CN209194733U - A kind of precast wall body and precast floor slab mutually spliced - Google Patents
A kind of precast wall body and precast floor slab mutually spliced Download PDFInfo
- Publication number
- CN209194733U CN209194733U CN201822016528.4U CN201822016528U CN209194733U CN 209194733 U CN209194733 U CN 209194733U CN 201822016528 U CN201822016528 U CN 201822016528U CN 209194733 U CN209194733 U CN 209194733U
- Authority
- CN
- China
- Prior art keywords
- precast
- floor slab
- wall body
- main body
- precast wall
- 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.)
- Expired - Fee Related
Links
Abstract
The utility model relates to precast wall bodies and precast floor slab that one kind is mutually spliced, comprising: precast wall body main body, precast wall body bolt hole, precast wall body anchor slot, anchor plate, through-wall bolt, precast floor slab main body, precast floor slab connect bolt, angle cleat, precast floor slab edge sealing steel plate;The precast wall body bolt hole is through precast wall body main body, precast wall body anchor slot is located at one end of precast wall body bolt hole, anchor plate is set in precast wall body anchor slot, through-wall bolt one end is fixedly connected with angle steel, the other end connects anchor plate, and precast wall body bolt hole is passed across, angle cleat and precast floor slab main body are fixed together by precast floor slab connection bolt, and the precast floor slab edge sealing steel is located at the contact position of precast floor slab main body and precast wall body main body.The utility model ensures the quality of connection between wall and floor, realizes and multiple walls, floor are spliced building structure one by one, structure is simple, easy to use, there is preferable application value.
Description
Technical field
The utility model relates to precast wall bodies and precast floor slab technical field, more particularly to a kind of dry wall mutually spliced
Body and precast floor slab.
Background technique
Increasingly developed with Building technology, precast wall body and precast floor slab have been widely applied to existing building
In, quickly to build up high buildings and large mansions and residential building, realize that the fast development of urbanization is laid a good foundation, but the prior art
Precast wall body and precast floor slab are in the prevalence of following problem:
First is that precast wall body directly pours into cavity body structure, precast floor slab is built directly above in building, need
It successively to build, and the cast-in-place concrete at node, low efficiency;
Second is that after wall main building is good, precast floor slab is built on wall using the mode of building a wall, this mode
The more construction worker being skilled in technique is needed, it is time-consuming also long, it is not easy to the quick construction in house.
Therefore, the prior art needs to improve.
Summary of the invention
The utility model discloses one kind precast wall body and precast floor slab that mutually splice, using simple design structure and
Convenient material solves to exist in the prior art using connection type is optimized while guaranteeing Shock-proof for building aseismatic quality
The problem of.
A kind of precast wall body and precast floor slab mutually spliced, comprising:
Precast wall body main body, precast wall body bolt hole, precast wall body anchor slot, anchor plate, through-wall bolt, precast floor slab master
Body, precast floor slab connect bolt, angle cleat, precast floor slab edge sealing steel plate;
The precast wall body bolt hole anchors slot position through a certain position in precast wall body main body, the precast wall body
In one end of precast wall body bolt hole, the opening of the precast wall body anchor slot is greater than the diameter of the precast wall body bolt hole,
The anchor plate is set in precast wall body anchor slot, and anchor plate is less than precast wall body anchor slot, described through-wall bolt one end
It is fixedly connected with angle steel, the other end connects anchor plate, and passes across precast wall body bolt hole;
The precast floor slab connection bolt is fixed in precast floor slab main body, and is fixed on angle cleat, by joint angle
Steel is fixed together with precast floor slab main body, and the precast floor slab edge sealing steel is located at precast floor slab main body and precast wall body main body
Contact position.
In another embodiment based on the above-mentioned precast wall body mutually spliced and precast floor slab, the precast floor slab connects
Connecting bolt is L shape structure, and screw thread position is placed in precast floor slab main body in the top of precast floor slab main body one end, remaining position
Inside.
In another embodiment based on the above-mentioned precast wall body mutually spliced and precast floor slab, the precast wall body master
Built-in fitting is arranged in position below the precast wall body bolt hole of body apart from precast floor slab body thickness, and the built-in fitting is angle steel knot
Structure, to be inverted L shape structure, one side is fixed in precast wall body main body by bolt arrangement, and another side is arranged pre-
On the downside of floor main body processed one end.
Compared with prior art, the utility model has the advantage that
The precast wall body being fabricated separately and precast floor slab by being connected bolt, anchor plate and angle cleat by the utility model
It connects, since precast wall body is individual face structure, rather than space cavity formula structure, thus it saves a large amount of storage sky
Between, it more puts and is readily transported, pass through the connection of bolt anchor plate and angle cleat, it is ensured that the connection matter between wall and floor
Amount, to realize the building structure for splicing multiple walls, floor one by one, the utility model structure is simple, easy to use, has
Preferable application value.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing used in description of the prior art does one and simply introduces.
Fig. 1 is that the structure of one embodiment of precast wall body and precast floor slab that one kind of the utility model is mutually spliced is shown
It is intended to.
In figure: 1 precast wall body main body, 2 precast wall body bolts hole, 3 precast wall body anchor slots, 4 anchor plates, 5 through-wall bolts,
6 precast floor slab main bodys, 7 precast floor slabs connect bolt, 8 angle cleats, 9 precast floor slab edge sealing steel plates, 10 built-in fittings.
Specific embodiment
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is only the utility model a part of the embodiment, instead of all the embodiments.
Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figure 1, the precast wall body mutually spliced and precast floor slab include:
It is precast wall body main body 1, precast wall body bolt hole 2, precast wall body anchor slot 3, anchor plate 4, through-wall bolt 5, prefabricated
Floor main body 6, precast floor slab connect bolt 7, angle cleat 8, precast floor slab edge sealing steel plate 9;
The precast wall body bolt hole 2 anchors 3 through a certain position in precast wall body main body 1, the precast wall body
Slot position is greater than the precast wall body bolt hole 2 in one end of precast wall body bolt hole 2, the opening of the precast wall body anchor slot 3
Diameter, the anchor plate 4 is set in precast wall body anchor slot 3, and anchor plate 4 is less than precast wall body anchor slot 3, described to wear
5 one end of wall screw is fixedly connected with angle steel 8, and the other end connects anchor plate 4, and passes across precast wall body bolt hole 2;
The precast floor slab connection bolt 7 is fixed in precast floor slab main body 6, and is fixed on angle cleat 8, will be connected
Angle steel 8 is fixed together with precast floor slab main body 6, and the precast floor slab edge sealing steel 9 is located at precast floor slab main body 6 and precast wall body
The contact position of main body 1.
Precast floor slab connection bolt 7 is L shape structure, screw thread position in the top of 6 one end of precast floor slab main body,
Remaining position is placed in the inside of precast floor slab main body 6.
Position setting of 2 lower section of precast wall body bolt hole of the precast wall body main body 1 apart from 6 thickness of precast floor slab main body
Built-in fitting 10, the built-in fitting 10 are steel angle structure, and to be inverted L shape structure, one side is fixed on pre- by bolt arrangement
In wall main body 1 processed, another side is arranged on the downside of 6 one end of precast floor slab main body.
It is pre- by being needed in precast wall body main body 1 according to design during precast wall body and precast floor slab make
Precast wall body bolt hole 2 and precast wall body anchor slot 3 are stayed, pre-buried precast floor slab connects bolt 7 in precast floor slab main body 6, prefabricated
Floor main body 6 does edge sealing processing using precast floor slab edge sealing steel 9.
In precast floor slab installation, first through-wall bolt 5 is mounted in precast wall body bolt hole 2, one end anchor plate 4
It is fixed in precast wall body anchor slot 3, by the precast wall body spiral shell of the lifting of precast floor slab main body 6 to reserved precast wall body main body 1
2 position of keyhole after correcting device to hole, bolt 7 is connect with precast floor slab with angle cleat 8 and is connected, then by through-wall bolt 5 and joint angle
The connection of another limb of steel 8 corrects fixed position by adjusting two nuts.
After precast floor slab is fixed, microdilatancy pea gravel concreten will be used to block in precast wall body anchor slot 3.
When applied in the building high to floor globality, increase steel plate built-in fitting in 6 elevation of bottom of precast floor slab main body
10, realize that the card slot type between precast floor slab main body 6 and precast wall body main body 1 is fixed.
The power of floor is passed to the wall or beam of load-bearing by reliable force transmission mechanism by the connecting node of the utility model
On, and realize that node dry type connects.
The precast wall body and precast floor slab mutually spliced to one kind provided by the utility model above has carried out detailed Jie
It continues, specific case used herein is expounded the principles of the present invention and embodiment, and above embodiments are said
The bright method and its core concept for being merely used to help understand the utility model;At the same time, for those skilled in the art,
Based on the idea of the present invention, there will be changes in the specific implementation manner and application range, in conclusion this explanation
Book content should not be construed as a limitation of the present invention.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced, within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (3)
1. precast wall body and precast floor slab that one kind is mutually spliced characterized by comprising
Precast wall body main body, precast wall body bolt hole, precast wall body anchor slot, anchor plate, through-wall bolt, precast floor slab main body,
Precast floor slab connects bolt, angle cleat, precast floor slab edge sealing steel plate;
The precast wall body bolt hole is located at pre- through a certain position in precast wall body main body, the precast wall body anchor slot
One end of wall bolt hole processed, the opening of the precast wall body anchor slot is greater than the diameter of the precast wall body bolt hole, described
Anchor plate is set in precast wall body anchor slot, and anchor plate is less than precast wall body anchor slot, and described through-wall bolt one end is fixed
Angle cleat, the other end connects anchor plate, and passes across precast wall body bolt hole;
Precast floor slab connection bolt is fixed in precast floor slab main body, and is fixed on angle cleat, by angle cleat with
Precast floor slab main body is fixed together, and the precast floor slab edge sealing steel is located at the contact of precast floor slab main body and precast wall body main body
Position.
2. the precast wall body and precast floor slab according to claim 1 mutually spliced, which is characterized in that the precast floor slab
Connection bolt is L shape structure, and screw thread position is placed in precast floor slab master in the top of precast floor slab main body one end, remaining position
The inside of body.
3. the precast wall body and precast floor slab according to claim 1 mutually spliced, which is characterized in that the precast wall body
Built-in fitting is arranged in position below the precast wall body bolt hole of main body apart from precast floor slab body thickness, and the built-in fitting is angle steel
Structure, to be inverted L shape structure, one side is fixed in precast wall body main body by bolt arrangement, and another side setting exists
On the downside of precast floor slab main body one end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822016528.4U CN209194733U (en) | 2018-11-28 | 2018-11-28 | A kind of precast wall body and precast floor slab mutually spliced |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822016528.4U CN209194733U (en) | 2018-11-28 | 2018-11-28 | A kind of precast wall body and precast floor slab mutually spliced |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209194733U true CN209194733U (en) | 2019-08-02 |
Family
ID=67427295
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822016528.4U Expired - Fee Related CN209194733U (en) | 2018-11-28 | 2018-11-28 | A kind of precast wall body and precast floor slab mutually spliced |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209194733U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110886422A (en) * | 2019-12-08 | 2020-03-17 | 代营伟 | Connecting member for outer wall and floor support plate of steel structure integrally-assembled building body |
CN112282071A (en) * | 2020-09-11 | 2021-01-29 | 中国建筑第八工程局有限公司 | Mounting structure of external wall panel and construction method thereof |
-
2018
- 2018-11-28 CN CN201822016528.4U patent/CN209194733U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110886422A (en) * | 2019-12-08 | 2020-03-17 | 代营伟 | Connecting member for outer wall and floor support plate of steel structure integrally-assembled building body |
CN110886422B (en) * | 2019-12-08 | 2021-01-15 | 江西先峰钢结构有限公司 | Connecting member for outer wall and floor support plate of steel structure integrally-assembled building body |
CN112282071A (en) * | 2020-09-11 | 2021-01-29 | 中国建筑第八工程局有限公司 | Mounting structure of external wall panel and construction method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106049707B (en) | Prefabricated wall, prefabricated building construction and method of construction | |
CN105756202A (en) | Tooth groove type connection structure of assembled shear wall in combination with superimposed floor slab | |
CN209384451U (en) | A kind of shear wall connection structure convenient for splicing | |
CN209194733U (en) | A kind of precast wall body and precast floor slab mutually spliced | |
CN207194006U (en) | A kind of prefabricated concrete retaining wall | |
CN210238851U (en) | Prefabricated wallboard convenient to installation | |
CN208009922U (en) | A kind of prefabricated components bearing diagonal and its mounting structure | |
CN104032850B (en) | Precast shear wall dry type vertical connection nodes and construction method | |
CN207794133U (en) | Precast assembly tunnel | |
CN214220351U (en) | Energy-saving assembled building wall | |
CN209243966U (en) | A kind of connecting node of heat-insulation wall plate | |
CN209163167U (en) | A kind of precast floor slab connecting node construction | |
CN207504539U (en) | A kind of cable trough with cable protection external member | |
CN109138225B (en) | A kind of assembled arthitecutral structure inlays intersection board connecting structure | |
CN205875472U (en) | A concrete inside casing partition wall installation node for steel frame | |
CN209011374U (en) | A kind of fast disassembly type light weight hollow is laid bricks and fast disassembly type wall body structure | |
CN210067491U (en) | Vertical prefabricated component field installation fixed knot constructs | |
CN209585295U (en) | A kind of tower crane attached wall built-in fitting | |
CN106223367A (en) | A kind of exterior wall pouring after settlement enclosure method and device | |
CN206607689U (en) | Precast beam and wallboard connecting structure and building | |
CN212582882U (en) | Prefabricated interior wall that connection degree of combining is high | |
CN206090965U (en) | Cast -in -place composite wall | |
CN212716089U (en) | Power distribution room structure capable of being installed quickly | |
CN218813872U (en) | Vertical post-cast strip block structure | |
CN109869044A (en) | A kind of modularization dismounting enclosure wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190802 Termination date: 20201128 |
|
CF01 | Termination of patent right due to non-payment of annual fee |