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本帖最后由 Ｓ' 于 2010-3-17 22:38 编辑 * ^; |( R! q! K& O3 x' t* J
5 x2 {2 Y) l: Q( H' b8 m S, ^9 R
分享，攒RP考试用9 c ], v5 v0 n4 Q+ e
不知道大家需要否，一层层贴吧:loveliness:
( o! k8 z/ ]$ q) x i———————————————————— f* o% M2 u# \) q' G! n' t; t: C
常用的建筑词汇0 V/ l/ G; H, P% a& R) |
# l1 g/ P. y1 v
A / m, q i2 X: I" B' W: B# M& Z
acceptable quality 合格质量
" t1 |( V% G+ X/ T l3 kacceptance lot 验收批量
: p% f: g" r2 L! d/ Caciera 钢材. b' E/ e& W( {) [7 X
admixture 外加剂
" }* n) [, b p+ bagainst slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数
, s% C: }8 y/ G! \' q$ saggregate 骨料
+ }9 Y2 M9 o/ i. u# W G) Jair content 含气量' F% o# f1 _2 i% g% A1 |' a* {
air-dried timber 气干材' M# f l% R3 {8 S9 K" ^/ Y" ]
allowable ratio of height to sectional thickness of masonry wall or column 砌体墙、柱容许高厚比
" w, @: _3 x) @' K9 G5 J" u- _% Pallowable slenderness ratio of steel member 钢构件容许长细比
' P4 \2 F" u' u; ?5 O/ M2 fallowable slenderness ratio of timber compression member 受压木构件容许长细比
# n) V4 b/ ]" |7 |allowable stress range of fatigue 疲劳容许应力幅
4 T4 ]' z" O5 ~) x3 y/ K4 }allowable ultimate tensile strain of reinforcement 钢筋拉应变限值8 _, a! u' P) F2 P; J: P) w( k
allowable value of crack width 裂缝宽度容许值7 }! }4 q1 v- k; }9 v1 Q
allowable value of deflection of structural member 构件挠度容许值! T8 B) {8 b7 U C
allowable value of deflection of timber bending member 受弯木构件挠度容许值 e* T/ J% A: q+ t) X7 z8 U2 U/ `; Y
allowable value of deformation of steel member 钢构件变形容许值- [8 ]* D) \& v! C9 M1 |
allowable value of deformation of structural member 构件变形容许值
: o6 B! c9 @" i9 D) ^/ wallowable value of drift angle of earthquake resistant structure 抗震结构层间位移角限值
1 c* b- F* I: x G! k1 r7 m4 Jamplified coefficient of eccentricity 偏心距增大系数0 n' r9 w: v! X6 o4 @; Q- p( r
anchorage 锚具
7 o+ f* j2 J/ g& n& |+ g! ^anchorage length of steel bar 钢筋锚固长度& b+ B9 [5 b. v V2 [+ G; q: d$ J
approval analysis during construction stage 施工阶段验算& I5 L2 [) z. r3 x- |+ x1 W( s
arch 拱: M/ R- ]1 ^' S- b
arch with tie rod 拉捍拱1 e8 C! s: D2 t9 f0 l
arch—shaped roof truss 拱形屋架
$ H% x1 C/ V5 F) H9 q1 aarea of shear plane 剪面面积( G' j* a6 f9 N/ L
area of transformed section 换算截面面积' W, [, W3 `, G( v3 k
aseismic design 建筑抗震设计
7 _* Y* {" h7 Fassembled monolithic concrete structure 装配整体式混凝土结构
' M5 {1 M) Q V1 d, ]2 ^! w7 l! Uautomatic welding 自动焊接
9 X1 B- S9 q$ Wauxiliary steel bar 架立钢筋' T2 W9 i- @' W" C3 R
B q& Q m7 \3 r; E6 y
backfilling plate 垫板
$ E) W6 L; H* N8 Cbalanced depth of compression zone 界限受压区高度
G/ E, f2 g2 L& H/ y( s# v6 [3 }1 tbalanced eccentricity 界限偏心距( |4 S: f% G" d e8 `4 ?
bar splice 钢筋接头
- s3 q! q/ e+ M+ Y/ Mbark pocket 夹皮
9 y; k' S/ z, F4 |$ {) pbatten plate 缀板
% f# E( ?+ z, B8 X4 rbeam 次梁
' n) A6 h2 D& ^- X9 B: J3 gbearing plane of notch 齿承压面(67)
5 X9 g/ ^- \9 B& j' lbearing plate 支承板(52): ` y n0 _; |0 Y h9 \
bearing stiffener 支承加劲肋(52)) x; Z4 ?$ v) {4 ~( f. p- f6 U" y
bent-up steel bar 弯起钢筋(35)
" R* B3 [) X# R% K9 W/ [block 砌块(43)
" a4 X2 ^9 [# w) Q5 u) Ablock masonry 砌块砌体(44)6 Z* e$ E* n) Z+ l
block masonry structure 砌块砌体结构(41)
8 X& I _; x4 ]0 P) R" Eblow hole 气孔(62)
$ O5 I4 M% Y( ^9 Lboard 板材(65)9 u( |% e- g* _8 ]
bolt 螺栓(54)
4 l& u8 i/ ^: T3 t& ibolted connection (钢结构)螺栓连接(59)
! ]7 h% W( E- y2 d" j1 n5 Z8 M1 cbolted joint (木结构)螺栓连接(69). @& x9 R1 p9 i' b) Y
bolted steel structure 螺栓连接钢结构(50)
" d# Z/ ], {: @4 L. b. wbonded prestressed concrete structure 有粘结预应力混凝土结构(24)
% m3 M+ e+ B; b; F- N9 Vbow 顺弯(71)# K; B2 }8 {. M3 x* {
brake member 制动构件(7)
+ _ Z6 p" Z6 zbreadth of wall between windows 窗间墙宽度(46)3 s7 n- f. e+ g1 }: T0 E
brick masonry 砖砌体(44)) q$ y. j- y" c5 i* s( e
brick masonry column 砖砌体柱(42)
1 N( E! N5 P/ y6 bbrick masonry structure 砖砌体结构(41)
7 A6 }7 z! }+ D$ ?brick masonry wall 砖砌体墙(42)
. ~1 L# `& M P" ]/ G" \# P" wbroad—leaved wood 阔叶树材(65)
; w$ y2 e( q2 K" fbuilding structural materials 建筑结构材料(17): V9 X9 s$ V0 L
building structural unit 建筑结构单元(4 g9 v1 F0 ` _9 m
building structure 建筑结构(29 L: S+ L. G* h4 J" E& n
built—up steel column 格构式钢柱(51
* F$ P, W0 U, G f" Wbundled tube structure 成束筒结构(33 E8 R* r# x1 d' N3 {
burn—through 烧穿(629 K1 @( J( @" `4 O7 L: N
butt connection 对接(59, X2 \5 f( r& y: m& h* \
butt joint 对接(70)
0 P7 [! i$ ?# a& Abutt weld 对接焊缝(60)
% F+ V, T( T5 H0 mC + l- Z0 }7 D) m) q6 i6 E! b
calculating area of compression member 受压构件计算面积(67)! a" `6 N# s Q) F" H* D3 s0 \3 I
calculating overturning point 计算倾覆点(46)' g1 x1 x7 i W( }2 e4 X
calculation of load-carrying capacity of member 构件承载能力计算(10)
6 H' N9 x; D* ~$ i$ y3 s3 A3 Ucamber of structural member 结构构件起拱(22)1 v. i J3 t# U" T
cantilever beam 挑梁(42)
4 v" K! l, ^& }- Ycap of reinforced concrete column 钢筋混凝土柱帽(27)+ k6 f5 w4 {# M. I. ^( C: }0 |
carbonation of concrete 混凝土碳化(30)
9 d- P5 z' i3 i% Icast-in—situ concrete slab column structure 现浇板柱结构) T% Q& k- l" r3 L
cast-in—situ concrete structure 现浇混凝土结构(25)
7 g& t4 x; j* R) t4 t tcavitation 孔洞(39)
/ S2 I9 P2 R2 d- Q2 c; d3 acavity wall 空斗墙(42)
# T. [% M& e8 C+ R4 Y- Qcement 水泥(27), c5 p- X) X3 L6 N$ Z% R' k
cement content 水泥含量(38)
, m# Q6 y9 u% bcement mortar 水泥砂浆(43)
. }* g D3 [" X" [5 X: Wcharacteriseic value of live load on floor or roof 楼面、屋面活荷载标准值(14)
2 ?" K8 s0 c/ `9 f2 echaracteristi cvalue o fwindload 风荷载标准值(16)! z: E& w3 D& }# ]1 w( V
characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值(30)3 c7 P* t4 }+ X% \: Q3 R* C
characteristic value of concrete tensile strength 混凝土轴心抗拉标准值(30)8 [( z5 H0 T& z% e+ }
characteristic value of cubic concrete compressive strength 混凝土立方体抗压强度标准值(29)
% c) n) Q' S/ s/ m5 {$ N, Z3 scharacteristic value of earthquake action 地震作用标准值(16)
" J& Q8 c+ P2 N3 ?- I! x0 Rcharacteristic value of horizontal crane load 吊车水平荷载标准值(15)
9 i; f9 I) ]6 Z, Q7 w$ Q! C' ncharacteristic value of masonry strength 砌体强度标准值(44)* L" A5 E8 c ^5 J# E
characteristic value of permanent action· 永久作用标准值(14)
7 V5 N5 c/ q. A) h# F! vcharacteristic value of snowload 雪荷载标准值(15)6 U! ]6 W8 g5 Z0 S {
characteristic value of strength of steel 钢材强度标准值(55)
, j V4 M) d+ Wcharacteristic value of strength of steel bar 钢筋强度标准值(31)) ~# {, d2 i" ~9 r
characteristic value of uniformly distributed live load 均布活标载标准值(14)
* ^, M0 r9 a, X, x6 ^& wcharacteristic value of variable action 可变作用标准值(14). a0 c8 u$ u' u* l8 W& b7 h L
characteristic value of vertical crane load 吊车竖向荷载标准值(15)
0 u7 F# S% U) G, z9 gcharaeteristic value of material strength 材料强度标准值(18)
" s" f. z# X& a$ G+ d# t4 Ychecking section of log structural member·， 原木构件计算截面(67)$ Q' c" }' m8 L, c9 c9 q& Y- l- T
chimney 烟囱(3)9 ^' [1 X! [& l1 g
circular double—layer suspended cable 圆形双层悬索(6)
% Y' L6 C0 k; q# ecircular single—layer suspended cable 圆形单层悬索(6)0 B* ~7 C0 u3 A; M
circumferential weld 环形焊缝(60). g2 Y9 R0 |7 H, v Z1 q! @
classfication for earthquake—resistance of buildings· 建筑结构抗震设防类别(9)
! Y5 E% c% |$ c! _2 \clear height 净高(21)
' u G; E/ l, z1 C5 n0 N, R, zclincher 扒钉(?0)
6 q9 f( D% l2 T1 m9 Fcoefficient of equivalent bending moment of eccentrically loaded steel memher(beam-column) 钢压弯构件等效弯矩系数(58)- {* y. N: t2 b) R: w! P
cold bend inspection of steelbar 冷弯试验(39)
0 G$ b% g. H% C7 f+ c. e" U0 I: ]cold drawn bar 冷拉钢筋(28), {6 @, s9 |5 M
cold drawn wire 冷拉钢丝(29)2 l. f1 R! A i) x3 b$ s
cold—formed thin—walled sectionsteel 冷弯薄壁型钢(53): L+ i- x6 g: L# i& |! B
cold-formed thin-walled steel structure·‘ 冷弯薄壁型钢结构(50)
" v! g1 Q: Z7 ^+ p+ p4 s! {6 jcold—rolled deformed bar 冷轧带肋钢筋(28)
& W" x+ b8 }/ L- R0 f# e1 kcolumn bracing 柱间支撑(7)
) {3 x$ `- U8 r% N! acombination value of live load on floor or roof 楼面、屋面活荷载组合值(15)
0 D1 C; j4 U' l; J Ocompaction 密实度(37)
" \8 |) p% f$ f8 U. {compliance control 合格控制(23)4 N ]$ a0 j- \" t% Z+ o
composite brick masonry member 组合砖砌体构件(42)
+ E" c, q! T- ]/ z4 w: ecomposite floor system 组合楼盖(8): z h# j# m- S9 A1 g1 r- `* A
composite floor with profiled steel sheet 压型钢板楼板(8)7 G/ P+ v; B1 K6 A x8 N- Q5 t/ S
composite mortar 混合砂浆(43)
' a/ U4 _/ \; q8 b6 n' H' L7 H+ ccomposite roof truss 组合屋架(8), B4 {- z# p" g: h3 P" W0 P
compostle member 组合构件(8)1 O! ?- d' l9 ]% f5 u, f: G6 l
compound stirrup 复合箍筋(36)
' A1 ?& @0 `& K- J6 ccompression member with large eccentricity· 大偏心受压构件(32)
/ h# N. ?4 g/ C2 `! s' Ocompression member with small eccentricity· 小偏心受压构件(32)
+ H/ S/ k: Z( s$ y2 }' p4 k* Ecompressive strength at an angle with slope of grain 斜纹承压强度(66)
; W( @, f h+ d7 E. w0 Q3 O1 Z3 V- `compressive strength perpendicular to grain 横纹承压强度(66): u2 s' Q* L; z$ G/ i5 ^$ O
concentration of plastic deformation 塑性变形集中(9)+ F0 d) t: L$ b" | h. a
conceptual earthquake—resistant design 建筑抗震概念设计(9)" J) Z. L7 q+ B/ x8 ~2 N6 j
concrete 混凝土(17)
w: f2 X0 f! i' n) f$ ]) w" }9 }concrete column 混凝土柱(26)
9 Y* [4 r [3 I# U: y& Dconcrete consistence 混凝土稠度(37)* c# T$ v7 ~! x0 h2 o/ \, e- f
concrete floded—plate structure 混凝土折板结构(26)
4 j- H- j, Y; x' q% k' zconcrete foundation 混凝土基础(27) {8 Y$ o4 F" p9 R. ]( C
concrete mix ratio 混凝土配合比(38)
4 f! D1 N6 S5 }2 ~ H$ fconcrete wall 混凝土墙(27)5 C! f6 f; r/ _+ a+ F/ F' r
concrete-filled steel tubular member 钢管混凝土构件(8)8 E( C# Y; K/ h: G; p
conifer 针叶树材(65)
$ P$ h/ t* G. x( Lconiferous wood 针叶树材(65)
* v5 m i. H: R# o" Vconnecting plate 连接板(52)0 a% B* I; ?' i. S
connection 连接(21)
. o; D8 i/ W& S: G- `; I5 R* {$ X" M# Aconnections of steel structure 钢结构连接(59)1 }1 @1 V/ c% B) k. V
connections of timber structure 木结构连接(68)2 w0 d$ Y, o" L" J+ h3 R
consistency of mortar 砂浆稠度(48)) C" E1 @' T' y, j
constant cross—section column 等截面柱(7)' U/ y4 m- r( j* g1 e2 e
construction and examination concentrated load 施工和检修集中荷载(15)# [5 _) R$ U& F2 r" j
continuous weld 连续焊缝(60)+ F. ^/ t7 i" ^; ]. r, U. X
core area of section 截面核芯面积(33)# g) T# v( j) J7 s/ M* E0 m
core tube supported structure 核心筒悬挂结构(3)
$ f% `/ M% W* {0 D1 z; ccorrosion of steel bar 钢筋锈蚀(39)+ L5 N) T2 [+ T5 K: Y$ F% D2 K2 \
coupled wall 连肢墙(12)% r+ R# |0 P2 c) e) R
coupler 连接器(37)- p" r6 o8 r$ c9 l0 A- y! K
coupling wall—beam 连梁(12)& L/ [ y5 W" M. @% F, U5 E
coupling wall—column... 墙肢(12)7 L) U- P; @8 R$ D5 |
coursing degree of mortar 砂浆分层度(48)
$ k' a5 }; H/ J9 J$ V# S/ _" Ncover plate 盖板(52)
& o2 w) M* O& C. l$ ?covered electrode 焊条(54)
( R, P8 V9 q" Ocrack 裂缝(?0)) q. i$ r$ H8 i1 g4 P, K9 \
crack resistance 抗裂度(31); ^* M( M9 S. K2 t5 R: ~" G
crack width 裂缝宽度(31)
u" O5 g& z! ~" n, w( a7 xcrane girder 吊车梁(?)3 }0 F( F' e2 P5 q4 Z
crane load 吊车荷载(15)8 C: I& I8 V- f+ a. X: Q
creep of concrete 混凝土徐变(30)
1 s: Y( ^$ y5 `crook 横弯(71)% ?! {9 v' G+ w+ y* b' M6 y% I
cross beam 井字梁(6)% t8 R$ |8 A7 N" {, \5 T+ J, Q2 x
cup 翘弯
. l9 B& z1 N" H( w$ Ccurved support 弧形支座(51)1 T' {) s9 j7 z- h$ ? Z& m$ n" t
cylindrical brick arch 砖筒拱(43)
( P( W9 J/ z) k) g8 m8 qD 0 z7 Q$ e+ p, Z6 j \( _& x) g8 B
decay 腐朽(71)
( ~9 o+ f, w9 b: Qdecay prevention of timber structure 木结构防腐(70)
- H+ r3 W" B6 d C2 y" c3 rdefect in timber 木材缺陷(70)2 u- J$ ^- }% T0 r9 ^
deformation analysis 变形验算(10)5 N$ Z- d/ Z. G+ Y' G
degree of gravity vertical for structure or structural member· 结构构件垂直度(40)* ?5 z( Y! f- a) m; o/ Y7 s
degree of gravity vertical forwall surface 墙面垂直度(49)4 O- G3 }7 p; O; v3 Y# T7 o! B
degree of plainness for structural memer 构件平整度(40)' X( `; N& a2 _ |2 Q z
degree of plainness for wall surface 墙面平整度(49)
8 U9 |4 |( z6 T1 t% d4 ^+ `( q5 Bdepth of compression zone 受压区高度(32)* w" |: [+ g' T1 t
depth of neutral axis 中和轴高度(32)
: i( O# r* _2 D$ r% }( U- rdepth of notch 齿深(67)5 `# l# w% F6 `$ E
design of building structures 建筑结构设计(8)
) i1 S0 v! @/ K% r% P2 ldesign value of earthquake-resistant strength of materials 材料抗震强度设计值(1
6 @. T5 M" l9 z% ^$ y0 f7 pdesign value of load—carrying capacity of members· 构件承载能力设计值(1; u! N/ {9 g3 f' E1 j% r: G
designations 0f steel 钢材牌号(531 r% M4 T+ p) F& g
designvalue of material strength 材料强度设计值(1. D+ F: R" f2 p, s
destructive test 破损试验(401 j8 I- n1 y: X8 z7 R" k
detailing reintorcement 构造配筋(35
. H2 n h8 F- Q7 O. O. Mdetailing requirements 构造要求(22
" i$ U, R* \+ ~* M$ y0 x+ k8 q6 t- F' Hdiamonding 菱形变形(71)
) Z) V* c8 n5 x: g* R! P7 a+ R7 T6 Zdiaphragm 横隔板(52
1 B# v& Y8 V; U. {) Ddimensional errors 尺寸偏差(39)
9 l; J3 R9 R. x d7 ~( h. Fdistribution factor of snow pressure 屋面积雪分布系数* J/ m9 X5 Q# ?
dogspike 扒钉(70), |4 L3 t G8 m( l; W/ N
double component concrete column 双肢柱(26)
) V$ ?6 K( E2 ~dowelled joint 销连接(69)) I3 W0 f. W* `5 V
down-stayed composite beam 下撑式组合粱(8)
3 T ]4 G( N$ V% ^9 n2 `! Hductile frame 延性框架(2)) A4 L4 {% y# }4 S+ F1 C) r2 s9 A1 O
dynamic design 动态设计(8)
6 _% ]: q6 ]5 @, c# ~# O6 u8 rE
& _# v1 O4 U3 o8 z+ O: Yearthquake-resistant design 抗震设计(9：' w6 ]$ y1 @5 s- G: `5 I6 e1 T
earthquake-resistant detailing requirements 抗震构造要求(22)( @+ H' I, M+ S7 W
effective area of fillet weld 角焊缝有效面积(57)& i3 N; j3 H' j
effective depth of section 截面有效高度(33); h2 J6 ]( V- c \: i
effective diameter of bolt or high-strength bolt· 螺栓(或高强度螺栓)有效直径(57)+ c. B) k2 B r$ Z+ b
effective height 计算高度(21)
' i6 T+ B% V l; Y; leffective length 计算长度(21)( k* l& G" y% j; N# b$ P
effective length of fillet weld 角焊缝有效计算长度(48)- A8 \9 e$ l* f4 b
effective length of nail 钉有效长度(56): ]+ t1 B1 Q0 R9 l% j
effective span 计算跨度(21) n! Q( \& Y2 }' \2 G3 W
effective supporting length at end of beam 梁端有效支承长度(46)
' [+ R' j4 F7 p) F2 W: d7 A# y; _effective thickness of fillet weld 角焊缝有效厚度(48)4 a4 {) B' Q; U0 m, e6 o3 o- ]
elastic analysis scheme 弹性方案(46), r$ ?: V; I; ~% o Q" x/ Z8 _7 Q
elastic foundation beam 弹性地基梁(11)+ H' t* o0 |5 ]6 R) h5 b; p& b4 s
elastic foundation plate 弹性地基板(12)0 E) G- T* N1 Q# T0 g
elastically supported continuous girder· 弹性支座连续梁(u)* o) `: g! K5 U
elasticity modulus of materials 材料弹性模量(18)" {# G" Z/ `; f2 W
elongation rate 伸长率(15)
% }* }# T ~& y( s- Kembeded parts 预埋件(30)! ?; G4 n3 N; X6 f) M3 L% Z7 x
enhanced coefficient of local bearing strength of materials· 局部抗压强度提高系数(14)5 _# P' r6 j0 S9 w4 d5 M- S) {1 \
entrapped air 含气量(38)' W1 L8 [5 e" \0 I4 N" S
equilibrium moisture content 平衡含水率(66)
" `$ {* }, w$ a/ I2 c) G3 Cequivalent slenderness ratio 换算长细比(57)9 S, N) A+ ?( @4 ^* E d+ b* O
equivalent uniformly distributed live load· 等效均布活荷载(14)
1 X1 u6 N- y2 B' ]" zetlectlve cross—section area of high-strength bolt· 高强度螺栓的有效截面积(58)
7 [0 I4 m% _$ i6 J8 _" v' j3 qettectlve cross—section area of bolt 螺栓有效截面面积(57)( c) A% J' Y; j! z
euler's critical load 欧拉临界力(56)2 E( K7 x. D: J
euler's critical stress 欧拉临界应力(56)
w3 v7 C3 o1 B, Hexcessive penetration 塌陷(62)* u( m; u0 k9 [' k1 z
F
! J z+ j9 P! b1 \$ @fiber concrete 纤维混凝仁(28)4 z# P8 G4 n' I
filler plate 填板门2)
0 o; x! b# b% Q0 a wfillet weld 角焊缝(61)9 ]* t% t) V1 J: i: F& H: U+ R
final setting time 终凝时间()
0 \8 c) E; X7 c$ i" @6 Q2 `& r& vfinger joint 指接(69)
0 H: Y) h1 \9 |3 j1 Yfired common brick 烧结普通砖(43)
/ M8 R7 E$ v" ]4 b0 D) L4 v' s7 rfish eye 白点(62)
6 D4 d' E0 t s) P" ?fish—belly beam 角腹式梁(7)' s: @+ g6 @( d# s) x% h( [
fissure 裂缝(?0)$ @3 _/ K P" c7 I9 v1 v a5 n
flexible connection 柔性连接(22)
& ]( ?, W- r$ ~0 u, x* o/ o. k) E, Tflexural rigidity of section 截面弯曲刚度(19)
8 u( U0 B& p$ D8 Jflexural stiffness of member 构件抗弯刚度(20)# R* d4 V7 N! F: b- O) ^) S6 C
floor plate 楼板(6)& u- W6 n+ i; [; N. b
floor system 楼盖(6)
9 W) r# v: o2 lfour sides(edges)supported plate 四边支承板(12)
* A6 S! h \ Z) s3 P+ Rframe structure 框架结构(2)
' p4 k. ~$ I5 W$ ?frame tube structure 单框筒结构(3)
; S4 ~- k$ A. O r T9 v: Qframe tube structure 框架—简体结构(2)
Q' G8 J" x% Q/ N5 }% tframe with sidesway 有侧移框架(12)8 P& Q" B: Y. a# K6 q9 S7 ?
frame without sidesway 无侧移框架(12)
2 X4 m0 l# @* R- w* ?2 K, Bfrange plate 翼缘板(52)
U7 g# n, |3 K' q- Cfriction coefficient of masonry 砌体摩擦系数(44)
, @# i [6 [0 l2 `full degree of mortar at bed joint 砂浆饱满度(48)
0 |& J D! K6 t& n$ f2 j; tfunction of acceptance 验收函数(23)5 ^1 |2 S8 X( V- g) p& a3 I
G * }- @1 a( Y+ ^' h, E) r
gang nail plate joint 钉板连接()0 o$ z0 y; X2 P# r% L4 e5 V, X
glue used for structural timberg 木结构用胶
- S5 j- T) R ?, x* ~/ }glued joint 胶合接头 y* |- Y7 l) X7 I4 S& z* w% J
glued laminated timber 层板胶合木(¨)
( ]; y1 u! C vglued laminated timber structure 层板胶合结构‘61)
% r2 m A- @0 I. P' ugrider 主梁((㈠
" s3 F6 x% B/ pgrip 夹具
( u4 J) h% v4 ? [ S/ r2 } e, g' mgrith weld 环形焊缝(6÷)); R* z' x* w. D1 N
groove 坡口
5 U( D3 o0 M* \gusset plate 节点板(52)3 J5 y4 ?; B* ^2 N5 y7 C
H
4 |( |; ?! @; X# o; P& Uhanger 吊环
. A9 ^9 n+ M/ e* R( @hanging steel bar 吊筋
3 k; J9 c1 O8 ]5 Iheartwood 心材6 @6 |9 g, m$ q5 v, f* M8 c$ B
heat tempering bar 热处理钢筋(28)
+ W; q: t3 `* Y) ?- Jheight variation factor of wind pressure 风压高度变化系数(16)
- t! S* d8 x- v0 F, D& L8 S% T; Mheliral weld 螺旋形僻缝
" k- H4 U; P6 |/ E2 Chigh—strength bolt 高强度螺栓& y p$ G8 L8 e) Z
high—strength bolt with large hexagon bea 大六角头高强度螺栓
# i; ?2 ~; \1 e0 b1 O3 ?high—strength bolted bearing type join 承压型高强度螺栓连接，+ l2 |% L, ]0 S( ~8 c! U/ p- Z
high—strength bolted connection 高强度螺栓连接
! W, E5 W& [# q' h8 zhigh—strength bolted friction—type joint 摩擦型高强度螺栓连接
! O) R3 k" ?1 _* ^/ Zhigh—strength holted steel slsteel structure 高强螺栓连接钢结构5 ?+ g7 ^' A. U3 [% I8 _3 I) X' x
hinge support 铰轴支座(51)# e0 `. r; O7 b
hinged connection 铰接(21), K3 |' q7 `& i; ^, t! Z/ R4 e6 R7 S
hlngeless arch 无铰拱(12) O' A% ~# Q/ \8 v& \
hollow brick 空心砖(43)
/ K! U3 M# @! K* \hollow ratio of masonry unit 块体空心率(46)
& n0 N5 J! E# ]7 Zhoneycomb 蜂窝(39)/ R6 H( e* r$ Y; l+ B2 {
hook 弯钩(37)1 B0 l2 i) k" w( @# T n
hoop 箍筋(36)$ H9 M) G+ R0 }- D( b; n* O) x
hot—rolled deformed bar 热轧带肋钢筋(28)9 S6 G7 {. V9 R. B+ j. r, \
hot—rolled plain bar 热轧光圆钢筋(28)
% R- p5 y$ H1 l y0 w5 M( Xhot-rolled section steel 热轧型钢(53)( D' I: S( r" }- f/ G& E
hunched beam 加腋梁(?): f) O+ r; V2 \8 e- C
I ! `5 I x4 y: c, _& c; L
impact toughness 冲击韧性(18)
9 p7 b4 U% I7 o0 t& Y. W# `impermeability 抗渗性(38)
0 [4 H1 m/ m% r M# ginclined section 斜截面(33): o- [- S! u, ?, g# N
inclined stirrup 斜向箍筋(36)
& J& E6 P' U( F* jincomplete penetration 未焊透(61), d3 p; ^" m7 C0 f3 a" J5 D
incomplete tusion 未溶合(61)! x* g k% N, o9 z
incompletely filled groove 未焊满(61)8 l& q) O3 w* Y9 o. y2 i/ U
indented wire 刻痕钢丝(29)
# b9 b7 [$ V5 p+ X2 Iinfluence coefficient for load—bearing capacity of compression member 受压构件承载能力影响系数(46)
, Q9 q" ^7 ^' |/ j9 Finfluence coefficient for spacial action 空间性能影响系数(46); h. [/ I$ T* @5 E" T
initial control 初步控制(22)1 t! k& ~* `! M" W
insect prevention of timber structure 木结构防虫(?o)" P. K3 _5 Q% J. g' n; c! R4 o
inspection for properties of glue used in structural member 结构用胶性能检验(71)
# l" k* E; W$ l4 g H. Oinspection for properties of masnory units 块体性能检验(48)" Q9 t# _ Q6 u) S. ?/ F( E) C
inspection for properties of mortar 砂浆性能检验(48)
4 e ^! h1 W5 Q# M" |inspection for properties of steelbar 钢筋性能检验(39)" O' Z8 ]9 r3 e1 y
integral prefabricated prestressed concrete slab—column structure 整体预应力板柱结构(25)
0 t0 F! l z1 `) k# x: a7 j; F! U2 mintermediate stiffener 中间加劲肋(53)
2 [( h9 Y2 m2 r' @- }% l& nintermittent weld 断续焊缝(60), v. Y' |9 A3 U6 x
J ' h2 M, V. x8 C, P k# Q
joint of reinforcement 钢筋接头(35)
' _+ d7 A6 G- @% p. sK / m9 ?6 G5 |& H' ~
key joint 键连接(69)% v: ?! I6 y* c7 v' k6 r3 _" Y
kinetic design 动态设计(8)
; n: v& e3 I' a- iknot 节子(木节)(70)
6 L0 M, x3 w: v; ?4 D2 uL q& X7 z" t; ]
laced of battened compression member 格构式钢柱(51)" L: [- ?4 i: @
lacing and batten elements 缀材(缀件)(51)# _9 p2 a P% K( g
lacing bar 缀条(51)2 B: i( p P! k9 t
lamellar tearing 层状撕裂(62)
! @1 s+ j' @2 t" l8 xlap connectlon 叠接(搭接)(59)1 y: `- ]" }, v8 r, S
lapped length of steel bar 钢筋搭接长度(36)7 [. C0 v O* C% z0 b( {# a+ ]
large pannel concrete structure 混凝土大板结构(25)9 t, k1 a7 V' V! h/ h! E
large-form cocrete structure 大模板结构(26)
1 v* V" s* u0 j% d" Q2 P3 h0 xlateral bending 侧向弯曲(40)6 w- k/ ^$ a7 G/ i
lateral displacement stiffness of storey 楼层侧移刚度(20)$ s8 ]! j8 A5 e& k) S
lateral displacement stiffness of structure· 结构侧移刚度(20)- x$ p- g5 z' R, m, h
lateral force resistant wallstructure 抗侧力墙体结构(12)
, G6 z2 ~4 j+ w8 {5 q9 A9 {6 _4 m% ?" Tleg size of fillet weld 角焊缝焊脚尺寸(57)4 c$ i ?, N0 ~ a4 |
length of shear plane 剪面长度(67)% K! D- G0 D* z
lift—slab structure 升板结构(25)
, P2 `: k. Y0 Glight weight aggregate concrete 轻骨料混凝土(28)# t6 o% d, Y! w! _ W
limit of acceptance 验收界限(23)
4 ~- W% R1 _( ~/ Mlimitimg value for local dimension of masonry structure· 砌体结构局部尺寸限值(47)! Q* N8 v2 O2 i& G. N* N
limiting value for sectional dimension 截面尺寸限值(47)
6 v, P4 a4 p9 ?" T zlimiting value for supporting length 支承长度限值(47). K( _7 }7 F2 s! c4 F7 A ^
limiting value for total height of masonry structure· 砌体结构总高度限值(47)
/ }2 D) ] G9 t- O' O3 N. B0 xlinear expansion coeffcient 线膨胀系数(18)
. b& F* m9 v4 k ~: x8 Q9 d! klintel 过梁(7) M! v Q# u P4 z0 n
load bearing wall 承重墙(7)
2 Z2 @ z( p# g+ K( k; r5 X! X/ [load-carrying capacity per bolt 单个普通螺栓承载能力(56)) {7 k% K' r$ i; \4 c
load—carrying capacity per high—strength holt 单个高强螺桂承载能力(56)# A: p( e9 x3 p, }" z
load—carrying capacity per rivet 单个铆钉承载能力(55)5 f& n- o4 @ t
log 原木(65)+ _8 w& i/ }; X; E% z
log timberstructure 原木结构(64); t* m; o+ {7 h8 t3 c7 y3 A
long term rigidity of member 构件长期刚度(32)& n- c9 a0 x1 x; M' i8 X3 O5 y
longitude horizontal bracing 纵向水平支撑(5)
: {( k5 J9 e& zlongitudinal steel bar 纵向钢筋(35)8 K) S* ]4 D7 ]' h9 }- v$ j/ R
longitudinal stiffener 纵向加劲肋(53)) Q8 B2 y4 i* B+ C
longitudinal weld 纵向焊缝(60)
& R1 x1 C4 M: g1 t: A( dlosses of prestress ‘预应力损失(33)8 |; a6 C) f7 j& U. B( T
lump material 块体(42)" r: L+ S5 n, q C0 U9 ~
M
( T/ ` l) t; J/ J% M( l, W/ s9 d+ b/ mmain axis 强轴(56)
; F8 l& V3 v' u/ V fmain beam· 主梁(6)$ H0 B( }4 g! z3 v
major axis 强轴(56)
8 K) {$ c6 d J6 h `manual welding 手工焊接(59)
H& h& N9 T6 C. R7 |1 _manufacture control 生产控制(22)/ {% e% b) e; F* I
map cracking 龟裂(39)
/ T0 ?4 o% B* I2 b* j0 l9 Rmasonry 砌体(17)' W1 L# _: g1 j: j4 P9 _2 a" H
masonry lintel 砖过梁(43)
e( F9 R9 v5 T; C* Q Z% Fmasonry member 无筋砌体构件(41)+ f, n! f+ f$ \7 S) c+ q% |
masonry units 块体(43)$ z# h" E- g I; p8 P' }
masonry—concrete structure 砖混结构(¨)
3 R) Y# I$ L |% E2 A8 }masonry—timber structure 砖木结构(11)
& v* g4 y! _6 D5 P b. s6 @2 Imechanical properties of materials· 材料力学性能(17)# {% t' j# j/ I3 h6 o. z5 H$ ~
melt—thru 烧穿(62)
) d8 S8 {' V, V2 _% v; ~/ M4 x0 @method of sampling 抽样方法(23)
& `/ M {1 t' r5 z" T1 i0 {7 Pminimum strength class of masonry 砌体材料最低强度等级(47)
4 x. a3 _+ i4 V4 E. ^( [minor axls· 弱轴(56)$ }; Q0 f% l+ ~$ i
mix ratio of mortar 砂浆配合比(48)# m: a8 N1 t: A
mixing water 拌合水(27)" {9 a4 ]2 v5 \
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); |' ?- b2 B/ n1 H6 @9 Z$ |. R
modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数(68)
b7 X/ ?; `' p3 d) dmodulus of elasticity of concrete 混凝土弹性模量(30)
2 ?1 B u- o0 H8 E. ?modulus of elasticity parellel to grain 顺纹弹性模量(66)
4 @& x' L) d H- P2 I$ Amoisture content 含水率(66)- q. J/ ?, Z& k4 j2 }+ h
moment modified factor 弯矩调幅系数
+ E e/ j+ v6 v0 t( M+ p8 d8 v- kmonitor frame 天窗架4 p$ j- N8 z# {1 v: e: \: X
mortar 砂浆
8 \, C: Y9 Q0 v3 B8 m3 Qmulti—defence system of earthquake—resistant building· 多道设防抗震建筑
7 P$ d) H' n. l$ h1 i1 f$ `multi—tube supported suspended structure 多筒悬挂结构' ]: H' z/ W3 s' q- Q3 f
N
7 @/ H- i7 T& P: m+ J4 t4 ]" d; \nailed joint 钉连接，
`- H, M. n3 Z: Ynet height 净高l
! r* A% X7 @/ B: ~, {, }net span 净跨度 ?# }% J* j! e, }2 [
net water／cementratio 净水灰比
1 N2 G% U& V! T7 p* Rnon-destructive inspection of weld 焊缝无损检验/ C- h- \$ Z2 r3 U/ V/ }. V
non-destructive test 非破损检验2 _+ g1 K) r5 F2 [
non-load—bearingwall 非承重墙1 A) ~. x1 c @
non—uniform cross—section beam 变截面粱" Y. G% a" k9 d+ ? A
non—uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数
% U* `' x( g5 x( ?normal concrete 普通混凝土$ d7 b8 N' J; \+ o- y4 D
normal section 正截面2 b& [4 S1 G+ h3 R& e0 t4 Z
notch and tooth joint 齿连接. T! y* v" z7 _
number of sampling 抽样数量
) W4 C' z @: h RO
7 h5 ?" I8 B0 ?( `& Qobligue section 斜截面: o! d- V( O5 `% C2 x& [2 D* g
oblique—angle fillet weld 斜角角焊缝
$ P4 y# f, @; f; [& h1 Eone—way reinforced(or prestressed)concrete slab‘‘ 单向板
# W$ y1 w* p9 I% [open web roof truss 空腹屋架，
: c; m1 ^' P* @/ vordinary concrete 普通混凝土(28)( S7 I9 `" T z# D% ~4 b$ x. p0 L
ordinary steel bar 普通钢筋(29)
; Z- S4 ?7 J* G$ v2 F: eorthogonal fillet weld 直角角焊缝(61)6 e* K6 C |1 y& K
outstanding width of flange 翼缘板外伸宽度(57)
9 R1 D i6 e0 a! {& Routstanding width of stiffener 加劲肋外伸宽度(57)( I D. h. E" h( f) M- m5 p
over-all stability reduction coefficient of steel beam· 钢梁整体稳定系数(58)
9 z/ t! p/ L5 {7 `overlap 焊瘤(62)
( v( |" I' @ H- ^ [overturning or slip resistance analysis 抗倾覆、滑移验算(10)# q# g z/ B. q2 A
P 1 W$ i3 u# A. l6 O
padding plate 垫板(52)$ b6 P+ y$ b) H# {, s! ]
partial penetrated butt weld 不焊透对接焊缝(61)
4 d: S! o7 ~9 tpartition 非承重墙(7)
1 x! M3 M( L) gpenetrated butt weld 透焊对接焊缝(60)) [; \4 N% P( O& ?3 V' G
percentage of reinforcement 配筋率(34)
; S1 N5 ^- G2 j8 ^4 U9 y$ L7 {perforated brick 多孔砖(43)! f! P. F+ |% g& [
pilastered wall 带壁柱墙(42)
+ L# W0 O. R1 x6 epit· 凹坑(62)
N/ s: V$ x0 B! F5 bpith 髓心(?o)
, O4 o3 @1 f- }! W- m6 t4 Splain concrete structure 素混凝土结构(24)
" t% b8 `& z" v2 g( V8 ?plane hypothesis 平截面假定(32)
" V- Q! M$ N4 v3 r7 k: [( v/ vplane structure 平面结构(11)8 S1 X$ Z0 j8 F9 E9 M
plane trussed lattice grids 平面桁架系网架(5)
0 H" a. ]! t; W; J9 f6 nplank 板材(65)% O) x6 E6 |+ z" r3 V# t
plastic adaption coefficient of cross—section 截面塑性发展系数(58)6 |6 V7 _! a3 K8 T" B9 V$ V
plastic design of steel structure 钢结构塑性设计(56)
# j. ]) s. L0 C! Q7 `3 I+ @+ ^6 {8 Dplastic hinge· 塑性铰(13). V) n' `* c& A: R" }- q
plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数(34)
% w3 P" z# Q& t' Mplate—like space frame 干板型网架(5)/ g; y& O! U! N9 b' E6 l
plate—like space truss 平板型网架(5)$ n4 H& Y8 L1 B. H
plug weld 塞焊缝(60)
5 e1 Q$ G9 O1 [plywood 胶合板(65)9 F! X# V. F% P9 G0 [
plywood structure 胶合板结构(64)8 j1 C9 z5 v7 Q' e8 J
pockmark 麻面(39)- I) u: c$ F5 U( D1 n. R
polygonal top-chord roof truss 多边形屋架(4)
0 F: {6 R6 O8 npost—tensioned prestressed concrete structure 后张法预应力混凝土结构(24), r: R0 q7 n6 S5 n+ i
precast reinforced concrete member 预制混凝土构件(26)) L; z8 G" S8 I0 R
prefabricated concrete structure 装配式混凝土结构(25)
0 j+ Q# w& G; I# ~4 l+ b' zpresetting time 初凝时间(38)3 s* B" W& O I9 |" c& v- T
prestressed concrete structure 预应力混凝土结构(24)
. X/ P$ r) c* v, b% nprestressed steel structure 预应力钢结构(50)* J' B: h6 c. s
prestressed tendon 预应力筋<29)" f' Q9 }( H% U3 K) a' T
pre—tensioned prestressed concrete structure· 先张法预应力混凝土结构(24)
/ a, d- M5 V* P C8 Bprimary control 初步控制(22)
9 s$ R ?: u" b% y7 zproduction control 生产控制(22)1 m# M( v3 V5 ]& c7 B/ Y/ _+ Y
properties of fresh concrete 可塑混凝土性能(37)
. z, y# a9 O! V5 {properties of hardened concrete 硬化混凝土性能(38)
2 [' d; P& \5 x; s+ q( E4 i% oproperty of building structural materials 建筑结构材料性能(17); F% r/ U. t$ K7 `+ t
purlin“—””— 檩条(4)
) h. X; K) |. q5 d* iQ 6 z$ j; r3 k3 m
qlue timber structurer 胶合木结构(㈠)
5 U; I+ m) I2 wquality grade of structural timber 木材质量等级(?0)% w: \3 d; i, o- m
quality grade of weld 焊缝质量级别(61), b6 z3 T" N& z- Z8 y- @9 ]1 j8 @
quality inspection of bolted connection 螺栓连接质量检验(63)
% P5 s/ O. i* Rquality inspection of masonry 砌体质量检验(48)7 o' Y' n: B7 b( j9 N: h
quality inspection of riveted connection 铆钉连接质量检验(63)3 B7 O/ v7 q0 R* o' U0 Y. f
quasi—permanent value of live load on floor or roof， 楼面、屋面活荷载准永久值(15), Z+ g p4 S8 D4 f* F/ f( H
R
4 I! x! K6 P( \/ t% |radial check 辐裂(70)
7 a! J1 b( u }/ F1 ?( }ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比(35)
) T1 k) w- V1 f% q( Wratio of height to sectional thickness of wall or column 砌体墙柱高、厚比(48)
3 C, T& h' Q: @' o$ Q5 A; o' _ratio of reinforcement 配筋率(34)' J/ D* F* w* j* s7 @' t5 H+ H
ratio of shear span to effective depth of section 剪跨比(35)
& k/ K6 k! J6 I5 o Z, R X4 d) }redistribution of internal force 内力重分布(13)$ o1 ~+ e5 ?3 A6 j# B( l
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)
- v" Q# _& ~7 v8 P% I& t. F7 zreducing coefficient of liveload 活荷载折减系数(14)! G3 A3 z0 C6 ^6 e! f
reducing coefficient of shearing strength for notch and tooth connection 齿连接抗剪强度降低系数(68)
/ `& F3 U5 M' k9 Aregular earthquake—resistant building 规则抗震建筑(9)& j' T/ ]1 g- f+ w
reinforced concrete deep beam 混凝土深梁(26)
7 I/ R1 _( }1 N4 O/ greinforced concrete slender beam 混凝土浅梁(26)
+ J) X& u; t5 Freinforced concrete structure 钢筋混凝土结构(24): V0 B! N& g; @
reinforced masonry structure 配筋砌体结构(41)1 X1 h) F+ N# Z- W) b1 Y# p/ t2 Y
reinforcement ratio 配筋率(34)
* g4 [4 ?3 p; \: Kreinforcement ratio per unit volume 体积配筋率(35); p; z, a" t: N2 A
relaxation of prestressed tendon 预应筋松弛(31)- r; U# E) ^2 d' e+ e
representative value of gravity load 重力荷载代表值(17)) c/ ?0 y$ W, ~/ i$ L1 e8 U
resistance to abrasion 耐磨性(38)5 k5 B2 M, L7 k9 p; T& t2 j
resistance to freezing and thawing 抗冻融性(39)
: u& ~2 I' D7 C7 M( Gresistance to water penetration· 抗渗性(38)7 V. }. H' @# E ?" T& G
reveal of reinforcement 露筋(39)
: s* b, E9 M+ k* M' W. zright—angle filletweld 直角角焊缝(61)
$ y* C. X' Z8 krigid analysis scheme 刚性方案(45)
5 s+ s8 }, m! @, D# ], A" rrigid connection 刚接(21)
5 D/ t$ v# G; b2 k3 F# Crigid transverse wall 刚性横墙(42)
& J* @& A$ N Grigid zone 刚域(13)8 k9 ?1 |# m. s# c* w8 p; v
rigid-elastic analysis scheme 刚弹性方案(45). F) ^/ `, u+ o. \- G) V# C1 h' g
rigidity of section 截面刚度(19)
, A4 P8 Q3 e& prigidly supported continous girder 刚性支座连续梁(11)
* z [" _% a1 }5 R: B6 L" ?% d5 dring beam 圈梁(42)
# F% m6 E0 c% F4 [) O! X" C3 Q5 \rivet 铆钉(55)" J% j% s! M! ]5 x. A0 x
riveted connecction 铆钉连接(60)& X* X3 ?& E6 K5 g# H
riveted steel beam 铆接钢梁(52)5 |+ Q$ G1 Y( P6 l+ W
riveted steel girder 铆接钢梁(52)
) B, {" u; [, u5 i" rriveted steel structure 铆接钢结构(50)
" _' c7 b, z/ I* P7 _% a0 |rolle rsupport 滚轴支座(51); D- S0 x# N( v0 V2 x g& i# X
rolled steel beam 轧制型钢梁(51)' B; t- Q* A( p" e
roof board 屋面板(3)
3 y2 t5 L! ^9 ]" n/ g3 sroof bracing system 屋架支撑系统(4)
4 O. [1 V- K* b; j$ C, Mroof girder 屋面梁(4)
! s# p5 [3 p$ u/ J1 @% `$ qroof plate 屋面板(3)! t# u* e: n. F3 u4 S6 U
roof slab 屋面板(3)9 c" `! m" D3 n# F
roof system 屋盖(3)+ `) A( v" w* B2 G" R4 p
roof truss 屋架(4)2 S+ G& ^7 V8 j( K) V6 y. M q
rot 腐朽(71)
* L3 V8 K3 u1 F2 h+ x [round wire 光圆钢丝(29)& n8 p2 r4 {9 u6 m1 g
S
* r' B2 @( p# W4 q, asafety classes of building structures 建筑结构安全等级(9); K! J9 Y4 a1 I
safetybolt 保险螺栓(69)
" P p0 ]+ ]: Z4 D; [) Msapwood 边材(65). e2 e8 W; E. \4 Z; ^
sawn lumber+A610 方木(65)0 X8 h0 [: [. c
sawn timber structure 方木结构(64)
4 g2 \: M& a; }( Wsaw-tooth joint failure 齿缝破坏(45)' z" F B& J$ p+ \& x# {; T
scarf joint 斜搭接(70)9 `& g, j, P6 d1 e) l8 a0 l4 p3 W7 d
seamless steel pipe 无缝钢管(54)! Q3 D" P4 I0 o1 E8 j+ E# G' x
seamless steel tube 无缝钢管(54)( f# A) S( s6 }( s& K
second moment of area of tranformed section 换算截面惯性矩(34)
; t# z4 z3 g( zsecond order effect due to displacement 挠曲二阶效应(13)
9 ]5 C! l: c9 _# o( psecondary axis 弱轴(56)1 \' Z+ [( t" x# d& J* ^
secondary beam 次粱(6)
0 d3 c8 S' B; }5 }section modulus of transformed section 换算截面模量(34)& R3 R/ t9 w. E& @+ Y5 I
section steel 型钢(53)/ ^1 { ]3 |! H, P" }* Y% x
semi-automatic welding 半自动焊接(59)) w3 p0 T4 z8 q& e5 {7 M, |: W7 S( f
separated steel column 分离式钢柱(51)
' l! F9 _$ S+ A9 S; hsetting time 凝结时间(38)
+ r* u! ~( o+ ishake 环裂(70)
1 z* c9 r; ?' Z& Z/ A# }- dshaped steel 型钢(53)
, ?! L! C9 v. y# w8 c+ {1 gshapefactorofwindload 风荷载体型系数(16)
5 @5 ^9 m, @( Jshear plane 剪面(67)' b' o- Z+ u U2 e: Y ]
shearing rigidity of section 截面剪变刚度(19)$ I5 p& `8 R3 ~+ [' M
shearing stiffness of member 构件抗剪刚度(20), S: Y% m8 O. X
short stiffener 短加劲肋(53)9 F; j+ W& P- o$ u1 p
short term rigidity of member 构件短期刚度(31)9 `& F# t- ^3 v9 c: C# I: E% l
shrinkage 干缩(71)2 p) b; t i2 ?' Y: H+ Q& c7 r
shrinkage of concrete 混凝干收缩(30)
/ |. j5 g8 ]& v+ m+ E4 ^, P* T Psilos 贮仓(3)/ y# k2 j0 d/ o- }( C' H2 E2 ^; b
skylight truss 天窗架(4)
3 n, v+ |, B5 P. C5 X% J+ {& {slab 楼板(6)% F8 Q0 L% P6 b/ S) V6 Q% q" T H
slab—column structure 板柱结构(2)- W9 _& }7 j' K; ?( U
slag inclusion 夹渣(61)& @2 H! B# ~9 g% o7 \4 ?' U
sloping grain ‘斜纹(70)
# u0 A2 a1 o1 y- e8 G, S. qslump 坍落度(37): }" K/ P6 V2 h, z" a' K# e2 Q) }
snow reference pressure 基本雪压(16)* X4 a: W; m1 @) q
solid—web steel column 实腹式钢柱(, k% z: G# g. A) ^3 g5 z* P
space structure 空间结构(11)
1 u$ b# A+ _8 \$ ^! Nspace suspended cable 悬索(5)
; J4 N% J2 k% S7 X' \) Fspacing of bars 钢筋间距(33)& I, _ O5 }+ ^9 p. n% a7 x |4 y
spacing of rigid transverse wall 刚性横墙间距(46)
8 A8 W3 W4 N# s/ L6 pspacing of stirrup legs 箍筋肢距(33)- @4 p/ w: @7 E
spacing of stirrups 箍筋间距(33)
3 O9 u0 x( ^# z$ y! qspecified concrete 特种混凝上(28)
0 S6 P8 M- P8 ?spiral stirrup 螺旋箍筋(36)8 ?1 D4 C- H2 u8 V
spiral weld 螺旋形焊缝(60)
, G' y5 r8 [& _8 A5 s B; P/ Q4 _split ringjoint 裂环连接(69)1 U% Z2 S0 z$ f: C) Q x6 V
square pyramid space grids 四角锥体网架(5)3 @2 ~) P, s6 D" e: |
stability calculation 稳定计算(10)8 m* \0 w) A+ y% W8 `% x; J# F
stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数<13)
! y( l5 D+ d3 P) |) a/ f& M( _- R9 \stair 楼梯(8)
( U4 Q4 b' Z2 l/ nstatic analysis scheme of building 房屋静力汁算方案(45)
; m6 B9 ]& I8 L+ Kstatic design 房屋静力汁算方案(45)
* n4 [3 R2 b% t. dstatically determinate structure 静定结构(11)5 @# i" y2 K* @. ^. `4 r
statically indeterminate structure 超静定结构(11)
|" r. y3 ?" d6 gsted 钢材(17)
" Z5 l! m9 g6 Y% {steel bar 钢筋(28)
- c5 F' k+ A! j5 ksteel column component 钢柱分肢(51). O3 ?9 u! |# t7 X; O
steel columnbase 钢柱脚(51)
. u: g' R( H- j# S+ lsteel fiber reinforced concrete structure· 钢纤维混凝土结构(26)7 F$ z! Q9 S7 ~) u/ ^
steel hanger 吊筋(37)
4 O/ l% n# ~+ a6 d! x) t6 O+ ~steel mesh reinforced brick masonry member 方格网配筋砖砌体构件(41)) {; f8 i2 P; q1 E. |6 g* p
steel pipe 钢管(54). h/ |. }! r6 y3 k" A4 l( k
steel plate 钢板(53)
& R' p- d5 Y* b4 L: Q9 v! ]* Ksteel plateelement 钢板件(52)
( e& h i, X V, G/ W {3 v" @! Usteel strip 钢带(53)
8 [3 t2 A, `5 i1 O! x: T2 zsteel support 钢支座(51)% [ G5 k- [9 T7 w- l2 k- X
steel tie 拉结钢筋(36)
8 N( F. I+ n% F6 T2 j8 ksteel tie bar for masonry 砌体拉结钢筋(47)
& R( ~1 J- n! J. q' Osteel tube 钢管(54)+ F( C1 L4 ^, _- Z
steel tubular structure 钢管结构(50)
% `0 z$ u& w% M+ osteel wire 钢丝(28)! D6 j) o$ t; u: {7 ?2 ?
stepped column 阶形柱(7)/ ]; H/ S: V" p! o; F u. S
stiffener 加劲肋(52)+ ^" k3 D: j& d+ {: [4 X
stiffness of structural member 构件刚度(19)
1 ?; _! H+ B5 I9 {1 @( f8 [. mstiffness of transverse wall 横墙刚度(45)2 e+ U1 e7 L: r1 y, q
stirrup 箍筋(36) t4 n( V. j$ _
stone 石材(44)* }% c1 ~4 R( N* j5 C( z
stone masonry 石砌体(44)
) G( m4 P! z- K% O, b& bstone masonry structure 石砌体结构(41)( P% Z! r* |4 |" Y# ?7 @: i
storev height 层高(21)
$ O* v( p) X, F( ]9 Xstraight—line joint failure 通缝破坏(45)
( p4 ]/ w4 N0 b% J; ~* A0 x; ^straightness of structural member 构件乎直度(71)3 W8 w: r$ Z/ H/ A9 T5 d
strand 钢绞线(2，)
* i; Z, }: e5 lstrength classes of masonry units 块体强度等级(44)
. F I8 Z4 C# B* w" Nstrength classes of mortar 砂浆强度等级(44)$ z: d: v% D+ Q% S
strength classes of structural steel 钢材强度等级(55)0 k0 t9 }" ~9 T
strength classes of structural timber 木材强度等级(66), Z, O5 l5 ]1 }9 _
strength classes(grades) of concrete 混凝土强度等级(29)' I _5 m! S2 q; r% ~$ ^6 H0 w7 U
strength classes(grades) of prestressed tendon 预应力筋强度等级(30)
! K" [5 `; N0 d9 J- }' Q& Estrength classes(grades) of steel bar 普通钢筋强度等级(30)* @( q, p8 S5 ~0 V! N/ J
strength of structural timber parallel to grain 木材顺纹强度(66)& @: x/ L6 |. _0 X0 `4 P& O' F
strongaxis 强轴(56)+ X! m) s) e4 U& D* V1 i1 M; j( a
structural system composed of bar ”杆系结构(11)
( H1 M* z" K sstructural system composed of plate 板系结构(12)
2 A5 i5 X5 h6 ~& e. O( Cstructural wall 结构墙(7)3 F2 s8 O' g/ Q6 A' c) P
superposed reinforced concrete flexural member 叠合式混凝土受弯构件(26)
; g5 y( G- B2 r8 Bsuspended crossed cable net 双向正交索网结构(6)+ @! s8 u9 ]) L2 Z8 C
suspended structure 悬挂结构(3)
' P4 `$ g4 f1 ^# Jswirl grain 涡纹(?1)
( [1 l8 A: f1 x1 S6 l: n& hT : g* U( N8 C0 f, n2 W# W) M- P& U! Y
tensile(compressive) rigidity of section 截面拉伸(压缩)刚度(19)
- b! J& @& x E7 l* h+ U4 C. s3 etensile(compressive) stiffness of member 构件抗拉(抗压)刚度(20)
* {8 Z$ c( z1 ], c: O2 J" u, Qtensile(ultimate) strength of steel 钢材(钢筋)抗拉(极限)强度(18)
% @2 D4 m" B, H8 j* V/ ytest for properties of concrete structural members 构件性能检验(40)：
0 U$ |& q5 h' lthickness of concrete cover 混凝土保护层厚度(33)0 b; [. E0 @, i* A1 H# Y+ ]
thickness of mortarat bed joint 水平灰缝厚度(49)5 l" U) Y$ B7 V- u) z9 X
thin shell 薄壳(6)( `& k8 z! w/ E' z4 B+ H/ D
three hinged arch 三铰拱(n)
7 t- m$ W% M! j6 ttie bar 拉结钢筋(36)
/ g9 F/ e3 ~) F+ ?+ ?1 U( e9 rtie beam， ‘ 系梁(22). E9 X9 p% x# G; F
tie tod 系杆(5)
. T( c/ t& U0 @; O# ]5 Z3 Ftied framework 绑扎骨架(35)
, f0 Q1 ]' P; l# Q7 p( ntimber 木材(17)0 G t/ t# x! N w" N3 B
timber roof truss 木屋架(64)
1 P# M& S; g, A! F7 l# \ wtor-shear type high-strength bolt 扭剪型高强度螺栓(54); y6 F4 J- I; J! ]
torsional rigidity of section 截面扭转刚度(19)# o5 {3 r6 d4 c4 S; }1 t
torsional stiffness of member 构件抗扭刚度(20)
3 e% o R+ |8 `+ ltotal breadth of structure 结构总宽度(21)
4 z8 U D: g# {5 p7 ntotal height of structure 结构总高度(21)
8 P( Q7 Z, q: a2 o3 x0 @: }* h* qtotal length of structure 结构总长度(21). R) m0 Y9 z( y' R( ?$ u" @
transmission length of prestress 预应力传递长度(36)
% N( d% O& w7 D% c0 y- N' rtransverse horizontal bracing 横向水平支撑(4)0 ~. w5 T* H% q/ ~
transverse stiffener· 横向加劲肋(53)' t# q) P7 A8 y
transverse weld 横向焊缝(60)8 D. [* X* X$ e0 F+ W& {% ]4 i
transversely distributed steelbar 横向分布钢筋(36)
& t' D7 w* x- {( ptrapezoid roof truss 梯形屋架(4)
6 ^- a0 Q/ U) z' I: X" |; ptriangular pyramid space grids 三角锥体网架(5)
& @, Y0 A3 M. g0 y# Dtriangular roof truss 三角形屋架(4)
+ M) n3 G0 r0 s2 v- o% Ztrussed arch 椽架(64): t6 U# m z% x* `: t' N
trussed rafter 桁架拱(5)3 b( m3 k; |% o' {- I1 Z0 B
tube in tube structure 筒中筒结构(3)
3 v# b& \: z6 }0 N( e. Jtube structure 简体结构(2)
0 O& r: J2 s; I2 Qtwist 扭弯(71)
3 C \! [$ T) T% u9 ^ G4 N) Htwo hinged arch 双铰拱(11)
: r3 L* {# t2 ctwo sides(edges) supported plate 两边支承板(12)) {2 k5 E+ r0 u' ^: }
two—way reinforced (or prestressed) concrete slab 混凝土双向板(27)
3 T: W; {6 W: gU
3 e2 e8 @! h: L6 ]; @. F4 C4 Wultimate compressive strain of concrete’” 混凝土极限压应变(31)
( I( g/ x) e/ eunbonded prestressed concrete structure 无粘结预应力混凝土结构(25)
3 Q* o& t. r+ H aundercut 咬边(62)0 d' M! ]* a. h- |4 T
uniform cross—section beam 等截面粱(6)
' ^, J) p! O3 Z1 K, H$ [% [unseasoned timber 湿材(65)
# j) R6 R; j, a. A; M0 Tupper flexible and lower rigid complex multistorey building· 上柔下刚多层房屋(45): i3 ~+ Y7 X5 J
upper rigid lower flexible complex multistorey building· 上刚下柔多层房屋(45)
- n& J7 Y$ \: j6 G9 O; [V 4 U. Z( j' [ L ?" I. I
value of decompression prestress 预应力筋消压预应力值(33)
2 J# V+ T6 f4 P$ V/ Nvalue of effective prestress 预应筋有效预应力值(33)4 N3 q6 p" C R7 a8 A3 d$ F" p
verification of serviceability limit states· ” 正常使用极限状态验证(10)
6 g3 \5 W6 l3 N' j3 sverification of ultimate limit states 承载能极限状态验证(10)4 t, U3 |4 x# l: a r8 m
vertical bracing 竖向支撑(5): i( H- y( c& x& z+ a8 ]5 m
vierendal roof truss 空腹屋架(4): @, q% K7 {8 @# k
visual examination of structural member 构件外观检查(39)# c0 e3 L0 Z3 x- ]8 E _
visual examination of structural steel member 钢构件外观检查(63)# e$ g, e* s( B+ B9 V$ v! W/ }
visual examination of weld 焊缝外观检查(62)) r- B& S% n/ Q
W & d T$ { D) ^ h/ }" N' V
wall beam 墙梁(42)
2 X$ T5 G" r5 F5 M1 f4 R& ^; _wall frame 壁式框架(门)
; r* n8 Z h3 @wall—slab structure 墙板结构(2)5 w0 }) v: C6 O6 |% {1 J$ K
warping 翘曲(40)，(71)+ G7 {/ W {) b; P
warping rigidity of section 截面翘曲刚度(19)
$ u: D: d) o% w8 twater retentivity of mortar 砂浆保水性(48)3 F5 {4 k2 `, O& K7 W4 P( T; [# U) r/ ?
water tower 水塔(3)+ d# R/ O, }9 I5 U3 |
water／cement ratio· 水灰比(3g)
4 e9 O$ N! I% ]$ Eweak axis· 弱轴(56)
( w6 q. y6 M1 h7 h& pweak region of earthquake—resistant building 抗震建筑薄弱部位(9)0 X9 _4 `6 d: x9 @
web plate 腹板(52)
" I. B" A4 n4 r5 ?" Cweld 焊缝(6[))) Q* M( e: g$ S' k
weld crack 焊接裂纹(62)' X" f" e, m* z, `* z% d. r" \+ r
weld defects 焊接缺陷(61)* k3 o: P; \3 _- d, P8 `
weld roof 焊根(61)
; I8 c% K. ^4 y! [2 F( C! m8 X+ Kweld toe 焊趾(61)5 ^# z, P& S F4 \5 _! H
weldability of steel bar 钢筋可焊性(39)( a0 T, I% s# v& l$ F- x
welded framework 焊接骨架() l" Z1 Z9 J: }8 r
welded steel beam 焊接钢梁(" j$ A5 v3 H4 h2 w4 `6 `
welded steel girder 焊接钢梁(52)0 ?1 m E; J4 \8 |( j7 S
welded steel pipe 焊接钢管(54)
3 ~/ `* N* f$ m N9 y# V* X) Ywelded steel strueture 焊接钢结构(50)) r% w9 k/ s4 t. `- v5 O4 D
welding connection· 焊缝连接(59)" k" J# U5 W! K6 t" I( x5 q
welding flux 焊剂(54)$ Q+ x8 r' G( ^" h5 T' ?
welding rod 焊条(54)
& l3 f4 a% y: }% R! a/ h+ o9 swelding wire 焊丝(54)( d) {% U% c: F* t
wind fluttering factor 风振系数(16)5 E- E# s- F7 w% u
wind reference pressure 基本风压(16)
. e1 N" a/ A ` C3 [$ Ewind—resistant column 抗风柱(?)
0 D9 m3 }3 i0 w0 _* i$ |, h, n& \! cwood roof decking 屋面木基层(64) w( v8 q5 L3 _, o7 d$ }
Y
' o2 f2 B9 m3 a# _: w0 Y4 Y7 tyield strength (yield point) of steel 钢材(钢筋)屈服强度(屈服点)% @7 j) b* M5 W
$ K( j. P4 `/ j4 \) J
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8 ^% a7 R" @5 I0 k5 s. |" @6 `4 h
常用的景观英文0 Q& a) j# \! G
/ E, }% B# F% O! u8 _6 w1.主入口大门/岗亭(车行 & 人行) MAIN ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
3 y$ H5 q2 n; L2.次入口/岗亭(车行 & 人行 ) 2ND ENTRANCE GATE/GUARD HOUSE (FOR VEHICLE& PEDESTRIAN )
2 C2 ?/ x" L8 ^% ?( u: f( G3.商业中心入口 ENTRANCE TO SHOPPING CTR. , l9 Q, ^# K2 m; D( C+ Z) u
4.水景 WATER FEATURE 8 O$ k! E( O6 q4 Y- P9 e8 A: }7 S# b
5.小型露天剧场 MINI AMPHI-THEATRE
& y$ ]+ m! P! o7 W6.迎宾景观-1 WELCOMING FEATURE-1
6 I- B0 U! \* a" t' ^0 S" B7.观景木台 TIMBER DECK (VIEWING) $ E3 Y* b6 N9 _
8.竹园 BAMBOO GARDEN
% X0 K6 o9 p& I% Q6 c, W9.漫步广场 WALKWAY PLAZA 9 M; u" s# I/ T$ |- ^3 l$ \" t6 d
10.露天咖啡廊 OUT DOOR CAFE ' b/ W3 [% F, A j4 ^( e- w
11.巨大迎宾水景-2 GRAND WELCOMING FEATURE-2 7 \; p& K, v4 m1 N/ F( ~
12.木桥 TIMBER BRIDGE # o0 D7 ^* z4 K
13.石景、水瀑、洞穴、观景台 ROCK'SCAPE WATERFALL'S GROTTO/ VIEWING TERRACE
a3 _# Y n! q7 e5 ?6 C14.吊桥 HANGING BRIDGE . K8 j8 Y- |5 H
15.休憩台地(低处) LOUNGING TERRACE (LOWER )
8 H/ Z& z; {, K; m! `% o16.休憩台地(高处) LOUNGING TERRACE (UPPER )
4 S4 ^6 X8 Q5 ~8 E0 j17.特色踏步 FEATURE STEPPING STONE
3 F) p% [6 m5 c8 r/ N Y; R& q18.野趣小溪 RIVER WILD
" Z8 y% E1 W4 b) N0 {. C; Q19.儿童乐园 CHILDREN'S PLAYGROUND
: h4 D& ?! Y2 x7 H$ D20.旱冰道 SLIDE 7 d0 S. T8 h+ O0 ]; i4 }
21.羽毛球场 BADMINTON COURT
: W# P% D, x' n" h22.旱景 DRY LANDSCAPE
6 R7 Z' g' M, |# v+ \+ ?0 T9 f' C' K23.日艺园 JAPANESE GARDEN
# T9 I5 D6 j. B24.旱喷泉 DRY FOUNTAIN 6 X+ k$ }1 [, k8 ]# a1 J. D
25.观景台 VIEWING DECK9 ^1 Y& ]% j7 H5 W
26.游泳池 SWIMMING POOL
F* e& q; _* q% l2 a1 a. q6 t1 K27.极可意 JACUZZI & U+ h& M; }8 M8 `% _( j
28.嬉水池 WADING POOL % i- e4 ]# i. F* y. j
29.儿童泳池 CHILDREN'S POOL
4 V# l' q T9 v" ?30.蜿蜒水墙 WINDING WALL $ c; N( w8 v8 u5 _, M
31.石景雕塑 ROCK SCULPTURE
q. S( K4 f. a/ m' Q+ N. A5 J32.中心广场 CENTRAL PLAZA
2 a) I5 f" h0 P* R+ _7 m33.健身广场 EXERCISE PLAZA 2 a7 A4 |' _" F% Y( G
34.桥 BRIDGE
4 X) V0 K& O2 ~35.交流广场 MEDITATING PLAZA% |& D2 u$ k8 r/ V8 F: o& z
36.趣味树阵 TREE BATTLE FORMATION
7 _+ J2 h; s7 l, o* k* c1 E4 ~37.停车场 PARING AREA
/ ^. \$ y, G/ l+ Z$ n3 X38.特色花架 TRELLIS * d; I/ {6 p S6 B& p8 R
39.雕塑小道 SCULPTURE TRAIL
* A4 V& f, i0 ^0 N+ h" P2 o40.(高尔夫)轻击区 PUTTING GREEN 3 u1 A3 l) m! U7 h
41.高尔夫球会所 GOLF CLUBHOUSE & N7 V; z; a+ w9 y- p! _: V
42.每栋建筑入口 ENTRANCE PAVING TO UNIT
$ f% ^" j+ m: W- F& _' N+ R43.篮球场 BASKETBALL COURT
0 P& ?3 V2 r5 j7 @44.网球场 TENNIS COURT) d- a5 N; W" R; x5 @, v
45.阶梯坐台/种植槽 TERRACING SEATWALL/PLANTER
6 t5 D$ A! M2 y3 @1 h46.广场 MAIN PLAZA * s8 F& R$ C6 {/ v. L- F1 ]
47.森林、瀑布 FOREST GARDEN WATERFALL
) {8 B* R& I: |7 l3 J48.石景园 ROCKERY GARDEN
: A- Q$ _3 t; U. ?5 |49.旱溪 DRY STREAM 8 g. `7 v: B S& h5 N& t
50.凉亭 PAVILION # P8 V' B" E) D9 g3 d+ S1 x
51.户外淋浴 OUTDOOR SHOWER
" W- @) B" v `52.拉膜结构 TENSILE STRUCTURE / b. c* O! N1 t
53.台阶 STAIR
( |, {+ ], t7 `1 Q6 [54.高尔夫球车停车场 PARKING ( GOLF CAR )
! [# W! n& M: m' {9 x5 Q" E55.健身站 EXERCISE STATION b6 y O# T, t; v3 }) M2 l
56.晨跑小路 JOGGING FOOTPATH
$ |3 V m; H- K8 P# ~2 k57.车道/人行道 DRIVEWAY /SIDEWALK 8 v3 p7 w/ G" w, Z" j) h2 {
58.人行漫步道 PROMENADE
1 }0 G0 s4 x7 B! ?/ v. C" u# {59.瀑布及跳舞喷泉(入口广场) WATER FALL AND DANCING FOUNTAIN ( ENTRY PLAZA )
. b+ `& S% P4 y9 t60.特色入口 ENTRY FEATURE
6 _. T7 \( f0 H: Z( B61.石景广场 ROCKERY PLAZA |
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发表于 2010-3-17 03:10:33
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