CN205444883U - Tall and big lonely wall unilateral template supporting construction in narrow and small space in subsiding crack one side - Google Patents
Tall and big lonely wall unilateral template supporting construction in narrow and small space in subsiding crack one side Download PDFInfo
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- CN205444883U CN205444883U CN201620240579.3U CN201620240579U CN205444883U CN 205444883 U CN205444883 U CN 205444883U CN 201620240579 U CN201620240579 U CN 201620240579U CN 205444883 U CN205444883 U CN 205444883U
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- subsiding crack
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Abstract
The utility model discloses a tall and big lonely wall unilateral template supporting construction in narrow and small space in subsiding crack one side, including I -steel, bottom plate, pre -buried U shaped steel muscle, welding piece, polyethylene plate material, top embedded bar and tension bar, the inboard of bottom plate is located to pre -buried U shaped steel muscle, be the subsiding crack between bottom plate and the wall body, polyethylene plate material and wall body laminating, and in the polyethylene plate material located the subsiding crack, welded with pre -buried U shaped steel muscle through welding the piece mutually the bottom of I -steel, the utility model discloses can can guarantee template and support system's stability narrow and small space inner tower facility worker, the utility model discloses simple structure, the on -the -spot installation of being convenient for, can used repeatedly etc. A great deal of advantage, strut the problem for tall and big wall body unilateral template and provide a new solution thinking.
Description
Technical field
This utility model relates to supporting construction, tall and big lonely wall one side formwork supporting construction in the small space of specifically a kind of subsiding crack side.
Background technology
At present, urban construction causes land resource abnormal precious on a large scale, and saving engineering land used has become trend.For saving engineering land used, widely different structures group is closely joined together for a large amount of structures, function, load, when when height, load and the version difference of adjacent structures are relatively big, ground is more weak, structures likely produce differential settlement, cause some position to be ftractureed.To this end, should in position as at complicated plane or build turning point, height change, the significantly different place of method of the compressibility of load, ground and basement process subsiding crack is set.
In the casting process of subsiding crack both sides concrete wall, especially in water conservancy project structure or in the waterproof structures having higher requirements, fixing template according to traditional split bolt can affect the waterproof effect of structure, therefore can only use one side formwork supporting.And in the template support for tall and big body of wall, conventional one side formwork support technology has shaped steel frame supporting and design of coupler scaffold supporting, but above two mould bases support system needs bigger work space, cannot set up in small space.
Utility model content
The purpose of this utility model is tall and big lonely wall one side formwork supporting construction in being to provide a kind of subsiding crack side small space, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, the following technical scheme of this utility model offer:
Tall and big lonely wall one side formwork supporting construction in the small space of a kind of subsiding crack side, including I-steel, base plate, embedded U-shaped reinforcing bar, weldment, polyethylene board, top embedded bar and tension reinforcement, the inner side of base plate is located at by embedded U-shaped reinforcing bar, it it is subsiding crack between base plate and body of wall, polyethylene board is fitted with body of wall, and polyethylene board is located in subsiding crack, the bottom of I-steel is welded with embedded U-shaped reinforcing bar mutually by weldment, the top of body of wall is located at by top embedded bar, and top embedded bar connects the top of I-steel by tension reinforcement.
As further program of the utility model: described polyethylene board is identical with body of wall height and width, the thickness of polyethylene board is identical with subsiding crack width.
Compared with prior art, the beneficial effects of the utility model are: this utility model can in small space erection construction can guarantee that the stability of template and support system, this utility model simple in construction, it is easy to in-site installation, the plurality of advantages such as can reuse, provide a kind of new resolving ideas for tall and big body of wall one side formwork support issues.
Accompanying drawing explanation
Fig. 1 is the structural representation of tall and big lonely wall one side formwork supporting construction in the small space of a kind of subsiding crack of this utility model side.
Fig. 2 is the connection top view of embedded U-shaped reinforcing bar and I-steel.
Fig. 3 is the connection top view of top embedded bar and I-steel.
In figure: 1-I-steel, 2-base plate, 3-embedded U-shaped reinforcing bar, 4-weldment, 5-polyethylene board, 6-body of wall, 7-top embedded bar, 8-tension reinforcement.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
Refer to Fig. 1～3, in this utility model embodiment, tall and big lonely wall one side formwork supporting construction in the small space of a kind of subsiding crack side, including I-steel 1, base plate 2, embedded U-shaped reinforcing bar 3, weldment 4, polyethylene board 5, top embedded bar 7 and tension reinforcement 8, the inner side of base plate 2 is located at by embedded U-shaped reinforcing bar 3, it it is subsiding crack between base plate 2 and body of wall 6, polyethylene board 5 is fitted with body of wall 6, and polyethylene board 5 is located in subsiding crack, the bottom of I-steel 1 is welded with embedded U-shaped reinforcing bar 3 phase by weldment 4, the top of body of wall 6 is located at by top embedded bar 7, and top embedded bar 7 connects the top of I-steel 1 by tension reinforcement 8.
Described polyethylene board 5 is identical with body of wall 6 height and width, and the thickness of polyethylene board 5 is identical with subsiding crack width.
Operation principle of the present utility model is: this utility model can in small space erection construction can guarantee that the stability of template and support system, this utility model simple in construction, it is easy to in-site installation, the plurality of advantages such as can reuse, provide a kind of new resolving ideas for tall and big body of wall one side formwork support issues.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and in the case of without departing substantially from spirit or essential attributes of the present utility model, it is possible to realize this utility model in other specific forms.Therefore, no matter from the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims rather than described above, it is intended that all changes fallen in the implication of equivalency and scope of claim included in this utility model.Should not be considered as limiting involved claim by any reference in claim.
In addition, it is to be understood that, although this specification is been described by according to embodiment, but the most each embodiment only comprises an independent technical scheme, this narrating mode of description is only for clarity sake, description should can also be formed, through appropriately combined, other embodiments that it will be appreciated by those skilled in the art that as an entirety, the technical scheme in each embodiment by those skilled in the art.
Claims (2)
1. tall and big lonely wall one side formwork supporting construction in a subsiding crack side small space, including I-steel (1), base plate (2), embedded U-shaped reinforcing bar (3), weldment (4), polyethylene board (5), top embedded bar (7) and tension reinforcement (8), it is characterized in that, the inner side of base plate (2) is located at by embedded U-shaped reinforcing bar (3), it is subsiding crack between base plate (2) and body of wall (6), polyethylene board (5) is fitted with body of wall (6), and polyethylene board (5) is located in subsiding crack, the bottom of I-steel (1) is welded with embedded U-shaped reinforcing bar (3) mutually by weldment (4), the top of body of wall (6) is located at by top embedded bar (7), and top embedded bar (7) connects the top of I-steel (1) by tension reinforcement (8).
Tall and big lonely wall one side formwork supporting construction in the small space of subsiding crack side the most according to claim 1, it is characterised in that described polyethylene board (5) is identical with body of wall (6) height and width, and the thickness of polyethylene board (5) is identical with subsiding crack width.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620240579.3U CN205444883U (en) | 2016-03-28 | 2016-03-28 | Tall and big lonely wall unilateral template supporting construction in narrow and small space in subsiding crack one side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620240579.3U CN205444883U (en) | 2016-03-28 | 2016-03-28 | Tall and big lonely wall unilateral template supporting construction in narrow and small space in subsiding crack one side |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444883U true CN205444883U (en) | 2016-08-10 |
Family
ID=56575212
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620240579.3U Expired - Fee Related CN205444883U (en) | 2016-03-28 | 2016-03-28 | Tall and big lonely wall unilateral template supporting construction in narrow and small space in subsiding crack one side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444883U (en) |
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2016
- 2016-03-28 CN CN201620240579.3U patent/CN205444883U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 Termination date: 20180328 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |