英语翻译20厚1：2.5水泥砂浆80厚C15混凝土70厚碎石垫层素土夯实防潮层C20细石混凝土掺防水剂10厚1：2水泥砂浆括糙20厚1：2水泥砂浆加防水剂粉面水泥砂浆排水地沟1：20板料面层1：3水泥砂浆10

英语翻译20厚1：2.5水泥砂浆80厚C15混凝土70厚碎石垫层素土夯实防潮层C20细石混凝土掺防水剂10厚1：2水泥砂浆括糙20厚1：2水泥砂浆加防水剂粉面水泥砂浆排水地沟1：20板料面层1：3水泥砂浆10
英语翻译
20厚1：2.5水泥砂浆
80厚C15混凝土
70厚碎石垫层
素土夯实
防潮层C20细石混凝土掺防水剂
10厚1：2水泥砂浆括糙
20厚1：2水泥砂浆加防水剂粉面
水泥砂浆排水地沟1：20
板料面层
1：3水泥砂浆
100厚钢筋混凝土板
8厚防滑地砖
22厚1：2.5水泥砂浆粘贴层
50厚细石混凝土整浇层内配06@200双向钢筋
坡道剖面
不锈钢
砖砌踏步
填充密封材料
水池盖板详图
通长L30*50*6
成品铸铁盖板
室内地面
框架结构
现浇钢筋混凝土楼地面结构施工时应预留建筑面层厚度,首层面层建筑预留80mm,1-3层面层建筑预留50mm
门窗尺寸均为洞口尺寸,尺寸单位为毫米
建筑设计说明
总平面图
厨房、卫生间完成面应比相邻楼面降低20mm,地面均应向地漏方向做泛水,地面需做防水处理.均采用在聚氨酯防水涂膜上做40厚细石混凝土保护层.
室外阳台和室外走廊、平台
凡需吊平顶的房间其上层楼板施工时按设计要求预留吊筋或埋件.
墙身
墙体采用当地常用填充墙
自制水泥空心砖
内墙：在与门、窗洞连接处应立相应墙厚尺寸的钢筋混凝土立柱与过梁同时浇捣.钢筋混凝土立柱配筋及详图见结构施工图.
内外墙面粉刷用料和做法详见用料表中内外墙粉刷部分.
墙身防潮
踢脚
地面应向坡向地漏方向,坡度为1%~5%,地漏口标高应低于地面标高20mm,以地漏为中心半径250mm范围内,排水坡度应为3%~5%
地面防水层应在迎水面,做在结构层上面
找平
钢铁构件均需做防锈底漆二度,面漆二度.
除注明外
本工程外窗门主要为铝合金
场地标高及坡道、路面排水详见总平面图
场地内绿化布置详见景观环境设计图
沉降缝
伸缩缝
6厚1：1.5水泥砂浆找平层
彩色外墙涂料一底二面
毛石、文化石
清水面砖层
白色乳胶漆一底二度
20厚磨光花岗岩或大理石
200厚水泥焦渣垫层
素土夯实
总建筑面积
地上建筑面积
地下建筑面积
占地建筑面积
建筑密度
容积率
绿化率
建筑层数
建筑高度
户型比
围墙
地下水景机房
半地下室挡土墙详见.
化粪池
500宽高分子防水涂料
角钢
地下室地板及侧墙防水详图
卷材防水层
盖板开启方向
检修人孔节点详图1：10
钢爬梯
膨胀螺栓
合页、插销、镀锌铁皮、60*40边框、镀锌钢管、调和漆
残疾人坡道放大平面
水泥砂浆灌封、水泥砂浆抹灰、柏油嵌缝
法兰盘、螺钉拧固
屋面排水斜天沟
屋脊剖面大样图1：10
屋顶烟囱、女儿墙
铁艺栏杆详见厂家设计
预埋铁件
室内外窗栏杆
花架立面详图、沥青
未详尽事宜请参照国家有关施工和验收规范.
道路横断面图
结构设计总说明
本工程不做抗震设防设计、异型柱框架
安全等级二级
独立基础
设计依据
次梁、主梁、主梁主筋
坡屋面构造大样
挡土墙断面
基础平面布置图
结构层楼面标高
一层柱网布置图
基础顶面至二层楼面
一层梁配筋图
本层结构标高：-0.050；未注明梁面标高同相应板面标高
主次梁交接处须在主梁内两侧各附加三道箍筋,直径同原主筋箍筋,间距为50,并均在主梁内再附加吊筋.
等高次梁相交处按下图箍筋加密：
未注明板厚为100mm
屋面梁配筋图
地下室地板结构图
未注明的分布筋为.
从主梁伸至半平台标高
柱箍筋加密范围

英语翻译20厚1：2.5水泥砂浆80厚C15混凝土70厚碎石垫层素土夯实防潮层C20细石混凝土掺防水剂10厚1：2水泥砂浆括糙20厚1：2水泥砂浆加防水剂粉面水泥砂浆排水地沟1：20板料面层1：3水泥砂浆10
20 thick cement mortar 1:2.5
80 thick C15 concrete
70 thick gravel cushion
Su-soil foundation
Dampproof layer doped C20 fine aggregate concrete waterproofing agent
10 thick 1:2 cement mortar including squarrosa
20 thick 1:2 cement mortar plus waterproof agent Noodles
Cement mortar drainage trench 1:20
Sheet surface
1:3 cement mortar
100 thick reinforced concrete slab
8 thick防滑地砖
22 thick paste layer of cement mortar 1:2.5
50 small stone thick layer of concrete poured the whole 06 @ 200 with a two-way reinforced
Ramp profile
Stainless Steel
Brick time
Filling sealing material
Pool cover details
Length L30 * 50 * 6
Finished cast iron plate
Indoor surface
Frame structure
Cast-in-place reinforced concrete structure construction of the ground floor should be reserved for the construction surface layer thickness, the first level-story building set aside 80mm ,1-3 level-story building set aside 50mm
Doors and windows are the size of the hole size, dimensions in mm
Architectural Design Help
Total Plan
Kitchen, bathroom complete the floor surface should be lower than the adjacent 20mm, the ground should be omitted geotropism direction pan of water, ground water to be done to deal with. Are used in polyurethane waterproof coating to make 40 fine aggregate concrete thick layer of protection.
Outdoor terrace and outdoor corridors, platforms
凡需hanging flat-topped upper floor room with its construction design requirements set aside by hanging bars or buried pieces.
Wall
The use of local common wall filled wall
Homemade cement hollow brick
The interior walls are: in the door,窗洞connections should legislate accordingly墙厚size reinforced concrete columns and beams have been poured at the same time trace. Reinforced concrete column reinforcement and details, see the structure of working drawings.
The materials used to paint the inside and outside the walls and practices detailed in the table with the materials used to paint the part of the external walls.
Moisture-proof walls
Skirtboard
The ground should slope to drain the direction of the gradient of 1% ~ 5%, to drain the mouth elevation above sea level should be below ground 20mm, floor drain to a radius of 250mm as the central framework, drainage slope should be 3% -5%
Ground waterproof layer should be迎水面done in structural layer above
Leveling
Rust-proof steel components are required to do a second coat, finish second.
Unless otherwise indicated,
The projects are mainly aluminum alloy windows
Site elevation and the ramp, road drainage see the total plan
Green venues are detailed layout design Landscape
Settlement joint
Joints
6 thick leveling layer of cement mortar 1:1.5
Color wall paint a face at the end of the Second
Mao stone, cultural stone
Shimizu tile layer
White latex paint at the end of a second
20 thick polished granite or marble
200 thick layer of cement cinder
Su-soil foundation
A total construction area
On the ground floor area
Underground construction area
Covers an area of building area
Building density
FAR
Greening rate
Building low-rise
Building height
Units than
Wall
Groundwater King room
See semi-basement retaining wall. .
Septic tanks
500 W polymer waterproof coating
Angle
The basement floor and wall waterproofing details
Waterproofing membrane
Open the direction of plate
Overhaul 1:10 manhole node details
Steel ladder
Expansion bolts
Hinge, bolt, galvanized iron sheets, 60 * 40 frame, galvanized steel pipes, to reconcile the Chatham
Disabled ramp enlarge plane
Potting cement mortar, cement mortar plastering, asphalt caulking
Flange, screw fastening solid
Gutter inclined roof drainage
Roof profile large samples 1:10
The roof of the chimney, parapet
Iron railings manufacturers detailed design
Embedded iron
Indoor and outdoor window railing
Facade flower details, asphalt
Please refer to detailed matters not related to the construction and acceptance of national norms.
Road sections
The structural design of the total note
The works do seismic design, special-shaped column frame
Secondary level of security
Independent foundation
Design basis
Second beam, main beam, main beam主筋
Large sloping roof-like structure
Retaining wall section
Based on floor plan
Structural layer floor elevation
One column layout Network
Based on the top surface to the second floor of the floor
Floor beam reinforcement plan
The layer structure elevation: -0.050; undated beam surface elevation with the corresponding plate surface elevation
Primary and secondary beam junction to be in the main beam with both sides of the additional three stirrups, the diameter of the original主筋with stirrups, spacing of 50 and are in the main beam re-attached tendon hanging.
Contour meeting press map interface beam stirrups encryption:
Undated thickness for 100mm
Roof beam reinforcement plan
Basement floor structure
Not specified for the distribution of tendons. .
Stretching from the main beam semi-platform elevation
Encryption scope column stirrups
一些翻译不出来,不好意思- -

太长了 你查网上的字典 很方便的 给我100分我会考虑给你翻

20 thick 1. 5 cement mortar
80 thick d23 for concrete
70 thick gravel mattress
Grain soil ramming
Moistureproof layer C20 fine stone concrete mixing water-proofing agent
10 thick E...

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20 thick 1. 5 cement mortar
80 thick d23 for concrete
70 thick gravel mattress
Grain soil ramming
Moistureproof layer C20 fine stone concrete mixing water-proofing agent
10 thick Europe 2 cement mortar is rough
2 the cement mortar added 20 thick powder water-proofing agent
The cement mortar drainage: edible
Sheet metal surface
1 the cement mortar
100 thick plate reinforced concrete
8 thick prevent slippery floor tile
22 thick cement mortar paste 1. 5
50 thick layer of fine stone concrete casting matchs 06 @ within 200 two-way reinforced
Ramp profile
Stainless steel
Bricks
Filling sealing materials
Cistern cover drawing
Through 50 * * 6 L30 long
Finished iron plate
Indoor ground
Frame structure
Cast-in-place reinforced concrete floor surface structure construction should be reserved, the thickness of the building surface layer construction 80mm reserve level, and 1-3 buildings reserve level 50
As the window size, size unit size for mm
Architecture design
Total plan
Kitchen, toilet should be finished floor lower than adjacent surface, the ground should be to 20mm floor drain directions, ground water to do extensive water. Adopted in polyurethane waterproof coating on 40 thick layer of fine stone concrete.
Outdoor balcony and outdoor corridor, the platform
All the rooms to condole roof top floor construction according to the design requirements of crane steel or built-in reserve.
Wall body
Used by local filling wall body
Homemade cement hollow bricks
With the door, wall: in connection should be made corresponding humanly scaled wall thickness of reinforced concrete column with the size and poured lintels. Reinforced concrete columns of reinforcement and the detail see structure construction.
Outside metope paint materials and methods for material list external paint.
Wall body moisture
kick
The ground floor drain directions to slope gradient, is 1% ~ 5%, floor drain mouth should be below the ground elevation 20mm elevation, floor drain 250mm radius scope for the center, drainage slope should 3% ~ 5%
The ground in water, waterproof layer should do in structure layer above
Make level
Steel components are required to do anti-rust primer, paint.
Unless specified
The project mainly for aluminum alloy Windows outside
Site elevations and ramp, total plan in pavement drainage
In the field of landscape environment afforest decorate design details
Settlement joints
Adjustable seam
6 thick 1 5 cement mortar screed-coat
A bottom 2 exterior coating color
Rubble, culture stone
Water brick layers
White emulsioni paint a bottom 2 degrees
Polished granite and marble 20 thick
Two thick cement cinder bed
Grain soil ramming
Total building area
The building area
Underground building area
Covering building area
Building density
cubage
green
Construction layer
Building height
Family than
fence
The underground water room
Half of the retaining wall in the basement. .
Septic tank
500 wide polymer waterproofing paint
Angle
The basement floor and lateral wall waterproofing map
Waterproof coiled
Cover open direction
1 detail drawings overhaul manhole
Steel ladder
Expansion bolt
Hinge, pin, galvanized iron, 60 * 40 borders, galvanization, the harmonic lacquer
Disabled ramp amplification plane
Cement mortar cement mortar potting, plastering, asphalt caulking
Flanges, screw twist fixed
Roof drainage inclined class
Figure 1. DaYang section roof
Roof chimney, parapet
Wrought iron baluster see manufacturer to design
Embed iron
Interior window rail
Flower elevation drawing, asphalt
Please refer to the country not exhaustive matters relevant construction and acceptance.
Road cross-sectional figure
Structure design always shows
This project was not do, seismic design frame
Safety level 2
Independent foundation
Design basis
Second beam, girders, main girder
Slope roof DaYang structure
Retaining wall sections
Basic layout
Structure floors elevation
A layer of column net arrangement
Second floor to the top surface of foundation
A beam of reinforcement
This layer structure elevation 0.050; : - Does not indicate surfaces with corresponding surface elevation beam
Primary beam must be within each additional girder in three sides with the owner of the stirrups, diameter steel reinforcement spacing for 50, and, in the steel crane girder the additional.
According to the high times beams intersect stirrup encryption:
Not specified thickness for 100mm
The roofing beams reinforced figure
The basement floor structure
The distribution of reinforcement is not specified. .
From the main platform stretch to half
Column range stirrups encryption
应该对吧！！！！

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