CN204826283U - Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard - Google Patents
Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard Download PDFInfo
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- CN204826283U CN204826283U CN201520524811.1U CN201520524811U CN204826283U CN 204826283 U CN204826283 U CN 204826283U CN 201520524811 U CN201520524811 U CN 201520524811U CN 204826283 U CN204826283 U CN 204826283U
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- reinforcing bar
- wallboard
- concrete
- sleeve
- antiknock
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Abstract
The utility model provides a honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard includes reinforcing bar, multidirectional steel bar connector and concrete, multidirectional steel bar connector includes steel ball and sleeve, the sleeve weld is on the spheroid, two -layer hexagon steel support about the reinforcing bar inserts and forms in multidirectional steel bar connector's the sleeve, the concrete fills and forms the wallboard of fighting against violent repression among the steel support. Technical scheme's beneficial effect lies in: the wallboard of fighting against violent repression when reducing wall body thickness, increase the capability of antidetonance of building and the security performance of building, simultaneously the wallboard of fighting against violent repression have the characteristics that simple structure, light in weight, construction cost are low, the efficiency of construction is high.
Description
Technical field
The utility model relates to building engineering field, particularly relates to a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard.
Background technology
Common building thing structure floor body of wall, can produce moderate finite deformation when impacted or blast etc. acts on, structural deterioration is seriously even collapsed.Therefore for the building of the industries such as chemical industry, nuclear power, emphasis security, uprising wallboard is all employed in process of construction, its objective is in order to ought explosion time be suffered, body of wall is made to produce moderate finite deformation, structure can not be destroyed seriously, thus ensures the intact of equipment in the safety of staff in building when blasting and building.
Existing uprising wallboard is all improve the uprising ability of wallboard by increasing concrete thickness and increasing number of steel bars in wallboard.This kind of mode improves building costs and cost of labor on the one hand, and on the other hand, it exists the defect of long construction period.
Summary of the invention
The utility model is for the deficiencies in the prior art, a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard proposed, described explosion-proof strong plate adopts cellular structure design, it effectively can reduce its distortion, more be conducive to the greater impact ripple bearing blast generation, add the degree of safety of the person and property.
A kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard described in the utility model comprises reinforcing bar, multidirectional reinforcing bar connector and concrete;
Described multidirectional reinforcing bar connector comprises steel ball and sleeve, and described sleeve weld is on spheroid;
Described reinforcing bar inserts in the sleeve of multidirectional reinforcing bar connector and forms upper and lower two-layer hexagon steelframe structure, forms uprising wallboard in described filling concrete to steelframe structure.
Further, described steel ball is solid or hollow steel rounding ball or gengon.
Further, described uprising wallboard also can fix one deck steel plate outward.
The beneficial effect of technical scheme described in the utility model is: while uprising wallboard described in the utility model reduces thickness of wall body, increase the capability of antidetonance of building and the security performance of building; Uprising wallboard described in the utility model has the advantages that structure is simple, lightweight, construction cost is low, efficiency of construction is high simultaneously.
Accompanying drawing explanation
Fig. 1 a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wall plate structure schematic diagram described in the utility model;
Fig. 2 a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard side structure schematic diagram described in the utility model;
The structural representation of Fig. 3 multidirectional reinforcing bar connector described in the utility model;
In figure: 1, reinforcing bar, 2, multidirectional reinforcing bar connector, 3, hexagon steelframe structure, 4, steel ball, 5, sleeve.
Detailed description of the invention
As shown in Figure 1, a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard comprises reinforcing bar 1, multidirectional reinforcing bar connector 2 and concrete; Described multidirectional reinforcing bar connector 2 comprises steel ball 4 and sleeve 5, and described sleeve 5 is welded on spheroid 4; Described reinforcing bar 2 inserts in the sleeve 5 of multidirectional reinforcing bar connector 2 and forms upper and lower two-layer hexagon steelframe structure 3, forms uprising wallboard in described filling concrete to steelframe structure 3.
Steel ball can be made into different forms as required, and described steel ball is solid or hollow steel rounding ball or gengon.
For strengthening the antiknock ability of uprising wallboard further, described uprising wallboard also can fix one deck steel plate outward.
While uprising wallboard described in the utility model reduces thickness of wall body, increase the capability of antidetonance of building and the security performance of building; Uprising wallboard described in the utility model has the advantages that structure is simple, lightweight, construction cost is low, efficiency of construction is high simultaneously; In addition, in the technical program, the application of multidirectional reinforcing bar connector solves reinforcing bar space and is arranged in same position connectivity problem, avoids reinforcing bar and adopts welding generation stress to concentrate; Simultaneously because sleeve weld is on spheroid, direction can freely control, and can be used for making space rebar lattice structure, reduces difficulty of construction, is convenient to factory process.
Claims (3)
1. a honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard, is characterized in that: described antiknock wallboard comprises reinforcing bar, multidirectional reinforcing bar connector and concrete;
Described multidirectional reinforcing bar connector comprises steel ball and sleeve, and described sleeve weld is on spheroid;
Described reinforcing bar inserts in the sleeve of multidirectional reinforcing bar connector and forms upper and lower two-layer hexagon steelframe structure, forms uprising wallboard in described filling concrete to steelframe structure.
2. a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard as claimed in claim 1, is characterized in that: described steel ball is solid or hollow steel rounding ball or gengon.
3. a kind of honeycomb fashion space reinforcing bar arrangement concrete antiknock wallboard as claimed in claim 1, is characterized in that: described uprising wallboard also can fix one deck steel plate outward.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520524811.1U CN204826283U (en) | 2015-07-20 | 2015-07-20 | Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard |
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CN201520524811.1U CN204826283U (en) | 2015-07-20 | 2015-07-20 | Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard |
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CN201520524811.1U Active CN204826283U (en) | 2015-07-20 | 2015-07-20 | Honeycomb formula space reinforcing bar arrangement form concrete antiknock wallboard |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107435416A (en) * | 2017-06-09 | 2017-12-05 | 北京工业大学 | A kind of hexagonal cells tubular coagulations soil reinforced structure |
CN108487490A (en) * | 2018-04-16 | 2018-09-04 | 太原理工大学 | The composite protection structure of explosion-proof impact |
CN113756459A (en) * | 2021-08-03 | 2021-12-07 | 青岛沙木新材料有限公司 | Anti-knock and anti-impact composite explosion-proof plate for building protection |
-
2015
- 2015-07-20 CN CN201520524811.1U patent/CN204826283U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107435416A (en) * | 2017-06-09 | 2017-12-05 | 北京工业大学 | A kind of hexagonal cells tubular coagulations soil reinforced structure |
CN108487490A (en) * | 2018-04-16 | 2018-09-04 | 太原理工大学 | The composite protection structure of explosion-proof impact |
CN108487490B (en) * | 2018-04-16 | 2019-09-20 | 太原理工大学 | The composite protection structure of explosion-proof impact |
CN113756459A (en) * | 2021-08-03 | 2021-12-07 | 青岛沙木新材料有限公司 | Anti-knock and anti-impact composite explosion-proof plate for building protection |
CN113756459B (en) * | 2021-08-03 | 2022-08-09 | 青岛沙木新材料有限公司 | Anti-knock and anti-impact composite explosion-proof plate for building protection |
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