CN205476452U - Connection structure of shear force wall and floor - Google Patents
Connection structure of shear force wall and floor Download PDFInfo
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- CN205476452U CN205476452U CN201620176192.6U CN201620176192U CN205476452U CN 205476452 U CN205476452 U CN 205476452U CN 201620176192 U CN201620176192 U CN 201620176192U CN 205476452 U CN205476452 U CN 205476452U
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- shear wall
- shear force
- force wall
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Abstract
The utility model discloses a connection structure of shear force wall and floor, the construction joint that has improved between current shear force wall and the floor leaks the thick liquid problem. The utility model discloses a shear force wall, matrix board, side direction template, exist between the one end tip of matrix board and the shear force wall and supply side direction template male clearance, matrix board below is equipped with the pole setting, be equipped with in the pole setting and be used for fixing the horizontal steel pipe of reinforcement at shear force wall side with the side direction template, the matrix board is equipped with wooden a tree, used in making timber for boats with the reentrant corner department of side direction template handing -over. The utility model discloses can effectual solution construction joint leak the thick liquid problem, improve concrete shaping quality, do not need the secondary repair of polishing, reduced engineering cost.
Description
Technical field
This utility model relates to the attachment structure of a kind of shear wall and floor.
Background technology
Large steel moulding plate construction is as the construction technology of a kind of big section mould plate that social development occurs in building industry.Large steel moulding plate construction advantage is that template construction relatively in the past more can be saved manpower, saves the duration and improve construction quality, saves construction cost.But using the structure of large steel moulding plate construction, it is common that first pour walls concrete, after-pouring floor, each construction layer is respectively arranged with one construction joint up and down at floor, and particularly when floor slab construction, floor and lower floor's body of wall seam crossing easily produce the common quality defect of spillage.
Utility model content
In order to improve the problems referred to above, the purpose of this utility model is the attachment structure providing a kind of shear wall with floor.
To achieve these goals, the technical solution adopted in the utility model is as follows:
Shear wall and the attachment structure of floor, including shear wall, template die plate, lateral template；The gap that lateral template is inserted is existed between end, one end and the shear wall of described template die plate；It is provided with vertical rod below described template die plate；Described vertical rod is provided with the reinforcing horizontal steel tube for lateral template is fixed on shear wall side；It is provided with wood a tree, used in making timber for boats at described template die plate and the inner corner trim of lateral template handing-over.
Further, it is additionally provided with sponge strip in described gap.
Yet further, lateral template is fixed by described reinforcing horizontal steel tube by jacking；Wood a tree, used in making timber for boats it is provided with between described jacking and lateral template.
Further, described vertical rod top is additionally provided with cross bar, is provided with several wood a tree, used in making timber for boats between described cross bar and template die plate.
It addition, every is reinforced horizontal steel tube and is fixed by the vertical rod of more than two.
The construction method of the attachment structure of above-mentioned shear wall and floor, the installation of advanced andante template, when installing plate template, the thickness space of a reserved lateral template between shear wall and template die plate；Subsequently by lateral model sheetinstallat in reserved space.
Another form of construction work is: the installation of advanced andante template, when installing plate template, and the thickness space of a reserved lateral template between shear wall and template die plate；Then carry out pasting sponge strip in space, subsequently by lateral model sheetinstallat in reserved space.
This utility model compared with prior art, has the following advantages and beneficial effect:
This utility model can effectively solve construction joint spillage problem, improves concrete formation quality, it is not necessary to secondary polishing is repaired, and reduces engineering cost.
This utility model can also realize Fast Installation and fixes and construct, and model sheetinstallat is efficient and convenient；It addition, template die plate of the present utility model, lateral template all can be reused, greatly reduce cost.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Wherein, the parts that in accompanying drawing, labelling is corresponding are entitled: 1-shear wall, 2-template die plate, the lateral template of 3-, 4-vertical rod, and 5-reinforces horizontal steel tube, 6-wood a tree, used in making timber for boats, 7-sponge strip, 8-jacking, 9-cross bar.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings, and embodiment of the present utility model includes but not limited to the following example.
Embodiment
As it is shown in figure 1, shear wall and the attachment structure of floor, including shear wall 1, template die plate 2, lateral template 3；The gap that lateral template is inserted is existed between end, one end and the shear wall of described template die plate；It is provided with vertical rod 4 below described template die plate；Described vertical rod is provided with the reinforcing horizontal steel tube 5 for lateral template is fixed on shear wall side；It is provided with wood a tree, used in making timber for boats 6 at described template die plate and the inner corner trim of lateral template handing-over.Wherein, vertical rod is possible not only to gripper shoe template, additionally it is possible to reinforce horizontal steel tube for fixing, make to reinforce horizontal steel tube can lateral template be fixed, it addition, wood a tree, used in making timber for boats is to be fixed the junction of template die plate and lateral template, enable that both fix is more firm.Simultaneously by vertical rod, reinforce horizontal steel tube, wood a tree, used in making timber for boats carries out template die plate and lateral template fixing, the most easy for installation, dismounting is the easiest, additionally it is possible to reuse, greatly reduce engineering cost.Preferred as one, the wooden a tree, used in making timber for boats for 50mm × 100mm of above-mentioned wood a tree, used in making timber for boats, the height of described lateral template is 250mm.
In order to preferably prevent that spillage phenomenon occurs between shear wall and floor, in described gap, it is additionally provided with sponge strip 7.By arranging sponge strip at gap location, after grouting, it is possible to preferably stop its downward seepage.Preferred as one, sponge strip is arranged on gap at downward 5mm.
For the most fixing lateral template, lateral template is fixed by described reinforcing horizontal steel tube by jacking 8；Wood a tree, used in making timber for boats it is provided with between described jacking and lateral template.Wherein, jacking is " U " type structure near one end of lateral template, in the most just wood a tree, used in making timber for boats can being stuck in " U ", thus by fixing for wood a tree, used in making timber for boats more firm, and the most lateral formwork reinforcement.
More firm in order to fixed by template die plate, described vertical rod top is additionally provided with cross bar 9, is provided with several wood a tree, used in making timber for boats between described cross bar and template die plate.By arranging cross bar in vertical rod, by arranging multiple wood a tree, used in making timber for boats on cross bar, so that the pressure that template die plate is everywhere is delivered in cross bar, vertical rod uniformly so that it is more firm that template die plate is fixed.
In order to preferably realize this utility model, reinforce horizontal steel tube for every and be fixed by the vertical rod of more than two.By the common stress of the vertical rods of more than two, thus preferably realize supporting and fixation.
What deserves to be explained is, lateral template is to be fixed by the some horizontal steel tubes of reinforcing being arranged side by side, but the adjacent spacing reinforced between horizontal steel tube is not more than 2m.
The construction method of the attachment structure of above-mentioned shear wall and floor, the installation of advanced andante template, when installing plate template, the thickness space of a reserved lateral template between shear wall and template die plate；Then carry out pasting sponge strip in space, subsequently by lateral model sheetinstallat in reserved space.
Specifically, when installing plate template, being then fixed it by vertical rod and cross bar, when installing lateral template, be then positioned in space by top, bottom is fixed by reinforcing horizontal steel tube.
What deserves to be explained is, template die plate of the present utility model, lateral template, vertical rod, cross bar, reinforcing horizontal steel tube, wood a tree, used in making timber for boats etc. are the most reusable, greatly reduce engineering cost, and installing/dismounting is the most very convenient, fast.
According to above-described embodiment, this utility model just can be realized well.What deserves to be explained is; on the premise of designing based on said structure; for solving same technical problem; even if some made on this utility model are without substantial change or polishing; the essence of the technical scheme used is still as this utility model, therefore it should also be as in protection domain of the present utility model.
Claims (5)
1. a shear wall and the attachment structure of floor, it is characterised in that include shear wall (1), template die plate (2), lateral template (3)；The gap that lateral template is inserted is existed between end, one end and the shear wall of described template die plate；Vertical rod (4) it is provided with below described template die plate；Described vertical rod is provided with the reinforcing horizontal steel tube (5) for lateral template is fixed on shear wall side；It is provided with wood a tree, used in making timber for boats (6) at described template die plate and the inner corner trim of lateral template handing-over.
Shear wall the most according to claim 1 and the attachment structure of floor, it is characterised in that in described gap, be additionally provided with sponge strip (7).
Shear wall the most according to claim 2 and the attachment structure of floor, it is characterised in that lateral template is fixed by described reinforcing horizontal steel tube by jacking (8)；Wood a tree, used in making timber for boats it is provided with between described jacking and lateral template.
Shear wall the most according to claim 3 and the attachment structure of floor, it is characterised in that described vertical rod top is additionally provided with cross bar (9), be provided with several wood a tree, used in making timber for boats between described cross bar and template die plate.
Shear wall the most according to claim 4 and the attachment structure of floor, it is characterised in that reinforce horizontal steel tube for every and be fixed by the vertical rod of more than two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620176192.6U CN205476452U (en) | 2016-03-08 | 2016-03-08 | Connection structure of shear force wall and floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620176192.6U CN205476452U (en) | 2016-03-08 | 2016-03-08 | Connection structure of shear force wall and floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476452U true CN205476452U (en) | 2016-08-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620176192.6U Active CN205476452U (en) | 2016-03-08 | 2016-03-08 | Connection structure of shear force wall and floor |
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| CN (1) | CN205476452U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604316A (en) * | 2016-03-08 | 2016-05-25 | 中国五冶集团有限公司 | Connection structure of shear wall and floor and construction method of connection structure |
-
2016
- 2016-03-08 CN CN201620176192.6U patent/CN205476452U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105604316A (en) * | 2016-03-08 | 2016-05-25 | 中国五冶集团有限公司 | Connection structure of shear wall and floor and construction method of connection structure |
| CN105604316B (en) * | 2016-03-08 | 2018-10-26 | 中国五冶集团有限公司 | The connection structure and its construction method of shear wall and floor |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |