CN203066248U - Non-build-in layer outer wall used for top plate of basement - Google Patents
Non-build-in layer outer wall used for top plate of basement Download PDFInfo
- Publication number
- CN203066248U CN203066248U CN 201320259004 CN201320259004U CN203066248U CN 203066248 U CN203066248 U CN 203066248U CN 201320259004 CN201320259004 CN 201320259004 CN 201320259004 U CN201320259004 U CN 201320259004U CN 203066248 U CN203066248 U CN 203066248U
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- basement
- wall
- build
- top plate
- top board
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Abstract
The utility model provides a non-build-in layer outer wall used for a top plate of a basement, which comprises a basement outer wall and a top plate beam; the basement outer wall is arranged at the outside of a beam of the top plate beam, one side face of the basement outer wall is opposite to one side face of the top plate beam, a pre-embedded steel plate is respectively arranged on each of the side face of the basement outer wall and the side face of the top plate beam, and a polyfluortetraethylene plate is clamped between the pre-embedded steel plates. The non-build-in layer outer wall used for the top plate of the basement disclosed by the utility model is low in construction cost and large in building use space; and the basement outer wall can freely slide relative to the top plate beam, the basement outer wall is separated from the whole in structure, and constraint between the wall face and a main body structure is released and the water stop performance of the basement outer wall is enhanced due to the polyfluortetraethylene plate clamped between the pre-embedded steel plates and the design of rubber water stop tapes and outer attached water stop tapes.
Description
Technical field
The utility model relates to construction engineering technical field, particularly a kind of non-build-in layer exterior wall for basement roof.
Background technology
The way that present basement building adopts usually is with outer wall of basement and superstructure is whole waters together.Yet, for some object of construction production, be exterior wall as three of basements, another side is for unlimited fully, and steel concrete is whole to be watered if outer wall of basement adopts, because the exterior wall lateral rigidity is very big, for the center of rigidity that guarantees structure overlaps with the structure centre of form, the shear wall of some often need additionally be set in a side of opening wide, adopt this way both to increase cost, also influence building usage space.
The utility model content
The technical problems to be solved in the utility model is in order to overcome prior art outer wall of basement way cost height, the little defective of building usage space, a kind of rational in infrastructure, safe and reliable non-build-in layer exterior wall that is used for basement roof to be provided.
The utility model is to solve above-mentioned technical problem by following technical proposals:
A kind of non-build-in layer exterior wall for basement roof, comprise outer wall of basement and top board beam, its characteristics are, described outer wall of basement is located at the crossbeam outside of described top board beam, one side of described outer wall of basement is relative with a side of described top board beam, and be respectively equipped with a pre-embedded steel slab on a described side of described outer wall of basement and the described side of described top board beam, be folded with a polyfluortetraethylene plate between the described pre-embedded steel slab.
Preferable, the thickness of described pre-embedded steel slab is 6mm～8mm.
Preferable, the thickness of described polyfluortetraethylene plate is 5mm, the length of described polyfluortetraethylene plate is identical with the length of described pre-embedded steel slab.
Preferable, also be folded with a woodwool board between a side of described outer wall of basement and the side of described top board beam, and described woodwool board is positioned at the below of described polyfluortetraethylene plate.
Preferable, be provided with a deformation joint between the extension of the top of described outer wall of basement and described top board beam.
Preferable, the width of described deformation joint is 30mm～40mm.
Preferable, be embedded with at least one rubber fastening band in the described deformation joint, be connected by at least one external labeling type waterstop with the outer face of the extension of described top board beam in the top outer of described outer wall of basement.
In this programme, by the setting of rubber fastening band and external labeling type waterstop, played effective sealing effect, strengthened the sealing performance of outer wall of basement.
Positive progressive effect of the present utility model is:
The non-build-in layer exterior wall cost that the utility model is used for basement roof is low, the building usage space is big.By between described pre-embedded steel slab, being folded with a polyfluortetraethylene plate, and the design of rubber fastening band and external labeling type waterstop, not only make between outer wall of basement and the top board beam and can be free to slide, outer wall of basement is broken away from whole, in the emission surface and the constraint between the agent structure, be conducive to make the structure lateral rigidity even, and strengthened the sealing performance of outer wall of basement.
Description of drawings
Fig. 1 is the structural representation of the non-build-in layer exterior wall of the utility model preferred embodiment.
Fig. 2 is the enlarged drawing of the local A of Fig. 1.
The specific embodiment
Lift a preferred embodiment below, and come the clearer the utility model that intactly illustrates by reference to the accompanying drawings.
As Fig. 1, shown in Figure 2, the non-build-in layer exterior wall that the utility model is used for basement roof comprises outer wall of basement 1, top board beam 2, pre-embedded steel slab 3, polyfluortetraethylene plate 4, deformation joint 5, rubber fastening band 6, external labeling type waterstop 7, woodwool board 8, described outer wall of basement 1 is located at the crossbeam outside of described top board beam 2, one side of described outer wall of basement 1 is relative with a side of described top board beam 2, and be respectively equipped with a described pre-embedded steel slab 3 on a described side of described outer wall of basement 1 and the described side of described top board beam 2, the thickness of described pre-embedded steel slab 3 is 6～8mm, and the thickness of pre-embedded steel slab 3 is 8mm in the present embodiment.Be folded with a polyfluortetraethylene plate 4 between the described pre-embedded steel slab 3, the thickness of described polyfluortetraethylene plate 4 is 5mm, and the length of described polyfluortetraethylene plate 4 is identical with the length of described pre-embedded steel slab 3.Also be folded with a woodwool board 8 between one side of described outer wall of basement 1 and the side of described top board beam 2, and described woodwool board 8 is positioned at the below of described polyfluortetraethylene plate 4.Be provided with a described deformation joint 5 between the extension of the top of described outer wall of basement 1 and described top board beam 2, the width of described deformation joint 5 is 30mm～40mm, and the width of deformation joint 5 is 40mm in the present embodiment.Be embedded with at least one described rubber fastening band 6 in the described deformation joint 5, be connected by at least one external labeling type waterstop 7 with the outer face of the extension of described top board beam 2 in the top outer of described outer wall of basement 1.
By being respectively equipped with a described pre-embedded steel slab 3 in a side of described outer wall of basement 1 and a side of described top board beam 2, be folded with a described polyfluortetraethylene plate 4 between the pre-embedded steel slab 3, make between outer wall of basement 1 and the top board beam 2 and can be free to slide, outer wall of basement 1 is broken away from whole, in the emission surface and the constraint between the agent structure, be conducive to make the structure lateral rigidity even.Thickness by described polyfluortetraethylene plate 4 is 5mm simultaneously, make described outer wall of basement 1 only be subjected to big external force do the time spent just can and overall structure between produce relative displacement, guarantee described basement building integral stability of structure.
By in described deformation joint 5, being embedded with at least one rubber fastening band 6, top outer at described outer wall of basement 1 is connected by an external labeling type waterstop 7 with the outer face of the extension of described top board beam 2, play effective sealing effect, strengthened the sealing performance of described outer wall of basement 1.
Though more than described the specific embodiment of the present utility model, it will be understood by those of skill in the art that these only illustrate, protection domain of the present utility model is limited by appended claims.Those skilled in the art can make numerous variations or modification to these embodiments under the prerequisite that does not deviate from principle of the present utility model and essence, but these changes and modification all fall into protection domain of the present utility model.
Claims (7)
1. non-build-in layer exterior wall that is used for basement roof, comprise outer wall of basement and top board beam, it is characterized in that, described outer wall of basement is located at the crossbeam outside of described top board beam, one side of described outer wall of basement is relative with a side of described top board beam, and be respectively equipped with a pre-embedded steel slab on a described side of described outer wall of basement and the described side of described top board beam, be folded with a polyfluortetraethylene plate between the described pre-embedded steel slab.
2. the non-build-in layer exterior wall for basement roof as claimed in claim 1 is characterized in that the thickness of described pre-embedded steel slab is 6mm～8mm.
3. the non-build-in layer exterior wall for basement roof as claimed in claim 1 is characterized in that the thickness of described polyfluortetraethylene plate is 5mm, and the length of described polyfluortetraethylene plate is identical with the length of described pre-embedded steel slab.
4. the non-build-in layer exterior wall for basement roof as claimed in claim 1, it is characterized in that, also be folded with a woodwool board between one side of described outer wall of basement and the side of described top board beam, and described woodwool board is positioned at the below of described polyfluortetraethylene plate.
5. the non-build-in layer exterior wall for basement roof as claimed in claim 1 is characterized in that, is provided with a deformation joint between the extension of the top of described outer wall of basement and described top board beam.
6. the non-build-in layer exterior wall for basement roof as claimed in claim 5 is characterized in that the width of described deformation joint is 30mm～40mm.
7. the non-build-in layer exterior wall for basement roof as claimed in claim 5, it is characterized in that, be embedded with at least one rubber fastening band in the described deformation joint, be connected by at least one external labeling type waterstop with the outer face of the extension of described top board beam in the top outer of described outer wall of basement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320259004 CN203066248U (en) | 2013-05-13 | 2013-05-13 | Non-build-in layer outer wall used for top plate of basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320259004 CN203066248U (en) | 2013-05-13 | 2013-05-13 | Non-build-in layer outer wall used for top plate of basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066248U true CN203066248U (en) | 2013-07-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320259004 Expired - Fee Related CN203066248U (en) | 2013-05-13 | 2013-05-13 | Non-build-in layer outer wall used for top plate of basement |
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| Country | Link |
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| CN (1) | CN203066248U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439034A (en) * | 2019-07-09 | 2019-11-12 | 重庆基准方中建筑设计有限公司 | A kind of high building is local to set crack structure and its processing method with basement roof |
-
2013
- 2013-05-13 CN CN 201320259004 patent/CN203066248U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439034A (en) * | 2019-07-09 | 2019-11-12 | 重庆基准方中建筑设计有限公司 | A kind of high building is local to set crack structure and its processing method with basement roof |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130717 Termination date: 20200513 |