建筑和钢结构术语大全内容摘要:
icient for spacial action 空间性能影响系数 (46) initial control 初步控制 (22) insect prevention of timber structure 木结构防虫 (o) inspection for properties of glue used in structural member 结构用胶性能检验 (71) inspection for properties of masnory units 块体性能检验 (48) inspection for properties of mortar 砂浆性能检验 (48) inspection for properties of steelbar 钢筋性能检验 (39) integral prefabricated prestressed concrete slab— column structure 整体预应力板柱结构 (25) intermediate stiffener 中间加劲肋 (53) intermittent weld 断续焊缝 (60) J joint of reinforcement 钢筋接头 (35) K key joint 键连接 (69) kiic design 动态设计 (8) knot 节子 (木节 )(70) L laced of battened pression member 格构式钢柱 (51) lacing and batten elements 缀材 (缀件 )(51) lacing bar 缀条 (51) lamellar tearing 层状撕裂 (62) lap connectlon 叠接 (搭接 )(59) lapped length of steel bar 钢筋搭接长度 (36) large pannel concrete structure 混凝土大板结构 (25) largeform cocrete structure 大模板结构 (26) lateral bending 侧向弯曲 (40) lateral displacement stiffness of storey 楼层侧移刚度 (20) lateral displacement stiffness of structure 结构侧移刚度 (20) lateral force resistant wallstructure 抗侧力墙体结构 (12) leg size of fillet weld 角焊缝焊脚尺寸(57) length of shear plane 剪面长度 (67) lift— slab structure 升板结构 (25) light weight aggregate concrete 轻骨料混凝土 (28) limit of acceptance 验收界限 (23) limitimg value for local dimension of masonry structure 砌体结构局部尺寸限值 (47) limiting value for sectional dimension 截面尺寸限值 (47) limiting value for supporting length 支承长度限值 (47) limiting value for total height of masonry structure 砌体结构总高度限值 (47) linear expansion coeffcient 线膨胀系数 (18) lintel 过梁(7) load bearing wall 承重墙 (7) loadcarrying capacity per bolt 单个普通螺栓承载能力 (56) load— carrying capacity per high— strength holt 单个高强螺桂承载能力 (56) load— carrying capacity per rivet 单个铆钉承载能力 (55) log 原木 (65) log timberstructure 原木结构(64) long term rigidity of member 构件长期刚度 (32) longitude horizontal bracing 纵向水平支撑 (5) longitudinal steel bar 纵向钢筋 (35) longitudinal stiffener 纵向加劲肋 (53) longitudinal weld 纵向焊缝 (60) losses of prestress ‘预应力损失 (33) lump material 块体 (42) M main axis 强轴 (56) main beam 主梁 (6) major axis 强轴 (56) manual welding 手工焊接 (59) manufacture control 生产控制 (22) map cracking 龟裂(39) masonry 砌体 (17) masonry lintel 砖过梁 (43) masonry member 无筋砌体构件 (41) masonry units 块体 (43) masonry— concrete structure 砖混结构 (168。 ) masonry— timber structure 砖木结构 (11) mechanical properties of materials 材料力学性能 (17) melt— thru 烧穿 (62) method of sampling 抽样方法 (23) minimum strength class of masonry 砌体材料最低强度等级 (47) minor axls 弱轴 (56) mix ratio of mortar 砂浆配合比 (48) mixing water 拌合水 (27) 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) modified coefficient of flexural strength for timber curved mem— 弧形木构件抗弯强度修正系数 (68) modulus of elasticity of concrete 混凝土弹性模量 (30) modulus of elasticity parellel to grain 顺纹弹性模量 (66) moisture content 含水率 (66) moment modified factor 弯矩调幅系数 monitor frame 天窗架 mortar 砂浆 multi— defence system of earthquake— resistant building 多道设防抗震建筑 multi— tube supported suspended structure 多筒悬挂结构 N nailed joint 钉连接, height 净高 l span 净跨度 water/ cementratio 净水灰比 nondestructive inspection of weld 焊缝无损检验 nondestructive test 非破损检验 nonload— bearingwall 非承重墙 non— uniform cross— section beam 变截面粱 non— uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数 normal concrete 普通混凝土 normal section 正截面 notch and tooth joint 齿连接 number of sampling 抽样数量 O obligue section 斜截面 oblique— angle fillet weld 斜角角焊缝 one— way reinforced(or prestressed)concrete slab‘‘ 单向板 open web roof truss 空腹屋架, ordinary concrete 普通混凝土 (28) ordinary steel bar 普通钢筋 (29) orthogonal fillet weld 直角角焊缝 (61) outstanding width of flange 翼缘板外伸宽度 (57) outstanding width of stiffener 加劲肋外伸宽度 (57) overall stability reduction coefficient of steel beam 钢梁整体稳定系数 (58) overlap 焊瘤 (62) overturning or slip resistance analysis 抗倾覆、滑移验算 (10) P padding plate 垫板 (52) partial perated butt weld 不焊透对接焊缝 (61) partition 非承重墙 (7) perated butt weld 透焊对接焊缝 (60) percentage of reinforcement 配筋率 (34) perforated brick 多孔砖 (43) pilastered wall 带壁柱墙 (42) pit 凹坑(62) pith 髓心 (o) plain concrete structure 素混凝土结构 (24) plane hypothesis 平截面假定(32) plane structure 平面结构 (11) plane trussed lattice grids 平面桁架系网架 (5) plank 板材 (65) plastic adaption coefficient of cross— section 截面塑性发展系数 (58) plastic design of steel structure 钢结构塑性设计 (56) plastic hinge 塑性铰 (13) plastlcity coefficient of reinforced concrete member in tensile zone 受拉区混凝土塑性影响系数 (34) plate— like space frame 干板型网架 (5) plate— like space truss 平板型网架 (5) plug weld 塞焊缝 (60) plywood 胶合板 (65) plywood structure 胶合板结构 (64) pockmark 麻面 (39) polygonal topchord roof truss 多边形屋架 (4) post— tensioned prestressed concrete structure 后张法预应力混凝土结构 (24) precast reinforced concrete member 预制混凝土构件 (26) prefabricated concrete structure 装配式混凝土结构 (25) presetting time 初凝时间 (38) prestressed concrete structure 预应力混凝土结构 (24) prestressed steel structure 预应力钢 结构 (50) prestressed tendon 预应力筋 29) pre— tensioned prestressed concrete structure 先张法预应力混凝土结构 (24) primary control 初步控制 (22) production control 生产控制 (22) properties of fresh concrete 可塑混凝土性能 (37) properties of hardened concrete 硬化混凝土性能 (38) property of building structural materials 建筑结构材料性能(17) purlin“ — ”” — 檩条 (4) Q qlue timber structurer 胶合木结构。建筑和钢结构术语大全
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排长度 =2*净跨长 /3+支座宽 下排长度 =2*净跨长 /4+支座宽 注:净跨长为左右较长的跨 架立筋长度=净跨 左负筋伸入长度 右负筋伸入长度 + 150*2 注:当贯通筋和架立筋同时存在时,搭接值取 150MM。 构造筋长度 =净跨长 +2*15d 抗扭筋长度 =净跨长 +2*锚固长度 拉筋长度 =梁宽 2*保护 +2*+2*max(10d,75mm) 9 根数 =【 (净跨长
钻芯孔为 2个或 2个以上时,开孔位置宜在距桩中心( ~ ) D内均匀对称布置; 3 对桩端持力层的钻探,每根受检桩不应少于 1个孔。 当选择钻芯法对桩身质量、桩底沉渣、桩端持力层进行验证检测时, 受检桩的钻芯孔数可为 1孔。 基桩桩身混凝土钻芯检测,应采用单动双管钻具钻取芯样, 严禁使用单动单管钻具。 每回次钻孔进尺宜控制在 内 ; 钻至桩底时, 宜采取减压 、慢速钻进、干钻等适宜的方法和工
四周墙上弹水平控制线,弹线应清晰、准确。 3)、 划龙骨分档线,按设计要求的主、次龙骨间距在已弹好的顶棚标高水平线上划龙骨分档线。 4)、安装主龙骨吊杆:为保证骨架的稳定,采用膨胀螺栓固定小角钢,角钢上焊Φ 6吊杆。 在弹好顶棚标高水平线及龙骨分档线后,确定吊杆下端头的标高,按主龙骨位置及吊杆间距固定吊杆,吊杆另一端焊Φ 6 螺栓丝杆,吊杆位置长度要准确适宜。 吊杆不与专业管道接触。
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