CN204282577U - A kind of antidetonation water proof type shear wall structure - Google Patents
A kind of antidetonation water proof type shear wall structure Download PDFInfo
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- CN204282577U CN204282577U CN201420766970.8U CN201420766970U CN204282577U CN 204282577 U CN204282577 U CN 204282577U CN 201420766970 U CN201420766970 U CN 201420766970U CN 204282577 U CN204282577 U CN 204282577U
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- shear wall
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Abstract
The utility model discloses a kind of antidetonation water proof type shear wall structure; comprise the SBS coiled material flexible waterproof layer that the lateral surface of shear wall and shear wall is laid; described SBS coiled material flexible waterproof layer is provided with cement mortar packed layer, brick wall topping and cement mortar screeding layer outward successively; described shear wall comprises steel plate, resistant slide key and pre-cast concrete walling sheet; steel plate is placed in the center between sheet pre-cast concrete walling sheet; steel plate offers hole; be placed with truss bars in hole, steel plate four limit is welded with steel plate in shaped steel in newel post and beam or shaped steel.The utility model structure is simple, good looking appearance, good water-proof effect; and globality is better; simultaneously; also ensure that the anti seismic efficiency of total; add the cement mortar packed layer that 120mm is thick; make SBS coiled material flexible waterproof layer completely with air exclusion, the permanent non-ageing effect of protection is played to SBS coiled material flexible waterproof layer, extends its application life greatly.
Description
Technical field
The utility model relates to building structure field, specifically a kind of antidetonation water proof type shear wall structure.
Background technology
Mainly there are following problems when applying in the two plate shear wall of precast concrete: 1., after rigging out, when building cavity concrete, when especially selecting self-compacting concrete, both sides prefabricated panel can produce crack, even off normal owing to connecting deficiency; 2. lack enough connections between levels body of wall, easily occur larger lateral displacement; 3. the overall performance of pair plate shear wall superposed surfaces comparatively full-situ shear wall weaken to some extent; 4. edge member construction is complicated, extends the duration.In addition, when the two plate shear wall of precast concrete is applied to underground, add cystosepiment after shear wall exterior wall basal plane all adopts SBS paving and carry out the protection of shelves soil, this structure cannot play real waterproof action, due in work progress, normal containing stone in soil, sharp object etc., cystosepiment is just easy to destroy during backfill, SBS veneer is so also just made to lose outer layer protection, completely with air contact, easy generation SBS veneer has ftractureed and has heaved shell, add and after ground water pressure own is entered, easily to make it occur to have ftractureed and heave shell, just accelerate the inefficacy of SBS veneer waterproof action so undoubtedly, thus cause whole body of wall to be damaged.
Utility model content
The purpose of this utility model is to provide a kind of antidetonation water proof type shear wall structure, to solve the problem proposed in above-mentioned background technology.
For achieving the above object, the utility model provides following technical scheme:
A kind of antidetonation water proof type shear wall structure, comprise the SBS coiled material flexible waterproof layer that the lateral surface of shear wall and shear wall is laid, described SBS coiled material flexible waterproof layer is provided with cement mortar packed layer outward successively, brick wall topping and cement mortar screeding layer, described shear wall comprises steel plate, resistant slide key and pre-cast concrete walling sheet, steel plate is placed in the center between sheet pre-cast concrete walling sheet, steel plate offers hole, truss bars is placed with in hole, steel plate four limit is welded with steel plate in shaped steel in newel post and beam or shaped steel, steel plate is also provided with and arranges the resistant slide key be symmetrically welded more, an entirety is connected into by truss bars and resistant slide key between pre-cast concrete walling sheet and steel plate, cavity is formed between described two pre-cast concrete walling sheets, cavity and the inner concreting of shaped steel.
As further program of the utility model: described brick wall protective layer thickness is 120mm.
As further program of the utility model: the thickness of described cement mortar packed layer is 20mm.
As further program of the utility model: described steel plate thickness is between 6-20mm.
As further program of the utility model: described resistant slide key is peg, reinforcing bar, channel-section steel or steel loop.
As further program of the utility model: described shaped steel adopts closed cross-section, selects round steel pipe, square steel pipe or rectangular steel pipe.
As the utility model further scheme: described round steel pipe diameter is between 50-158mm, and square steel pipe or the rectangular steel pipe length of side are between 50-160mm.
Compared with prior art, the utility model adds the thick cement mortar packed layer of 120mm, make SBS coiled material flexible waterproof layer completely with air exclusion, the permanent non-ageing effect of protection is played to SBS coiled material flexible waterproof layer, extend its application life greatly, the brick wall topping that 120mm is thick is provided with outside cement mortar packed layer, cost is low, and the destruction to SBS coiled material flexible waterproof layer when effectively can stop backfill, make its waterproof effect better, service life is longer, arranges cement mortar screeding layer outside brick wall topping, makes its good looking appearance; The steel plate of the truss bars in shear wall of the present utility model and welding resistant slide key can ensure the overall performance of shear wall, improve its collaborative work ability, steel plate welds with steel plate in upper underbeam or shaped steel, the connection between levels can be strengthened, prevent slippage, ensure the overall performance of building, steel plate welds with shaped steel in sleeper, the difficulty of construction of edge member can be simplified, ensure the anti-seismic performance of structure; The utility model structure is simple, good looking appearance, good water-proof effect, and globality is better, meanwhile, also ensure that the anti seismic efficiency of total.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of shear wall in the utility model.
Fig. 3 is the structural representation that in the utility model, shear wall upper steel plate punches.
In figure: 1-shear wall, 2-SBS coiled material flexible waterproof layer, 3-cement mortar packed layer, 4-brick wall topping, 5-cement mortar screeding layer, 6-steel plate, 7-shaped steel, 8-resistant slide key, 9-truss bars, 10-pre-cast concrete walling sheet, 11-cavity, 12-hole.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, be clearly and completely described the technical scheme in the utility model embodiment, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiments.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
Refer to Fig. 1 ~ 3, in the utility model embodiment, a kind of antidetonation water proof type shear wall structure, comprise the SBS coiled material flexible waterproof layer 2 that the lateral surface of shear wall 1 and shear wall 1 is laid, described SBS coiled material flexible waterproof layer 2 is outer is provided with cement mortar packed layer 3 successively, brick wall topping 4 and cement mortar screeding layer 5, brick wall topping 4 thickness is 120mm, the thickness of cement mortar packed layer 3 is 20mm, add the cement mortar packed layer 3 that 120mm is thick, make SBS coiled material flexible waterproof layer 2 completely with air exclusion, the permanent non-ageing effect of protection is played to SBS coiled material flexible waterproof layer 2, extend its application life greatly, the brick wall topping 4 that 120mm is thick is provided with outside cement mortar packed layer 3, cost is low, and the destruction to SBS coiled material flexible waterproof layer 2 when effectively can stop backfill, make its waterproof effect better, service life is longer, cement mortar screeding layer 5 is set outside brick wall topping 4, make its good looking appearance, described shear wall 1 comprises steel plate 6, resistant slide key 8 and pre-cast concrete walling sheet 10, resistant slide key 8 is peg, reinforcing bar, channel-section steel or steel loop, steel plate 6 is placed in the center between sheet pre-cast concrete walling sheet 10, steel plate 6 thickness is between 6-20mm, steel plate 6 offers hole, truss bars 9 is placed with in hole, steel plate 6 four limit is welded with steel plate in shaped steel in newel post and beam or shaped steel 7, shaped steel 7 adopts closed cross-section, select round steel pipe, square steel pipe or rectangular steel pipe, round steel pipe diameter is between 50-158mm, square steel pipe or the rectangular steel pipe length of side are between 50-160mm, steel plate 6 is also provided with and arranges the resistant slide key 8 be symmetrically welded more, an entirety is connected into by truss bars 9 and resistant slide key 8 between pre-cast concrete walling sheet 10 and steel plate 6, cavity 11 is formed between described two pre-cast concrete walling sheets 10, cavity 11 and the inner concreting of shaped steel 7, the steel plate 6 of the truss bars 9 in shear wall 1 and welding resistant slide key 8 can ensure the overall performance of shear wall, improve its collaborative work ability, steel plate 6 welds with steel plate in upper underbeam or shaped steel, the connection between levels can be strengthened, prevent slippage, ensure the overall performance of building, steel plate 6 welds with shaped steel in sleeper 7, the difficulty of construction of edge member can be simplified, ensure the anti-seismic performance of structure, the size of steel plate 6 is greater than pre-cast concrete walling sheet 10, all stretch out pre-cast concrete walling sheet 10, welding during convenient lifting, the surperficial opening holes 12 of steel plate 6, steel plate 6 and concrete bonding can be strengthened, reduce rolled steel dosage simultaneously, shaped steel 7 completes with substructure at the scene simultaneously, and the edge member of body of wall at the scene formwork and cavity 11 cast-in-place, after body of wall is in place, by steel plate 6 and steel plate or shaped steel in beam, edge member shaped steel welds, next at edge member place formwork, concreting again, and preferentially select self-compacting concrete, after the installation work of building of shear wall completes, carry out the construction of the waterproof outside shear wall again.
To those skilled in the art, obvious the utility model is not limited to the details of above-mentioned one exemplary embodiment, and when not deviating from spirit of the present utility model or essential characteristic, can realize the utility model in other specific forms.Therefore, no matter from which point, all should embodiment be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims instead of above-mentioned explanation, and all changes be therefore intended in the implication of the equivalency by dropping on claim and scope are included in the utility model.Any Reference numeral in claim should be considered as the claim involved by limiting.
In addition, be to be understood that, although this manual is described according to embodiment, but not each embodiment only comprises an independently technical scheme, this narrating mode of manual is only for clarity sake, those skilled in the art should by manual integrally, and the technical scheme in each embodiment also through appropriately combined, can form other embodiments that it will be appreciated by those skilled in the art that.
Claims (7)
1. an antidetonation water proof type shear wall structure, comprise the SBS coiled material flexible waterproof layer that the lateral surface of shear wall and shear wall is laid, it is characterized in that, described SBS coiled material flexible waterproof layer is provided with cement mortar packed layer outward successively, brick wall topping and cement mortar screeding layer, described shear wall comprises steel plate, resistant slide key and pre-cast concrete walling sheet, steel plate is placed in the center between sheet pre-cast concrete walling sheet, steel plate offers hole, truss bars is placed with in hole, steel plate four limit is welded with steel plate in shaped steel in newel post and beam or shaped steel, steel plate is also provided with and arranges the resistant slide key be symmetrically welded more, an entirety is connected into by truss bars and resistant slide key between pre-cast concrete walling sheet and steel plate, cavity is formed between described two pre-cast concrete walling sheets, cavity and the inner concreting of shaped steel.
2. a kind of antidetonation water proof type shear wall structure according to claim 1, it is characterized in that, described brick wall protective layer thickness is 120mm.
3. a kind of antidetonation water proof type shear wall structure according to claim 1, is characterized in that, the thickness of described cement mortar packed layer is 20mm.
4. a kind of antidetonation water proof type shear wall structure according to claim 1, it is characterized in that, described steel plate thickness is between 6-20mm.
5. a kind of antidetonation water proof type shear wall structure according to claim 1, it is characterized in that, described resistant slide key is peg, reinforcing bar, channel-section steel or steel loop.
6. a kind of antidetonation water proof type shear wall structure according to claim 1, is characterized in that, described shaped steel adopts closed cross-section, selects round steel pipe, square steel pipe or rectangular steel pipe.
7. a kind of antidetonation water proof type shear wall structure according to claim 6, is characterized in that, described round steel pipe diameter is between 50-158mm, and square steel pipe or the rectangular steel pipe length of side are between 50-160mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420766970.8U CN204282577U (en) | 2014-12-09 | 2014-12-09 | A kind of antidetonation water proof type shear wall structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420766970.8U CN204282577U (en) | 2014-12-09 | 2014-12-09 | A kind of antidetonation water proof type shear wall structure |
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| Publication Number | Publication Date |
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| CN204282577U true CN204282577U (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420766970.8U Expired - Fee Related CN204282577U (en) | 2014-12-09 | 2014-12-09 | A kind of antidetonation water proof type shear wall structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110107016A (en) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | The Wall building method that pin-connected panel prefabricated panel and dry and wet technique combine |
| CN116480044A (en) * | 2023-06-26 | 2023-07-25 | 北京工业大学 | Form removal-free steel bar truss single steel plate-concrete combined shear wall |
-
2014
- 2014-12-09 CN CN201420766970.8U patent/CN204282577U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110107016A (en) * | 2019-05-31 | 2019-08-09 | 西安建工绿色建筑集团有限公司 | The Wall building method that pin-connected panel prefabricated panel and dry and wet technique combine |
| CN110107016B (en) * | 2019-05-31 | 2023-12-29 | 西安建工绿色建筑集团有限公司 | Assembled prefabricated wallboard and wall construction method combining dry-wet technology |
| CN116480044A (en) * | 2023-06-26 | 2023-07-25 | 北京工业大学 | Form removal-free steel bar truss single steel plate-concrete combined shear wall |
| CN116480044B (en) * | 2023-06-26 | 2023-11-10 | 北京工业大学 | Form removal-free steel bar truss single steel plate-concrete combined shear wall |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150422 Termination date: 20151209 |
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| EXPY | Termination of patent right or utility model |