CN205917973U - Precast beam integration composite wall panel - Google Patents
Precast beam integration composite wall panel Download PDFInfo
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- CN205917973U CN205917973U CN201620746381.2U CN201620746381U CN205917973U CN 205917973 U CN205917973 U CN 205917973U CN 201620746381 U CN201620746381 U CN 201620746381U CN 205917973 U CN205917973 U CN 205917973U
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- precast beam
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Abstract
The utility model belongs to the technical field of assembly type structure component technique and specifically relates to relate to prefabricated wallboard technical field, specifically disclose a precast beam integration composite wall panel, including the wall body, still including being located the precast beam of wall body one side wall, the part of precast beam is located in the wall body, the precast beam is located through it partial fixing in the wall body in the wall body, all the other parts of precast beam are located outside the wall body. The utility model discloses simple structure, convenient to use, assembly technical requirement is low, has high assembly efficiency, uses this precast beam integration composite wall panel and can improve assembly type structure assembly rate, reduces the construction degree of difficulty, shortens construction period.
Description
Technical field
This utility model is related to assembled architecture component technology field, especially relates to prefabricated panel technical field.
Background technology
Assembled architecture is to be assembled at the construction field (site) by various prefabricated components.Typically first by precast beam, post
It is fixedly connected composition building frame system, more hoisting prefabricated wallboard, prefabricated panel is fixedly connected with prefabricated post, prefabricated panel
It is connected with precast beam selectivity, finally pour build floor.However, due to wallboard lift when, beam, post fixed, therefore wallboard
Installing space has also been fixed, and wallboard often, with installing space size, deviation occurs, leads to the problem that wallboard is not installed.
The reason produce this problem is more, is used for and beam column in such as precast beam installation inclination, prefabricated panel dimensional discrepancy, prefabricated panel
Built-in fitting position deviation connecting etc. is it is more difficult to control.And this problem is multiple at the construction field (site), lead to assembled architecture design dress
Join rate to reduce, site operation efficiency of assembling reduces simultaneously, has a strong impact on construction speed.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of precast beam integration combined wall board, and structure is simple, make
With conveniently, assembly technical requirement is low, has high efficiency of assembling, apply this precast beam integration combined wall board can improve assembling
Formula builds assembly rate, reduces difficulty of construction, shortens the construction period.
For solving above-mentioned technical problem, technical solution adopted in the utility model is: a kind of precast beam integration is compound
Wallboard, including body of wall, also includes the precast beam positioned at described body of wall one side wall, the part of described precast beam is located at described body of wall
Interior, described precast beam is fixed on described body of wall, the remainder position of described precast beam by the part that it is located in described body of wall
Outside described body of wall.
Described precast beam is located at the top of described body of wall.
As preferential, described precast beam is girder steel.
Specifically, described girder steel is I-steel, and including web and flange plate, described web is located in body of wall, and web
Lateral surface is concordant with wall and surface.
Further, the equal length of the length of described precast beam and described body of wall.
Further, described precast beam two end faces along its length expose described body of wall.
Have the beneficial effects that using produced by technique scheme: precast beam is embedded into precast wall body by this utility model
Inside it is integrally formed, during assembling, realize precast beam and body of wall assembles simultaneously and is mounted on post, assembly space is big, easy construction,
Dimensional discrepancy requirement to each component is low, and overcoming prior art body of wall needs installation effectiveness in the installing space that beam column is constituted
The big problem of low, difficulty, simultaneously precast beam and body of wall assemble simultaneously, decrease the construction procedure of separately installed precast beam, can
Shorten the construction period, improve efficiency of construction.
Brief description
Fig. 1 is a kind of this utility model precast beam integration structural representation of embodiment of combined wall board；
Fig. 2 is the left view of precast beam integration combined wall board described in Fig. 1；
Fig. 3 is a kind of schematic diagram being in confined state of this utility model precast beam integration embodiment of combined wall board.
Wherein, 1, body of wall；2nd, precast beam；3rd, floor；4th, peg；5th, height stitches；21st, flange plate；22 webs.
Specific embodiment
In order to solve prefabricated panel due to the technical problem that dimensional discrepancy installation effectiveness is low, difficulty is big, this utility model is public
Open a kind of precast beam integration combined wall board, by using the technological means that precast beam is embedded into prefabricated panel body of wall, energy
Enough improve the efficiency of assembling of prefabricated panel, reduce assembly difficulty, improve efficiency of construction, shorten construction period.
In order to clearly describe this utility model, new to this practicality with reference to the accompanying drawings and detailed description
Type is described in further detail.
A kind of precast beam integration combined wall board, is shown in Fig. 1, including body of wall 1, also includes pre- positioned at body of wall 1 one side wall
Beam 2 processed, the part of precast beam 2 is located in body of wall 1, and precast beam 2 is fixed on body of wall 1 by the part that it is located in body of wall 1, prefabricated
The remainder of beam 2 is located at outside body of wall 1.
The preparation method of this precast beam integration combined wall board: before body of wall 1 is prefabricated, first precast beam 2 fixation is placed in
In wall mold, treat that body of wall 1 preparation finishes, body of wall 1 solidifies, make precast beam 2 be fixed on body of wall 1 it is not necessary to extra setting connects
Part.
Preferably, body of wall 1 is by concreting molding.
Precast beam 2 is located at the top of body of wall 1.According to detail design needs, precast beam 2 can be fixed on body of wall 1 needs
Position.General, beam will be as the support of floor 3 and immobilizing foundation, it is therefore preferable that making precast beam 2 be located at the upper of body of wall 1
Portion.
As preferential, precast beam 2 is girder steel, is easy to the preparation of precast beam integration combined wall board, can adapt to great majority
Need.Girder steel is I-steel, and including web 22 and flange plate 21, web 22 is located in body of wall 1, and the lateral surface of web 22 and wall
Body 1 metope is concordant, sees Fig. 1.Girder steel can either be made to be fixedly connected with body of wall 1, make girder steel retain enough construction spaces, just again
On later stage girder steel, cast-in-situ floor 3 is constructed.
Further, the equal length of the length of precast beam 2 and body of wall 1.Precast beam 2 is flat with body of wall 1 along its length
OK, see Fig. 1 and Fig. 2.
Further, precast beam 2 two end faces along its length expose body of wall 1.Precast beam 2 and body of wall 1 can be made
All it is directly fixed on post, convenient installation.
A kind of confined state of this utility model precast beam integration combined wall board, is shown in Fig. 3, including two be vertically connected with
Prefabricated panel, between be installed with advance height seam 5, prevent body of wall 1 concrete because temperature change produce crack, the prefabricated panel of lower section
It is provided with pre-buried girder steel, the top of girder steel is cast-in-situ floor 3, and cast-in-situ floor 3 passes through peg 4 and the flange plate 21 of girder steel is fixing
Connect.When this assembling structure is implemented, the isolated footing of first construction building thing, then steel column is installed on a stand alone basis, incite somebody to action this afterwards
Utility model precast beam integration combined wall board is installed on steel column, realizes body of wall 1 and installs fixation with girder steel simultaneously, peg 4 is pre-
First it is welded on girder steel, then cast-in-situ floor 3.
Precast beam integration combined wall board can as needed body of wall 1 in setting built-in connection, for post or its
He is fixedly connected component, and girder steel is that bias is connected with post.
Above this utility model is described in detail, in this utility model, application specific case is to of the present utility model
Embodiment is set forth, and the explanation of above example is only intended to help and understands this utility model it is noted that for this
For those skilled in the art, on the premise of without departing from this utility model principle, if also this utility model can be carried out
Dry improvement, these improvement also fall in this utility model scope of the claims.
Claims (6)
1. a kind of precast beam integration combined wall board, including body of wall (1) it is characterised in that: also include positioned at described body of wall (1)
The precast beam (2) of side wall, the part of described precast beam (2) is located in described body of wall (1), and described precast beam (2) passes through its position
Part in described body of wall (1) is fixed on described body of wall (1), and the remainder of described precast beam (2) is located at described body of wall (1)
Outward.
2. precast beam integration combined wall board according to claim 1 is it is characterised in that described precast beam (2) is located at institute
State the top of body of wall (1).
3. precast beam integration combined wall board according to claim 1 and 2 is it is characterised in that described precast beam (2) is steel
Beam.
4. precast beam integration combined wall board according to claim 3, it is characterised in that described girder steel is I-steel, wraps
Include web (22) and flange plate (21), described web (22) is located in body of wall (1), and the lateral surface of web (22) and body of wall (1)
Metope is concordant.
5. precast beam according to claim 1 integration combined wall board is it is characterised in that the length of described precast beam (2)
Equal length with described body of wall (1).
6. precast beam integration combined wall board according to claim 1 is it is characterised in that described precast beam (2) is grown along it
Two end faces in degree direction expose described body of wall (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620746381.2U CN205917973U (en) | 2016-07-15 | 2016-07-15 | Precast beam integration composite wall panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620746381.2U CN205917973U (en) | 2016-07-15 | 2016-07-15 | Precast beam integration composite wall panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205917973U true CN205917973U (en) | 2017-02-01 |
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ID=57872116
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620746381.2U Active CN205917973U (en) | 2016-07-15 | 2016-07-15 | Precast beam integration composite wall panel |
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| CN (1) | CN205917973U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842910A (en) * | 2018-09-04 | 2018-11-20 | 中冶建筑研究总院有限公司 | A kind of more limb steel columns of assembled-freely-supported concrete plate Housing Structure System and its construction method |
-
2016
- 2016-07-15 CN CN201620746381.2U patent/CN205917973U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108842910A (en) * | 2018-09-04 | 2018-11-20 | 中冶建筑研究总院有限公司 | A kind of more limb steel columns of assembled-freely-supported concrete plate Housing Structure System and its construction method |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |