o/ I+ d8 D: J. N; X# M9 Nhoop 箍筋(36)' d8 y, R& c) S! ^' ]
hot—rolled deformed bar 热轧带肋钢筋(28)- A8 b b+ B4 z8 B6 y& S- r2 L! a
hot—rolled plain bar 热轧光圆钢筋(28)$ g1 z. y" Q4 l' M
hot-rolled section steel 热轧型钢(53)9 B( Q7 s: Q& J
hunched beam 加腋梁(?)
9 C7 a- D X! t F" ~0 y9 A2 w: N( }1 i tI & @0 g; ?; W$ v' N
impact toughness 冲击韧性(18)& M" a* b1 J1 a/ r3 r0 c
impermeability 抗渗性(38)
3 y9 q+ D/ M! ?3 O" _inclined section 斜截面(33)
& n% j9 u& d6 \$ t4 N9 _% Iinclined stirrup 斜向箍筋(36)
! P6 ]) E9 v: j/ y, Z. y1 f, r/ G3 Bincomplete penetration 未焊透(61)5 {, p5 z! G9 ?
incomplete tusion 未溶合(61)
# l$ V( z3 U4 L5 N5 U$ Xincompletely filled groove 未焊满(61)3 k* Z3 r( W3 K8 }' n
indented wire 刻痕钢丝(29): r# J; V7 D4 L
influence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)+ @% ^' D% d1 `# d' v
influence coefficient for spacial action 空间性能影响系数(46)# y* O% V2 O* Y. l; i( r. F* c
initial control 初步控制(22)
* f5 ~& x% W4 d1 L- {. j `insect prevention of timber structure 木结构防虫(?o)1 ~; g4 k- E x: F
inspection for properties of glue used in structural member 结构用胶性能检验(71)
) a# F4 K' ?3 D: d6 d+ c9 winspection for properties of masnory units 块体性能检验(48)
8 o L1 C9 s4 z# Sinspection for properties of mortar 砂浆性能检验(48)7 x1 u( |0 H1 S0 l
inspection for properties of steelbar 钢筋性能检验(39)
8 I' T& I# c3 K: Uintegral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
. i s, n `$ I3 b9 G' d1 iintermediate stiffener 中间加劲肋(53)
( x& d. i, N$ Gintermittent weld 断续焊缝(60)
$ S5 _! ]9 ~& O1 c: z) a8 |( m* tJ 2 u( [, H! @- c+ I! v% y5 e
joint of reinforcement 钢筋接头(35)& o: C- _1 d3 i5 i+ c1 O( e3 T
K ; @; g; ?3 f: Y9 C3 Y) ~8 d( F- P% I
key joint 键连接(69)1 x ?- n2 u4 {
kinetic design 动态设计(8)7 W5 I! }; E9 I- l" i& v$ E
knot 节子(木节)(70)# I9 o, h% A; W4 L. r$ W) B3 }
L ! O) B5 }/ ?8 O
laced of battened compression member 格构式钢柱(51)# ^ B3 ^* p- k/ L" g, \
lacing and batten elements 缀材(缀件)(51)
! ]0 f) A4 ?; U$ k: Z- [lacing bar 缀条(51)
0 b' w# M7 Q7 d6 D) X! O% clamellar tearing 层状撕裂(62)9 |7 k% r( O5 O! J5 u
lap connectlon 叠接(搭接)(59)
/ u: j. }3 P& g c6 r6 A8 W) dlapped length of steel bar 钢筋搭接长度(36)
V- n; |4 |+ e. ilarge pannel concrete structure 混凝土大板结构(25)0 Z: w1 w# K: S
large-form cocrete structure 大模板结构(26)
/ i1 Z5 A; X# O) O9 Xlateral bending 侧向弯曲(40)
* p0 |' t+ r7 Y+ [+ N) |lateral displacement stiffness of storey 楼层侧移刚度(20)7 ^8 e4 j" ~, @! b/ n
lateral displacement stiffness of structure· 结构侧移刚度(20); \+ V; ^: N5 H. O: z; Z
lateral force resistant wallstructure 抗侧力墙体结构(12)
! f% B( U& H& i1 r( \: rleg size of fillet weld 角焊缝焊脚尺寸(57)0 \1 t+ N3 E0 x9 K6 g, C) H3 l
length of shear plane 剪面长度(67)/ R0 p- y% y$ }
lift—slab structure 升板结构(25)
% W- I( `3 {1 U$ F' Glight weight aggregate concrete 轻骨料混凝土(28)9 S: t! z- |5 M: i! H+ Z7 |
limit of acceptance 验收界限(23)% ?* D8 H- f Y! K y! w) ]2 c
limitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)
* {6 {, f5 n( {4 k# `limiting value for sectional dimension 截面尺寸限值(47)7 H: s" `" b, @+ H
limiting value for supporting length 支承长度限值(47)' C& Y4 X$ ?$ \
limiting value for total height of masonry structure· 砌体结构总高度限值(47)6 ]; g3 Z- f% E4 e2 R$ O7 ]
linear expansion coeffcient 线膨胀系数(18)
6 H6 }. v/ |3 d Xlintel 过梁(7)
# N& _/ m% d7 }load bearing wall 承重墙(7)
' x3 E6 L: j2 \3 V! }8 @load-carrying capacity per bolt 单个普通螺栓承载能力(56)
$ F! v8 s, y! {* \7 g u6 E# xload—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)* n0 o" }/ }$ R. r4 x* Q! K5 i, U. g
load—carrying capacity per rivet 单个铆钉承载能力(55)
9 x0 ^; q: N! v+ Mlog 原木(65)2 N' b' p* j, {# ~
log timberstructure 原木结构(64)
7 K ^, |/ ^, T* clong term rigidity of member 构件长期刚度(32)
0 Z) M( j7 M: `4 ^longitude horizontal bracing 纵向水平支撑(5). J1 F, j- H. E0 i* r* t
longitudinal steel bar 纵向钢筋(35)5 v% L4 k5 Y! {- ? e: j
longitudinal stiffener 纵向加劲肋(53)
8 W* G# O+ n4 s1 `' K" Plongitudinal weld 纵向焊缝(60)# }3 T# \. Y/ \/ s( e$ x
losses of prestress ‘预应力损失(33)# q, y9 G5 u' e
lump material 块体(42)( G4 H- W/ O& I' e
M # @/ a5 f, i7 Y: x( A* ~$ Y, j# n
main axis 强轴(56)
' L0 I1 ~1 D2 P0 {& h4 ^1 f: d Cmain beam· 主梁(6)
# S6 x S. i" R; A( i' [$ ?, \0 Gmajor axis 强轴(56)
4 \, X) x2 e- Q1 C2 [3 Z/ Zmanual welding 手工焊接(59)
* o/ f I: O8 G9 [/ q5 imanufacture control 生产控制(22)
+ M' c, O. |+ [2 \( F; Vmap cracking 龟裂(39)$ Z) T* s" ~8 I- R4 U
masonry 砌体(17)* X% `# n% N O$ n3 m& z* ~) W! ]
masonry lintel 砖过梁(43)
) v- w& o9 t: x" N8 I( A; Lmasonry member 无筋砌体构件(41)
6 A8 t! |* u& Q1 [5 r' o# R0 Omasonry units 块体(43)
+ G1 H% `4 W8 O# V3 P( l! n4 Y( gmasonry—concrete structure 砖混结构(¨)9 g% E- l. T2 w$ K7 j4 G: N, j
masonry—timber structure 砖木结构(11)! _: s3 n& q. O9 Z9 h4 l
mechanical properties of materials· 材料力学性能(17)
% X R/ U. j- Q: ~- s( ^melt—thru 烧穿(62)( \* b5 L: i+ D+ F7 M" g8 N
method of sampling 抽样方法(23)
6 U- U4 Q/ e$ `9 @minimum strength class of masonry 砌体材料最低强度等级(47)
1 R; E6 ^- O/ A0 S1 l' v: Pminor axls· 弱轴(56)/ w) s% G! D4 M H8 q7 s
mix ratio of mortar 砂浆配合比(48)$ j; f$ w# `. S3 n/ [- b" W9 r
mixing water 拌合水(27)
7 S8 @# [( M7 e' Smodified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数(47)! l6 I: `, v7 l
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
. b5 F# {% a8 H& Bmodulus of elasticity of concrete 混凝土弹性模量(30)
+ S5 U( m+ p' i5 |1 wmodulus of elasticity parellel to grain 顺纹弹性模量(66)
' c. I- t. v* F3 Rmoisture content 含水率(66)
3 p3 \5 f) e V5 u# \moment modified factor 弯矩调幅系数
0 K+ B" u5 W. W' b9 ^# Mmonitor frame 天窗架8 V/ h6 U+ f) @1 B5 t
mortar 砂浆: u( k- Z- X/ [
multi—defence system of earthquake—resistant building· 多道设防抗震建筑# [5 ~8 E/ x2 p% K0 e* w
multi—tube supported suspended structure 多筒悬挂结构0 Y+ {: N! C* |2 I, H7 D* S6 v/ ~; G$ ]/ o
N % h2 m& T4 d/ ~2 @" i
nailed joint 钉连接，' _# ~9 H2 z6 n. K. \3 M
net height 净高l2 K& V- s' ^/ N
net span 净跨度5 W8 J5 @6 J$ z& T2 Z; k' B
net water／cementratio 净水灰比
' p/ T/ {, s! T' H. znon-destructive inspection of weld 焊缝无损检验
' I) T% g! `5 y/ [6 A8 Lnon-destructive test 非破损检验5 Z( |9 k5 Y( X3 z( C# k0 R, C
non-load—bearingwall 非承重墙
: V: k! K$ d2 [' r. |' j" pnon—uniform cross—section beam 变截面粱
: A- t% o+ Q5 ?! w8 j2 B. Bnon—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
$ D5 u" V$ n/ F# inormal concrete 普通混凝土
+ T8 t* T% Q) f4 nnormal section 正截面8 Q# r! B7 s0 o3 h' e
notch and tooth joint 齿连接" K$ Y4 P& r' P6 q7 }6 ]9 Y+ S! P$ \
number of sampling 抽样数量
* l( ]% r ?! g; ]O
% o* H! K b. u: H1 Dobligue section 斜截面# O( J4 \+ J: G- u) ^* B: b& l( ]
oblique—angle fillet weld 斜角角焊缝
4 _2 i- \/ n: x1 ^& Vone—way reinforced(or prestressed)concrete slab‘‘ 单向板
' J7 Z$ c5 \7 X; |$ h) wopen web roof truss 空腹屋架，! r" g- j+ q9 z' ^, K
ordinary concrete 普通混凝土(28)
: `2 L2 ~4 y2 Z6 d+ lordinary steel bar 普通钢筋(29)$ p+ k$ K; o1 i+ ~
orthogonal fillet weld 直角角焊缝(61)# d9 {9 O5 D2 Z: ^! e( ~
outstanding width of flange 翼缘板外伸宽度(57)
9 m* N6 E8 k2 K) `outstanding width of stiffener 加劲肋外伸宽度(57)$ }6 \/ l0 I" M5 f. c
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)6 U; T% q+ m# d$ Q, {% q8 L; v
overlap 焊瘤(62)
& G% z8 j2 {' p1 w$ J0 _2 Foverturning or slip resistance analysis 抗倾覆、滑移验算(10)
& _- q* O6 n* HP 6 y' S& p3 E( a% i1 d b3 c
padding plate 垫板(52)
8 l& R0 H( l0 a+ U/ N4 Apartial penetrated butt weld 不焊透对接焊缝(61)- ]( W# N( M }% I" m% D
partition 非承重墙(7)( S( A. ]1 G$ ~! K( R4 z
penetrated butt weld 透焊对接焊缝(60)
5 T/ Z/ Q+ y; Y6 v- k) v# R7 P, wpercentage of reinforcement 配筋率(34)
! o+ n7 B4 ]) N+ ~$ ?0 bperforated brick 多孔砖(43)0 c% p# g% L. w% i. U) `; j2 ?4 o
pilastered wall 带壁柱墙(42)7 f& z5 e& G) h5 r$ p. t
pit· 凹坑(62), N% B$ y% O& h
pith 髓心(?o)4 k7 _# z X E- v
plain concrete structure 素混凝土结构(24)1 B" t# e; c7 X1 C# C( V8 {
plane hypothesis 平截面假定(32)$ e! v0 f4 }% `" w# C
plane structure 平面结构(11)% F) `4 x; i' b' ]
plane trussed lattice grids 平面桁架系网架(5)1 A! _. d+ `2 X
plank 板材(65) U* E$ d) J: T9 D4 a$ W2 N) g: T! p
plastic adaption coefficient of cross—section 截面塑性发展系数(58)) T. P6 e8 o( l
plastic design of steel structure 钢结构塑性设计(56)7 _! H, l2 @2 r: d" y( v0 Z4 e$ r: ^
plastic hinge· 塑性铰(13)
) m) W$ K* l+ m# s5 r. Zplastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34): n* S# j0 Z/ q; B9 B9 E* Z
plate—like space frame 干板型网架(5)6 K( m- ?1 ~/ a4 a; T* D( [* H
plate—like space truss 平板型网架(5)
2 w& E% q* r9 k) o$ T, _plug weld 塞焊缝(60)
4 I6 y% m3 f3 r4 T' m% l) @+ _& ?, a/ rplywood 胶合板(65). N) R/ o+ h1 q
plywood structure 胶合板结构(64)+ J6 L) X8 W( r) f) H4 Q' \
pockmark 麻面(39)7 l; R. G* U1 d
polygonal top-chord roof truss 多边形屋架(4)3 B3 Y1 ]. j$ W5 g
post—tensioned prestressed concrete structure 后张法预应力混凝土结构(24)
! U1 b1 x' Z0 ~& I$ }- G/ F' Gprecast reinforced concrete member 预制混凝土构件(26)
* I$ A+ ~$ ~: Nprefabricated concrete structure 装配式混凝土结构(25)
) y2 h" P! K+ L2 ^4 ?presetting time 初凝时间(38)
) u6 z' }& C: `prestressed concrete structure 预应力混凝土结构(24)
& L+ S; U, M2 S, xprestressed steel structure 预应力钢结构(50)
3 M% Y* y! |9 f( j+ ]5 X% ^$ ~prestressed tendon 预应力筋<29)4 J6 k, Z6 q9 Q }" v
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24). Z5 j: g- H" E
primary control 初步控制(22)
2 |3 `: S, j: fproduction control 生产控制(22)
8 ?3 ~0 h- |/ [8 d+ aproperties of fresh concrete 可塑混凝土性能(37)4 _ s* ^/ O' ?1 Z7 q/ X# p
properties of hardened concrete 硬化混凝土性能(38)
1 i2 c& x0 R3 J# X' Yproperty of building structural materials 建筑结构材料性能(17)
5 S1 n$ u! _ U; f( vpurlin“—””— 檩条(4)
. f% g6 p9 o0 A- r* a( c/ z" kQ
- E$ O4 J) t8 o! t3 C ^qlue timber structurer 胶合木结构(㈠)
; K* @& g5 D9 W$ Q# p9 fquality grade of structural timber 木材质量等级(?0)% Q% P+ ?* Q- N
quality grade of weld 焊缝质量级别(61)
- g6 D% F w- H. j, Zquality inspection of bolted connection 螺栓连接质量检验(63)4 p- s$ [- g7 _& a' Y! F; o5 L, `
quality inspection of masonry 砌体质量检验(48): T! r8 F/ K' [' R8 e
quality inspection of riveted connection 铆钉连接质量检验(63)
! I1 i& O: t$ M9 Q7 b9 iquasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15): z% N, D# V# D* R1 G
R r- M7 q) `6 H) x/ Q
radial check 辐裂(70)
( C4 C( ?9 y2 r" X. S; G4 @ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)! q5 T! I H% [1 A8 ]# [+ m. b
ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
* P3 F: v& P% S8 X; y( l" w- |, Eratio of reinforcement 配筋率(34)( k B6 m/ q4 t4 {7 R$ U8 ]
ratio of shear span to effective depth of section 剪跨比(35)
0 ~$ S* [2 w5 x8 H- d& c$ kredistribution of internal force 内力重分布(13)) Z% `; P) G- }( i3 }
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)5 X# W7 _& \- H/ x. n5 _
reducing coefficient of liveload 活荷载折减系数(14)
! i# v9 H- r% [) ^% b8 m& Jreducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
2 X5 w. Z2 ~0 b- \$ K( X9 zregular earthquake—resistant building 规则抗震建筑(9)# [- `9 L4 H: I: E P6 o. A3 P
reinforced concrete deep beam 混凝土深梁(26)7 n4 M- z( h" j/ f& ^
reinforced concrete slender beam 混凝土浅梁(26)
) f+ q* I. v7 preinforced concrete structure 钢筋混凝土结构(24)
$ R7 w; o, i! ^ nreinforced masonry structure 配筋砌体结构(41)* H4 f) k" G( I7 a
reinforcement ratio 配筋率(34)) Q* p+ k+ Y5 m$ @/ f
reinforcement ratio per unit volume 体积配筋率(35)3 I: N: W6 w/ G M( J P& ~
relaxation of prestressed tendon 预应筋松弛(31)% ]4 i* N. k3 E# d. P2 P2 D- I
representative value of gravity load 重力荷载代表值(17)
* G) o; o8 }% f- X: L# a, w+ dresistance to abrasion 耐磨性(38): Y( D% W2 n( t' ^( ]
resistance to freezing and thawing 抗冻融性(39)
8 l+ k' E2 X$ p3 Q! yresistance to water penetration· 抗渗性(38)$ \( Q; S2 L* Y# r: \+ n4 f% L" L
reveal of reinforcement 露筋(39)
- G5 g7 F/ ] q) Fright—angle filletweld 直角角焊缝(61)
5 Z$ K& p: I( L& t' b/ ^rigid analysis scheme 刚性方案(45)" U5 s! F! |' A
rigid connection 刚接(21)3 }& u' g; k4 l, P& q
rigid transverse wall 刚性横墙(42); P5 T( J! k* q# Z8 T- @ U% `- u* W
rigid zone 刚域(13) h9 I' W) c2 E% Q3 b; f8 r- ~
rigid-elastic analysis scheme 刚弹性方案(45)& _$ H/ j1 {/ E6 \; n, _
rigidity of section 截面刚度(19): L9 m/ `. h4 y7 ]
rigidly supported continous girder 刚性支座连续梁(11)1 q) j6 E- M# J
ring beam 圈梁(42)! @5 E* h" r$ X. }
rivet 铆钉(55)
; L* L5 p' l% F( h* Eriveted connecction 铆钉连接(60)2 R" n, r S+ B* G9 ]( ~9 g
riveted steel beam 铆接钢梁(52)
7 E6 g8 }7 E% T1 s5 c3 M4 i) mriveted steel girder 铆接钢梁(52)
8 A8 ^( T4 q; N3 `2 \% V: [$ C6 {" _; Jriveted steel structure 铆接钢结构(50)
8 {2 J5 C9 T8 ~. y' \5 y- Arolle rsupport 滚轴支座(51)
+ W7 u6 _5 B0 S: }9 ]5 _7 d hrolled steel beam 轧制型钢梁(51)1 I5 I. z) S! @. P6 u, F) k. T; x) _% n
roof board 屋面板(3)
, @8 l% D6 d: \: [$ Q, Hroof bracing system 屋架支撑系统(4)
) F( [4 [1 ~- v! H7 ?- P3 V: A% A: Groof girder 屋面梁(4)
, F; Q/ z: C0 N: S" froof plate 屋面板(3)
; \0 _" b) t+ j6 Rroof slab 屋面板(3)
# x$ D+ X2 v! n- v( U6 ^$ W5 l0 U; oroof system 屋盖(3)& m$ s2 X% p( ]% ]0 J% a& I
roof truss 屋架(4)
# O2 ]+ L. `) ^* H, ^8 o' u' ~: |rot 腐朽(71), m6 G9 S; c! A
round wire 光圆钢丝(29)0 R. G: X- f5 ] u
S 1 l& c% n2 O! H8 f
safety classes of building structures 建筑结构安全等级(9)
2 Q( q9 w* o/ g# Zsafetybolt 保险螺栓(69)
8 `# L( Z' V4 ^! o. R- fsapwood 边材(65). H) b. y% l6 w; B# X
sawn lumber+A610 方木(65)
+ E) t. L l+ I% C# rsawn timber structure 方木结构(64)
+ D0 q+ ]! w1 ~. J* E# `* F3 fsaw-tooth joint failure 齿缝破坏(45)8 U& V( Q4 J3 ~5 s
scarf joint 斜搭接(70)7 ?- F3 g: y A8 C+ ?$ W( \1 k
seamless steel pipe 无缝钢管(54)2 Q$ \% h5 s [( d
seamless steel tube 无缝钢管(54)
! i2 h7 C/ h* csecond moment of area of tranformed section 换算截面惯性矩(34)
' H- \: O" Z1 Y/ u+ a+ c, ~second order effect due to displacement 挠曲二阶效应(13)
( s' W8 `7 D& [* gsecondary axis 弱轴(56)2 W2 M9 R6 S- m+ x5 L1 h
secondary beam 次粱(6)
; H3 Y' ]( O/ P e+ x: u4 \section modulus of transformed section 换算截面模量(34)
+ `+ b# J L7 K8 X- v' i4 ^. h" Q9 Jsection steel 型钢(53)
/ R3 o. I/ l+ S) u. k* Xsemi-automatic welding 半自动焊接(59)
/ ~- l2 a8 _9 _separated steel column 分离式钢柱(51)
) S( S8 P3 O, F4 I! H! ]1 _setting time 凝结时间(38)$ d6 {8 \* O$ ^8 B* \1 Z3 E0 m
shake 环裂(70)
' p. D |3 K) ishaped steel 型钢(53)( B6 V. L1 x/ D- r: q" a% g
shapefactorofwindload 风荷载体型系数(16)
; w9 D& x X: |* |shear plane 剪面(67)
# Y1 Q( [* i! B, x5 I* K0 O; |6 sshearing rigidity of section 截面剪变刚度(19)
. B9 g; a8 U$ v& \3 n* D: Nshearing stiffness of member 构件抗剪刚度(20)8 J' ~2 O$ p# z `, I
short stiffener 短加劲肋(53)
. f- G! T; m- f; |5 b" U+ x5 gshort term rigidity of member 构件短期刚度(31)* X. c$ P7 Z6 H/ T+ h# L3 _
shrinkage 干缩(71)$ ?; e7 {7 x. c6 t: g$ Q# m
shrinkage of concrete 混凝干收缩(30)$ g1 {" x1 [! W7 u9 A, m
silos 贮仓(3)
9 n8 \8 x- d8 m. K/ D9 Yskylight truss 天窗架(4)
2 K# O6 p4 e9 B, ~% jslab 楼板(6)
% z2 Y% K, d! Y9 G# `, Mslab—column structure 板柱结构(2)# t1 V% G( z; H, x
slag inclusion 夹渣(61)
& [: t' @; d8 I, Zsloping grain ‘斜纹(70)
[2 n! H* m2 |; @& c( S$ ?slump 坍落度(37)- O: m2 _9 `4 v. V, ?
snow reference pressure 基本雪压(16)
D- {* Y3 S, d" x Nsolid—web steel column 实腹式钢柱(7 X! n) o- }, G" y b4 d9 L
space structure 空间结构(11)- N6 K$ g, K/ G) Q% A9 f6 E
space suspended cable 悬索(5)$ j! B4 k$ C" T& G
spacing of bars 钢筋间距(33)6 z; @ J. O; {
spacing of rigid transverse wall 刚性横墙间距(46)) Q% t% Z+ M7 u* S3 P3 d) A( _
spacing of stirrup legs 箍筋肢距(33)* W7 ]; `% ~7 L4 c2 G" {
spacing of stirrups 箍筋间距(33)
+ ]2 a4 Z+ T+ W& B) o" [specified concrete 特种混凝上(28), o1 G( i/ ]4 I4 G7 `
spiral stirrup 螺旋箍筋(36)
' q' E! }7 m8 x( Ospiral weld 螺旋形焊缝(60)$ b; u& ?6 S+ t; y, p
split ringjoint 裂环连接(69)# o& C, I5 F- {
square pyramid space grids 四角锥体网架(5)8 e+ |) [, s9 r5 ^+ v
stability calculation 稳定计算(10)
' x4 t4 }3 E/ \ q( y$ o7 |& hstability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
8 [% f3 h) d; Z; J9 G' w0 i6 hstair 楼梯(8)
% O% u4 m( a- F; \1 Jstatic analysis scheme of building 房屋静力汁算方案(45)1 o6 O( s% e8 G- g' s6 L
static design 房屋静力汁算方案(45)1 `9 g* J/ {" f! A. ?3 h
statically determinate structure 静定结构(11)
0 o% F6 R9 B. X8 y- Ustatically indeterminate structure 超静定结构(11)# @5 s9 h+ k0 K" V5 S- K
sted 钢材(17)% c$ O% r y2 E
steel bar 钢筋(28)
- s. Z! l1 x b+ F; B2 fsteel column component 钢柱分肢(51)
/ L' ]. F! a, ~steel columnbase 钢柱脚(51); N G! M! f/ ^ z
steel fiber reinforced concrete structure· 钢纤维混凝土结构(26)0 S3 ~$ _& W+ ?, m" d
steel hanger 吊筋(37)+ w7 V6 E- b9 Q
steel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)1 ]- p$ Z# |( |- Z4 i' G
steel pipe 钢管(54)) a' V" D; K* J( G
steel plate 钢板(53)% C& K4 n$ {5 ]/ [ \8 ?8 h/ O: F
steel plateelement 钢板件(52)
% E2 G, K4 v# l% f8 l9 Q3 Rsteel strip 钢带(53)
4 v& ]4 D2 C1 D: ]/ _/ e1 z( @steel support 钢支座(51)
) p3 ^/ y) ?, g D- y9 Zsteel tie 拉结钢筋(36)
: U' W1 N2 X) f- v: a5 {- Ysteel tie bar for masonry 砌体拉结钢筋(47) W& m! a+ h6 F/ `2 l7 Y0 Y- c
steel tube 钢管(54)
6 T' ? d }; b) u4 F8 K5 {2 w* Wsteel tubular structure 钢管结构(50)
. x9 `6 M! ~/ I0 F& esteel wire 钢丝(28)
( n. o' l8 B# {stepped column 阶形柱(7)
+ O: x9 C4 K& U4 t9 Z6 z5 k4 Y9 o2 lstiffener 加劲肋(52)
# b/ P k- q( Kstiffness of structural member 构件刚度(19)& J* q. b3 A- [9 w3 N/ Q4 W
stiffness of transverse wall 横墙刚度(45)7 W# |: h: `# N7 I. C
stirrup 箍筋(36)9 ~8 G3 I( t5 |1 }% L2 s q
stone 石材(44)2 H/ {# X; @4 g$ o' p# V" y, k
stone masonry 石砌体(44)1 s' \( k' Z( M5 q8 K1 U
stone masonry structure 石砌体结构(41)
2 V9 F, C5 x, E" y; ~" q' }storev height 层高(21)
% O; ]. Z( _2 C2 R3 tstraight—line joint failure 通缝破坏(45)3 W; I; G7 n: Q$ z4 x
straightness of structural member 构件乎直度(71)0 {; W# n2 `% K d
strand 钢绞线(2，)
, ?2 X) L6 `0 Y% xstrength classes of masonry units 块体强度等级(44)
6 s5 L- V% F2 G$ C' ]9 Fstrength classes of mortar 砂浆强度等级(44)( k- o" H C+ x1 C2 K/ a+ f
strength classes of structural steel 钢材强度等级(55)# _( B/ c$ _5 _- W1 e
strength classes of structural timber 木材强度等级(66)% v; X f8 c k9 t% E3 f/ U
strength classes(grades) of concrete 混凝土强度等级(29)8 R' f- G" H9 M& i/ V% T
strength classes(grades) of prestressed tendon 预应力筋强度等级(30): q. v" N, G) ^
strength classes(grades) of steel bar 普通钢筋强度等级(30)
: J. _& }$ G7 ~" j3 Astrength of structural timber parallel to grain 木材顺纹强度(66)
" j$ ]. d! d/ s9 W' rstrongaxis 强轴(56)
! y. W7 X1 N' r: D2 |: g1 b3 o4 sstructural system composed of bar ”杆系结构(11)
% M1 M0 R) \6 l- A: h5 j" q1 Tstructural system composed of plate 板系结构(12)% b) \( L# s1 x
structural wall 结构墙(7)
- U+ h& b1 L; Z. s S' r2 l- zsuperposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)2 O# F/ s$ c/ p5 r0 e! P+ N" R2 E
suspended crossed cable net 双向正交索网结构(6)6 }5 M9 o; N: |& X
suspended structure 悬挂结构(3)
9 t0 u" J- F8 j& Z# S* f5 J4 X6 O* eswirl grain 涡纹(?1)
6 [, m( K0 d* j* Z+ P+ h) b& AT $ F4 M& F# M+ |5 N$ G9 q' b: L9 K
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
; Q9 E) o; M* U1 n) H" atensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)( {) p; A' t4 p0 f U9 h
tensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)4 R1 a. o5 o" F1 `/ `: l' }7 w2 t
test for properties of concrete structural members 构件性能检验(40)：% h8 h$ C: ^1 \: C) L5 h
thickness of concrete cover 混凝土保护层厚度(33)
3 Y& W3 u" G* w% c0 s6 F) k4 cthickness of mortarat bed joint 水平灰缝厚度(49)
; S) j/ o+ g* @6 L2 |% jthin shell 薄壳(6)
8 M; r: y {5 othree hinged arch 三铰拱(n)! `1 r( ^! _* L q' t8 ^; ~
tie bar 拉结钢筋(36)
! }3 j2 N! o3 [" Ctie beam， ‘ 系梁(22)
5 R* b: n7 I8 U: L8 u+ w0 Ztie tod 系杆(5)2 P/ e9 a4 e& D- ]# g p8 o; p6 J
tied framework 绑扎骨架(35)
! o1 ?" \* s1 F* p* X4 ?" A, r$ ttimber 木材(17)* w& V: X3 S! ^. O h. U
timber roof truss 木屋架(64) x8 a# ]( D {1 c5 K9 I, H0 l
tor-shear type high-strength bolt 扭剪型高强度螺栓(54)
* w; } x- T$ u. Ktorsional rigidity of section 截面扭转刚度(19)8 _8 E- v5 R, y+ E! z
torsional stiffness of member 构件抗扭刚度(20)1 J$ T$ P2 c" G
total breadth of structure 结构总宽度(21)/ }' f9 d* {: e+ [* ^3 q
total height of structure 结构总高度(21)
) I& A! d% E" `$ f2 L9 V8 |( a+ }8 ptotal length of structure 结构总长度(21)
9 [8 Z3 H. C/ D, ~, gtransmission length of prestress 预应力传递长度(36)
' \( f: G: U/ T0 ~5 wtransverse horizontal bracing 横向水平支撑(4)
" _7 Y( t5 S' H# R" d) [+ U; utransverse stiffener· 横向加劲肋(53)
4 ?5 i/ K$ I$ j) Utransverse weld 横向焊缝(60); i3 t+ b ~/ f8 _- i% O% k
transversely distributed steelbar 横向分布钢筋(36)/ E/ W) P) j' e% T- _4 Z# w# E
trapezoid roof truss 梯形屋架(4)7 K& \. v7 k3 r
triangular pyramid space grids 三角锥体网架(5)
% P, u: h7 h% H+ C8 ctriangular roof truss 三角形屋架(4); ^# H7 ?3 d; m+ L9 V/ o" C( w
trussed arch 椽架(64)
" A/ Y6 }) y3 \: `# ltrussed rafter 桁架拱(5)
& A. {0 D3 H2 v5 c0 htube in tube structure 筒中筒结构(3). b8 T4 s \: Z% z1 I
tube structure 简体结构(2)7 F! x( @$ H6 ?6 ^8 j
twist 扭弯(71)
" d% e8 U! x. [$ x2 I; _2 Mtwo hinged arch 双铰拱(11)
) m( v; K7 ?" _9 }9 h- L: F& ^; atwo sides(edges) supported plate 两边支承板(12)$ v4 D5 z# K' N0 I
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)0 P, k0 `6 f* p8 t: d( R
U " |1 p2 n" K! @
ultimate compressive strain of concrete’” 混凝土极限压应变(31)7 g1 S' y3 r" d" u/ H, O9 K
unbonded prestressed concrete structure 无粘结预应力混凝土结构(25)
3 @! y# c! K. A6 X. eundercut 咬边(62)% \* ?$ P' Y, A/ n
uniform cross—section beam 等截面粱(6)
8 G% B* S: L/ U/ t" i6 runseasoned timber 湿材(65)$ U0 f& A, _! \- o3 b
upper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45) I/ e- _+ M4 w% d
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
' e3 S8 ]3 N/ ^2 z! }! eV
6 E2 x3 W0 R- T* Y! }8 r3 o; P1 Nvalue of decompression prestress 预应力筋消压预应力值(33)
& u# M7 A0 h4 Xvalue of effective prestress 预应筋有效预应力值(33)' Q7 o! b8 B. [' B" S
verification of serviceability limit states· ” 正常使用极限状态验证(10)
1 ]% V5 V" a# M; X# S6 [) y% O6 iverification of ultimate limit states 承载能极限状态验证(10)" C9 ]# ]1 `. |& _& {2 A
vertical bracing 竖向支撑(5)& {' \* M1 T: [% Q$ A2 t- T
vierendal roof truss 空腹屋架(4)" k0 a# C" P( m( @% x
visual examination of structural member 构件外观检查(39)
; [8 _) ~% [4 H- g2 hvisual examination of structural steel member 钢构件外观检查(63)
n# q0 Q" h, F1 x% L: f! y& N% Vvisual examination of weld 焊缝外观检查(62)
' k0 r# Q7 W6 `W
* }4 q- U4 w* T1 J) G/ ~wall beam 墙梁(42)
7 Z5 P1 V4 g( `% d' u! r; Wwall frame 壁式框架(门)
2 Z* z% g3 E- Y, U( P0 Twall—slab structure 墙板结构(2)
0 Z/ F* e5 w* awarping 翘曲(40)，(71)& A& g6 e: B6 X. _. V/ b
warping rigidity of section 截面翘曲刚度(19)6 u. @# K0 L0 J; Z9 r' I# U
water retentivity of mortar 砂浆保水性(48)/ J/ F0 W8 n1 ~) [% k1 b
water tower 水塔(3)4 o. S o3 w |) H, N h
water／cement ratio· 水灰比(3g)
' n0 w' f! t, i3 nweak axis· 弱轴(56)
+ T) ~9 Z3 H# Y$ F# A2 ~weak region of earthquake—resistant building 抗震建筑薄弱部位(9)
; W7 H$ n; c- @+ q! n! _' ?web plate 腹板(52)
: x+ T- P7 D+ Y; y @& `, l: Vweld 焊缝(6[))
" m0 T7 Q6 Z4 e& g0 G! wweld crack 焊接裂纹(62): M" l' W$ [! v. r* d
weld defects 焊接缺陷(61)
( w: x9 Q7 J* y! y8 r7 d0 I% n' sweld roof 焊根(61), g2 C+ z3 v7 p# f% `
weld toe 焊趾(61)7 {, A: q- k& _ K: I
weldability of steel bar 钢筋可焊性(39)
p$ P6 Q# t4 Z6 Awelded framework 焊接骨架()
. _, s. P+ t0 X: Z& `8 j' z7 twelded steel beam 焊接钢梁(
8 ~- ?. b& q# ^/ Wwelded steel girder 焊接钢梁(52)
! L" x- n, O3 ^welded steel pipe 焊接钢管(54)
* \# `/ Z+ J; ^. R5 o% Wwelded steel strueture 焊接钢结构(50)9 [/ e1 W v6 o+ ]- T
welding connection· 焊缝连接(59), j9 N; t8 R/ s6 l! B+ R; I
welding flux 焊剂(54)" ^2 j% o6 s9 a: ?1 p# c0 l9 ]3 `- G
welding rod 焊条(54)
" G1 e K0 w+ E# U& Uwelding wire 焊丝(54)
" _3 b+ r# T' q/ N0 Fwind fluttering factor 风振系数(16)
m# p# w9 b" `3 W `; Owind reference pressure 基本风压(16)8 h7 K/ s+ @" a& \' x
wind—resistant column 抗风柱(?)$ q0 O$ s) u. R/ p% }+ X, x
wood roof decking 屋面木基层(64)
. w8 t* f! T$ Q s8 M! `Y
4 L9 M% l- J/ ]1 Fyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)
" _! e& L, A5 x
( O9 j$ Y, M! a————————————————————
4 V3 b/ z3 [) V- J) w, U1 I) a: Q) u; r4 w
常用的景观英文
& H1 P1 O% {/ [* o2 o7 o, z3 m$ X& N6 K% {5 i
1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) 5 @5 o# Q7 i& _+ Y7 O
2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN ) ; G& ~ |) k7 g
3.商业中心入口 ENTRANCE TO SHOPPING CTR.
) r, U* N0 I3 L7 z5 ]9 W4.水景 WATER FEATURE 9 m8 [- a5 d8 }
5.小型露天剧场 MINI AMPHI-THEATRE8 i0 z* ^* d! A; h5 Z
6.迎宾景观-1 WELCOMING FEATURE-1 0 H9 t5 P) g; C0 j N7 a E
7.观景木台 TIMBER DECK (VIEWING) $ m1 i4 R" L& N/ f7 k. d' v& \
8.竹园 BAMBOO GARDEN " q8 y- v4 J5 `: U
9.漫步广场 WALKWAY PLAZA
1 w# o6 g k3 W+ l10.露天咖啡廊 OUT DOOR CAFE
( A1 U% D8 u, k! [4 ?) r1 \11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 ' k) }+ R- P* j
12.木桥 TIMBER BRIDGE , l( r4 \: T* i+ m% P6 m% @
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE
F) X. q& B$ h6 T+ u14.吊桥 HANGING BRIDGE
* v3 b1 @% e- W$ | c" v% P- q; t4 ?15.休憩台地(低处) LOUNGING TERRACE (LOWER ) & `: R* `$ V% h
16.休憩台地(高处) LOUNGING TERRACE (UPPER )
. n, e; O' z v17.特色踏步 FEATURE STEPPING STONE
; Y6 N$ `% E! O* B18.野趣小溪 RIVER WILD . M+ C- [7 B( |" L. s1 Q5 S
19.儿童乐园 CHILDREN'S PLAYGROUND 8 y" \/ L- N) l+ {8 Q
20.旱冰道 SLIDE _5 _, a! G- l- {4 B* B+ @ L
21.羽毛球场 BADMINTON COURT / l, P" B; q7 i# v# [ I( f7 S
22.旱景 DRY LANDSCAPE
6 }9 S6 h! y, v9 K3 ^9 M3 P23.日艺园 JAPANESE GARDEN 7 I5 [$ R' P) e9 A
24.旱喷泉 DRY FOUNTAIN 1 A7 I, p3 t" H h
25.观景台 VIEWING DECK( a a/ `8 L& H+ c8 F
26.游泳池 SWIMMING POOL k! M/ W l4 C3 M/ r0 j: b
27.极可意 JACUZZI
* H7 d8 y: w7 [- }) F5 G28.嬉水池 WADING POOL
q$ `8 s7 U6 R1 a) O$ k29.儿童泳池 CHILDREN'S POOL
, P* D! e4 |* E/ w0 T/ F& A) U30.蜿蜒水墙 WINDING WALL ' E5 a; b) s$ i$ c$ J9 c7 Q
31.石景雕塑 ROCK SCULPTURE
6 m. l3 ^3 ? R32.中心广场 CENTRAL PLAZA , M U( n, l( i& _6 U1 ^/ k
33.健身广场 EXERCISE PLAZA
b" y8 r5 p6 v; L34.桥 BRIDGE
& k6 Y1 N& J6 ]% a. Q35.交流广场 MEDITATING PLAZA2 U& ?& x1 ]/ ]3 b j u2 E" G, ~% a
36.趣味树阵 TREE BATTLE FORMATION 2 M& r$ ~& q; D! w; {3 D; M
37.停车场 PARING AREA
K- I/ a7 }% _3 Z( X0 e# W) v6 e38.特色花架 TRELLIS
& X2 Y: Y5 l$ F" a" S. H* x* F39.雕塑小道 SCULPTURE TRAIL1 P2 v9 f1 z/ |; \+ w
40.(高尔夫)轻击区 PUTTING GREEN N, v+ \- H. S K! ^& y' Y
41.高尔夫球会所 GOLF CLUBHOUSE - M. w7 h& d( z1 V# }4 Z8 N8 Q0 M
42.每栋建筑入口 ENTRANCE PAVING TO UNIT
' l( ~/ }0 q' d6 P- n. G43.篮球场 BASKETBALL COURT
3 ^2 _9 e0 c; i* b/ y+ L1 Y' H44.网球场 TENNIS COURT6 X& X' M" J/ J6 W
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
, m& Z: k: K' E5 e! o+ @46.广场 MAIN PLAZA
8 c# [" y9 O5 r( o! w( H47.森林、瀑布 FOREST GARDEN WATERFALL , ]# z' K. I) i& c) z
48.石景园 ROCKERY GARDEN ' A, P" K6 F8 U% i
49.旱溪 DRY STREAM " T- l6 \0 V& |
50.凉亭 PAVILION . U' j! \2 D7 N2 L
51.户外淋浴 OUTDOOR SHOWER ' h. k+ L H$ E7 e. w, n5 I- K( x( L
52.拉膜结构 TENSILE STRUCTURE 5 b! s& T$ z+ K% c
53.台阶 STAIR
' }1 t( c" L5 _: L54.高尔夫球车停车场 PARKING ( GOLF CAR )5 b& _( o# L# I' b- ?
55.健身站 EXERCISE STATION
5 s2 j1 ~1 s% f6 |9 q56.晨跑小路 JOGGING FOOTPATH
5 Q4 G4 S4 J2 Q% Z, \ P# h% o57.车道/人行道 DRIVEWAY /SIDEWALK
I$ W9 J) X. T+ r58.人行漫步道 PROMENADE 9 _% t$ y/ m2 T+ c/ t
59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
, M( T9 N& j! F3 T! ~60.特色入口 ENTRY FEATURE
. r) T5 r( [2 P2 m+ y5 R61.石景广场 ROCKERY PLAZA |
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