CN107190867A - Assembling type outer wall body abutment joint seepage-proof structure - Google Patents
Assembling type outer wall body abutment joint seepage-proof structure Download PDFInfo
- Publication number
- CN107190867A CN107190867A CN201710263806.3A CN201710263806A CN107190867A CN 107190867 A CN107190867 A CN 107190867A CN 201710263806 A CN201710263806 A CN 201710263806A CN 107190867 A CN107190867 A CN 107190867A
- Authority
- CN
- China
- Prior art keywords
- wall
- floor
- upper wall
- shoulder
- proof structure
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 238000007493 shaping process Methods 0.000 claims abstract description 14
- 239000002344 surface layer Substances 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 abstract description 5
- 230000009977 dual effect Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 4
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- BYACHAOCSIPLCM-UHFFFAOYSA-N 2-[2-[bis(2-hydroxyethyl)amino]ethyl-(2-hydroxyethyl)amino]ethanol Chemical group OCCN(CCO)CCN(CCO)CCO BYACHAOCSIPLCM-UHFFFAOYSA-N 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of assembling type outer wall body abutment joint seepage-proof structure, it is formed by stacking by the next wall, shaping floor, surface layer floor and upper wall.The end of the next wall upward is one side shoulder jaggy, and the shoulder positioned at inner side is the supporting-point for being molded floor, and the breach for being in outside is the supporting-point of upper wall.The upper wall is built on the next floor, upper wall lower end is also one side shoulder jaggy, positioned at outside shoulder bottom face be inclined-plane, inclined-plane outer edge by the next wall breach baseplane support, be in inner side breach top surface be suspended in shelved shaping floor on.The present invention is provided with twice seepage-proof structure altogether, is upper wall and the sealing slope at the abutment joint of the next wall together.Another road is abutment joint of the height of shoulder far above upper wall and the next wall that the next wall stretches out upward, and dual seepage-proof structure is simple, water-impervious reliable, is adapted to various assembling type outer wall bodies supporting.
Description
Technical field
The present invention relates to a kind of building structure, in particular it relates to a kind of building element seepage-proof structure, especially
It is a kind of assembling type outer wall body abutment joint seepage-proof structure.
Background technology
Now, the state-of-the-art pattern of building a house is the component using the prefabricated shaping of batch production, at the construction field (site) by assembling
Shaping.Such a integrated pattern technology that builds a house is advanced, efficiency of construction is high, quality good, and greatly reduce job site dust and
Building waste.The building wall of fabricated construction is laminated using piecemeal and built, and the layering face of levels is usually provided at floor and built
Place.Prior art partly rests on the upper end of the next wall by floor two ends are molded respectively, and the bottom of upper wall is provided with angular breach,
The outer flange of the breach is propped up on the next wall, remaining breach sky on the shaping floor end shelved, the empty part of institute by
Tamp the surface layer floor end of after-pouring shaping.Such a structure is easy to upper the next wall abutting joint, and shaping floor is built reliably,
Also allow for surface layer concrete floor slab placement.But, prior art is suitable only for inner wall application, and exterior wall application effect is not good, because on
There is gap in the next wall joint, rainwater Yi Shun gaps penetrate into indoor, and this problem directly affects housing quality, and construction party must
Give and overcome, otherwise can not pass through construction engineering quality and check and accept pass.
The content of the invention
There is seepage problem at assembling type outer wall body abutment joint present invention is generally directed to prior art, propose a kind of assembling
Formula exterior wall abutment joint seepage-proof structure, the seepage-proof structure of this dislocation docking is simple, make easily, percolation-proof effect it is good.
The present invention is achieved through the following technical solutions technical goal.
Assembling type outer wall body abutment joint seepage-proof structure, it is by the next wall, shaping floor, surface layer floor and upper wall
It is formed by stacking.The next wall and upper thickness of wall body H are equal.It is theed improvement is that：The end of the next wall upward
Portion is one side shoulder jaggy, and the rectangle shoulder protruded upward is located at inner side, and it is the supporting-point for being molded floor, is in outside
Breach baseplane be upper wall supporting-point.The upper wall is perpendicular to be built on the next floor, upper wall lower end
It is one side shoulder jaggy, the shoulder bottom face positioned at outside is outer low and inner high inclined-plane, and inclined-plane outer edge is by the next wall
Breach baseplane is supported, and is in the breach top surface sky of inner side on the shaping floor shelved, its difference in height is after-pouring face
The thickness value of floor plate.
As further improvement project, shoulder bottom inclined-plane oblique angle α=3 °~5 ° of the upper wall, land widths
H1=0.3~0.4H.
As further improvement project, the land widths H of the next wall2=0.6~0.7H.
The present invention compared with prior art, has the positive effect that：
1st, upper the next wall dislocation docking structure is simple, assemble easy, accurate positioning；
2nd, upper wall towards lower shoulder bottom face be one piece of outer low and inner high inclined-plane, upper wall and quilt at the abutment joint of the next wall
Mortar is blocked, and the mortar formation sealing slope of solidification, water of drenching with rain outside halts the slope, and the shoulder that the next wall stretches out upward in addition is high
Degree is far above the abutment joint of upper wall and the next wall, and such a dual water sealing structure antiseepage outlet capacity is strong, effect is good；
3rd, the shoulder of upper wall interlocks with the shoulder of the next wall and docked, and gap is left between two shoulders, after the gap is easy to
The surface layer floor bar poured is fixed and concrete injection.
Brief description of the drawings
Fig. 1 is structural profile schematic diagram of the present invention.
Fig. 2 is upper wall lower end structure schematic diagram in Fig. 1.
Fig. 3 is one side end view of the next wall upward in Fig. 1.
Embodiment
Below according to accompanying drawing and in conjunction with the embodiments, the invention will be further described.
Assembling type outer wall body abutment joint seepage-proof structure shown in Fig. 1, it is by the next wall 1, shaping floor 2, surface layer building
Plate 3 and upper wall 4 are formed by stacking.The present embodiment applies the commercial and residential building exterior wall in frame structure.The next wall 1 and upper
The position thickness H of wall 4 is equal, is 240mm.The end of the next wall 1 upward is one side shoulder jaggy, is protruded upward
Rectangle shoulder be located at inner side, it be molded floor 2 supporting-point, be in outside breach baseplane be upper wall 4 branch
Hold a little.The rectangle land widths H that the next wall 1 is protruded upward in the present embodiment2=0.6H, i.e. 144mm.The upper wall 4 is erected
Build on the next floor, the upper lower end of wall 4 is also one side shoulder jaggy, the land widths H positioned at outside1=0.4H,
That is 96mm.The shoulder bottom face be outer low and inner high inclined-plane, 3 ° of the oblique angle on the present embodiment inclined-plane, inclined-plane outer edge is by the next wall
1 breach baseplane supporting, be in inner side breach top surface be suspended in shelved shaping floor 2 on, its difference in height is after-pouring
The thickness value of surface layer floor 3.The shoulder of upper wall 4 interlocks with the shoulder of the next wall 1 and docked in the present invention, due to upper wall
Body 4 is one piece of outer low and inner high inclined-plane towards lower shoulder bottom face, and the abutment joint of upper wall 4 and the next wall 1 is pouring surface layer building
Blocked and fill in by mortar during plate 3, the mortar formation sealing slope of solidification, water of drenching with rain outside halts the slope.The present invention is gone back in terms of water-impervious
There is a structure, i.e., the height of shoulder that the next wall 1 stretches out upward is far above the abutment joint of upper wall 4 and the next wall 1, thus
Constitute again and act on stronger seepage-proof structure together.The present invention is because being provided with dual water sealing structure, with very strong water-impervious energy
Power, and effect is good, fully meets Construction Quality requirement, is adapted to various assembling type outer wall bodies supporting.
Claims (3)
1. a kind of assembling type outer wall body abutment joint seepage-proof structure, it is by the next wall（1）, shaping floor（2）, surface layer floor
（3）With upper wall（4）It is formed by stacking；The next wall（1）With upper wall（4）Thickness H is equal；It is characterized in that：Institute
State the next wall（1）End upward is one side shoulder jaggy, and the rectangle shoulder protruded upward is located at inner side, and it is shaping
Floor（2）Supporting-point, be in outside breach baseplane be upper wall（4）Supporting-point；The upper wall（4）It is perpendicular to build
In the next floor（1）Above, upper wall（4）Lower end is also one side shoulder jaggy, and the shoulder bottom face positioned at outside is
Outer low and inner high inclined-plane, inclined-plane outer edge is by the next wall（1）Breach baseplane supporting, be in inner side breach top surface be suspended in
The shaping floor shelved（2）On, its difference in height is after-pouring surface layer floor（3）Thickness value.
2. assembling type outer wall body abutment joint seepage-proof structure according to claim 1, it is characterised in that：The upper wall
（4）Shoulder bottom inclined-plane oblique angle α=3 °~5 °, land widths H1=0.3~0.4H.
3. assembling type outer wall body abutment joint seepage-proof structure according to claim 1, it is characterised in that：The next wall
（1）Land widths H2=0.6~0.7H.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710263806.3A CN107190867A (en) | 2017-04-21 | 2017-04-21 | Assembling type outer wall body abutment joint seepage-proof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710263806.3A CN107190867A (en) | 2017-04-21 | 2017-04-21 | Assembling type outer wall body abutment joint seepage-proof structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107190867A true CN107190867A (en) | 2017-09-22 |
Family
ID=59872168
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710263806.3A Pending CN107190867A (en) | 2017-04-21 | 2017-04-21 | Assembling type outer wall body abutment joint seepage-proof structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107190867A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565815A (en) * | 2019-09-26 | 2019-12-13 | 六安远大住宅工业有限公司 | Connection node of balcony slab and prefabricated exterior wall cladding |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203808283U (en) * | 2014-04-02 | 2014-09-03 | 中国十七冶集团有限公司 | Assembly type housing compound external wall |
| CN204418426U (en) * | 2015-01-12 | 2015-06-24 | 任丘市永基建筑安装工程有限公司 | Precast wall panel seam syndeton |
| CN204826396U (en) * | 2015-08-17 | 2015-12-02 | 润铸建筑工程（上海）有限公司 | Novel precast concrete that interior outer plate can not leave by mistake presss from both sides core heat preservation wallboard |
| CN205116435U (en) * | 2015-11-20 | 2016-03-30 | 辽宁鼎裕环保建材有限公司 | Waterproof structure of vertical connected node of prefabricated concrete structure wall body |
| CN205242636U (en) * | 2015-12-02 | 2016-05-18 | 文登蓝岛建筑工程有限公司 | Steel construction building body and outer wall node thereof |
| CN106401057A (en) * | 2016-10-26 | 2017-02-15 | 中国二十二冶集团有限公司 | Leakage-proof sandwich thermal insulation concrete outer wall board based on horizontal joints and vertical joints |
| CN205954876U (en) * | 2016-08-04 | 2017-02-15 | 高槟 | Horizontal tongue -and -groove waterproof construction of prefabricated sandwich side fascia |
| CN206987073U (en) * | 2017-04-21 | 2018-02-09 | 江苏宇辉住宅工业有限公司 | Assembling type outer wall body abutment joint seepage-proof structure |
-
2017
- 2017-04-21 CN CN201710263806.3A patent/CN107190867A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203808283U (en) * | 2014-04-02 | 2014-09-03 | 中国十七冶集团有限公司 | Assembly type housing compound external wall |
| CN204418426U (en) * | 2015-01-12 | 2015-06-24 | 任丘市永基建筑安装工程有限公司 | Precast wall panel seam syndeton |
| CN204826396U (en) * | 2015-08-17 | 2015-12-02 | 润铸建筑工程（上海）有限公司 | Novel precast concrete that interior outer plate can not leave by mistake presss from both sides core heat preservation wallboard |
| CN205116435U (en) * | 2015-11-20 | 2016-03-30 | 辽宁鼎裕环保建材有限公司 | Waterproof structure of vertical connected node of prefabricated concrete structure wall body |
| CN205242636U (en) * | 2015-12-02 | 2016-05-18 | 文登蓝岛建筑工程有限公司 | Steel construction building body and outer wall node thereof |
| CN205954876U (en) * | 2016-08-04 | 2017-02-15 | 高槟 | Horizontal tongue -and -groove waterproof construction of prefabricated sandwich side fascia |
| CN106401057A (en) * | 2016-10-26 | 2017-02-15 | 中国二十二冶集团有限公司 | Leakage-proof sandwich thermal insulation concrete outer wall board based on horizontal joints and vertical joints |
| CN206987073U (en) * | 2017-04-21 | 2018-02-09 | 江苏宇辉住宅工业有限公司 | Assembling type outer wall body abutment joint seepage-proof structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565815A (en) * | 2019-09-26 | 2019-12-13 | 六安远大住宅工业有限公司 | Connection node of balcony slab and prefabricated exterior wall cladding |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US11384501B2 (en) | Method for sealing post-cast strip in foundation with no gap | |
| CN207685993U (en) | A kind of prefabricated assembling type reinforced concrete balcony slab | |
| CN110761322A (en) | Cast-in-place pipe gallery side wall horizontal construction joint reinforcing structure and construction method thereof | |
| CN110284587A (en) | A kind of prefabricated window and connection joints of steel structure and the construction method of floaing of staggered floor | |
| CN108222270A (en) | Prefabricated buildings and its construction method | |
| CN110821256A (en) | Prefabricated assembled biochemical pool of sewage plant and installation method thereof | |
| CN206298900U (en) | A kind of diaphram wall built-in type steel encloses purlin plug system | |
| CN116241011B (en) | A concrete frame wall panel based on polyurethane casting abdominal cavity and its manufacturing method | |
| CN207405730U (en) | A kind of discharge structure of basement | |
| CN210315960U (en) | Precast concrete window apron connection structure that wafts | |
| KR101087644B1 (en) | Storage tank wall structure structure with integral structure | |
| CN206987073U (en) | Assembling type outer wall body abutment joint seepage-proof structure | |
| CN107190867A (en) | Assembling type outer wall body abutment joint seepage-proof structure | |
| CN216360335U (en) | Install elevator additional with integrated assembled precast concrete well way frame | |
| CN212866302U (en) | Connecting structure of precast concrete bay window cover plate | |
| CN109296074A (en) | A prefabricated concrete column-beam connection node | |
| CN208056126U (en) | A kind of connecting node construction of steel pipe bundle concrete walls and Base isolation system | |
| CN106436721A (en) | Underground diaphragm wall embedded steel enclosing purlin plug system and construction method thereof | |
| CN206681175U (en) | Anhydrous and there is the water proof structure of glass partition junction between water | |
| KR101862567B1 (en) | Standardization of Mat Foundation assembling House system | |
| CN211948581U (en) | Pre-closed waterproof post-cast strip structure | |
| CN211622736U (en) | Industrial assembled house | |
| CN209082681U (en) | A kind of prefabricated assembled bay window constructing structure of residential building | |
| CN211622203U (en) | Roofing component and assembled multilayer house | |
| CN108661312A (en) | A kind of laminated floor slab Construction Supporting System |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170922 |