CN204475852U - Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate - Google Patents
Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate Download PDFInfo
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- CN204475852U CN204475852U CN201520112394.XU CN201520112394U CN204475852U CN 204475852 U CN204475852 U CN 204475852U CN 201520112394 U CN201520112394 U CN 201520112394U CN 204475852 U CN204475852 U CN 204475852U
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- reinforcing bar
- lower edge
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- bar
- winds
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Abstract
Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate, it at least comprises a truss element, and truss element is constructed as follows: a reinforcing bar that winds up (1), 2 lower edge reinforcing bars (2), at least 2 web member reinforcing bars (4); Wherein: the reinforcing bar that winds up (1) is positioned at top, lower edge reinforcing bar (2) is arranged near bed die steel plate (3); Lower edge reinforcing bar (2) and the reinforcing bar (1) that winds up are arranged in parallel and 2 lower edge reinforcing bars (2) are arranged in the bilateral symmetry of the reinforcing bar that winds up (1) respectively; Every root web member reinforcing bar (4) is connected to the reinforcing bar that winds up (1) and wherein 1 lower edge reinforcing bar (2) all simultaneously; Web member reinforcing bar (4) with wind up reinforcing bar (1) and being alternately connected to one with 1 lower edge reinforcing bar (2); Be connected to one between multiple truss element be arranged in parallel.The utility model technical specification is good, convenient construction, and structure is simple, and working security is good, and late maintaining maintenance difficulty is low; There is expected larger economic worth and social value.
Description
Technical field
The utility model relates to support structure designs between building top profiled sheet and cantilevered plate and applied technical field, specifically provides a kind of without supporting the excessive reinforcement bar truss mould plate of cantilevered plate.
Background technology
In the steel bar girder application of building operations, sometimes need to arrange excessive braced structures between the cantilevered plate above the profiled sheet and building of building foundation; Multiselect reinforcing cage braced structures in prior art, but the inadequate specification of dependency structure in prior art, its construction is random large, and structure is comparatively complicated, and technique effect can not ensure, working security is bad, and difficulty of construction is larger; Late maintaining maintenance difficulty is also very big.People expect to obtain a kind of technique effect better without supporting the excessive reinforcement bar truss mould plate of cantilevered plate.
Utility model content
The purpose of this utility model is to provide a kind of technique effect better without supporting the excessive reinforcement bar truss mould plate of cantilevered plate.
The utility model is a kind of without supporting the excessive reinforcement bar truss mould plate of cantilevered plate, is arranged in above the bed die steel plate 3 as construction basis; It is characterized in that: whole nothing supports the excessive reinforcement bar truss mould plate of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: reinforcing bar 1,2 lower edge reinforcing bars 2, at least 2 web member reinforcing bars 4 that wind up; Wherein: the reinforcing bar 1 that winds up is positioned at whole without supporting the excessive reinforcement bar truss mould plate top of cantilevered plate, and lower edge reinforcing bar 2 is arranged near bed die steel plate 3; Lower edge reinforcing bar 2 and the reinforcing bar 1 that winds up are arranged in parallel and 2 lower edge reinforcing bars 2 are arranged symmetrically with in the down either side of the reinforcing bar 1 that winds up respectively; Every root web member reinforcing bar 4 is connected to wind up reinforcing bar 1 and wherein 1 lower edge reinforcing bar 2 all simultaneously, and the local of web member reinforcing bar 4 is in contact with it near bed die steel plate 3;
Web member reinforcing bar 4 is Cyclic flexion structure, its with wind up reinforcing bar 1 and being alternately connected to one with 1 lower edge reinforcing bar 2;
The lateral connection reinforcing bar 5 also arranged by being parallel to bed die steel plate 3 between multiple truss element be arranged in parallel is connected to one.
Lower, transverse connecting reinforcement 5 for being connected to one by multiple truss element be arranged in parallel all is fixedly connected with lower edge reinforcing bar 2.Described nothing supports cantilevered plate and is also provided with following structure with in excessive reinforcement bar truss mould plate: for the upper lateral connecting reinforcement 6 be connected to one by the reinforcing bar 1 that winds up in multiple truss element be arranged in parallel.
Described without supporting cantilevered plate with in excessive reinforcement bar truss mould plate, two the adjacent distances of winding up between reinforcing bar 1 in adjacent two parallel truss elements are 188mm;
Wind up reinforcing bar 1 and lower edge reinforcing bar 2 is the reinforcing bar of diameter 12mm;
Web member reinforcing bar 4 and the fixed connection structure winded up between reinforcing bar 1 or lower edge reinforcing bar 2 are welded construction; Wherein: web member reinforcing bar 4 and the length of curve of the section of being welded and fixed between reinforcing bar 1 of winding up require to be greater than 132mm.
In the utility model, dependency structure technical specification is good, its convenient construction, and structure is comparatively simple, and technique effect can be guaranteed, and working security is good, and difficulty of construction is less; Late maintaining maintenance difficulty reduces greatly; It has expected comparatively huge economic worth and social value.
Accompanying drawing explanation
Below in conjunction with drawings and the embodiments, the utility model is described in further detail:
Fig. 1 is without supporting the excessive reinforcement bar truss mould plate principle of compositionality simplified schematic diagram of cantilevered plate.
Detailed description of the invention
Embodiment 1
Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate, be arranged in above the bed die steel plate 3 as construction basis; Whole nothing supports the excessive reinforcement bar truss mould plate of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: reinforcing bar 1,2 lower edge reinforcing bars 2, at least 2 web member reinforcing bars 4 that wind up; Wherein: the reinforcing bar 1 that winds up is positioned at whole without supporting the excessive reinforcement bar truss mould plate top of cantilevered plate, and lower edge reinforcing bar 2 is arranged near bed die steel plate 3; Lower edge reinforcing bar 2 and the reinforcing bar 1 that winds up are arranged in parallel and 2 lower edge reinforcing bars 2 are arranged symmetrically with in the down either side of the reinforcing bar 1 that winds up respectively; Every root web member reinforcing bar 4 is connected to wind up reinforcing bar 1 and wherein 1 lower edge reinforcing bar 2 all simultaneously, and the local of web member reinforcing bar 4 is in contact with it near bed die steel plate 3;
Web member reinforcing bar 4 is Cyclic flexion structure, its with wind up reinforcing bar 1 and being alternately connected to one with 1 lower edge reinforcing bar 2;
The lateral connection reinforcing bar 5 also arranged by being parallel to bed die steel plate 3 between multiple truss element be arranged in parallel is connected to one.
Lower, transverse connecting reinforcement 5 for being connected to one by multiple truss element be arranged in parallel all is fixedly connected with lower edge reinforcing bar 2.Described nothing supports cantilevered plate and is also provided with following structure with in excessive reinforcement bar truss mould plate: for the upper lateral connecting reinforcement 6 be connected to one by the reinforcing bar 1 that winds up in multiple truss element be arranged in parallel.
Described without supporting cantilevered plate with in excessive reinforcement bar truss mould plate, two the adjacent distances of winding up between reinforcing bar 1 in adjacent two parallel truss elements are 188mm; Wind up reinforcing bar 1 and lower edge reinforcing bar 2 is the reinforcing bar of diameter 12mm;
Web member reinforcing bar 4 and the fixed connection structure winded up between reinforcing bar 1 or lower edge reinforcing bar 2 are welded construction; Wherein: web member reinforcing bar 4 and the length of curve of the section of being welded and fixed between reinforcing bar 1 of winding up require to be greater than 132mm.
In the present embodiment, dependency structure technical specification is good, its convenient construction, and structure is comparatively simple, and technique effect can be guaranteed, and working security is good, and difficulty of construction is less; Late maintaining maintenance difficulty reduces greatly; It has expected comparatively huge economic worth and social value.
Claims (4)
1., without the excessive reinforcement bar truss mould plate of support cantilevered plate, be arranged in bed die steel plate (3) top as construction basis; It is characterized in that: whole nothing supports the excessive reinforcement bar truss mould plate of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: a reinforcing bar that winds up (1), 2 lower edge reinforcing bars (2), at least 2 web member reinforcing bars (4); Wherein: the reinforcing bar that winds up (1) is positioned at whole without supporting the excessive reinforcement bar truss mould plate top of cantilevered plate, and lower edge reinforcing bar (2) is arranged near bed die steel plate (3); Lower edge reinforcing bar (2) and the reinforcing bar (1) that winds up are arranged in parallel and 2 lower edge reinforcing bars (2) are arranged symmetrically with in the down either side of the reinforcing bar that winds up (1) respectively; Every root web member reinforcing bar (4) is connected to the reinforcing bar that winds up (1) and wherein 1 lower edge reinforcing bar (2) all simultaneously, and the local of web member reinforcing bar (4) is in contact with it near bed die steel plate (3);
Web member reinforcing bar (4) is Cyclic flexion structure, its with wind up reinforcing bar (1) and being alternately connected to one with 1 lower edge reinforcing bar (2);
The lateral connection reinforcing bar (5) also arranged by being parallel to bed die steel plate (3) between multiple truss element be arranged in parallel is connected to one.
2. supporting the excessive reinforcement bar truss mould plate of cantilevered plate according to nothing described in claim 1, it is characterized in that: the lower, transverse connecting reinforcement (5) for being connected to one by multiple truss element be arranged in parallel all is fixedly connected with lower edge reinforcing bar (2).
3. support the excessive reinforcement bar truss mould plate of cantilevered plate according to nothing described in claim 2, it is characterized in that: described nothing supports cantilevered plate and is also provided with following structure with in excessive reinforcement bar truss mould plate: for the upper lateral connecting reinforcement (6) be connected to one by the reinforcing bar that winds up (1) in multiple truss element be arranged in parallel.
4. support the excessive reinforcement bar truss mould plate of cantilevered plate according to nothing described in claim 3, it is characterized in that: described without supporting cantilevered plate with in excessive reinforcement bar truss mould plate, the distance between two the adjacent reinforcing bars that wind up (1) in adjacent two parallel truss elements is 188mm;
Wind up the reinforcing bar that reinforcing bar (1) and lower edge reinforcing bar (2) be diameter 12mm;
Fixed connection structure between web member reinforcing bar (4) and the reinforcing bar that winds up (1) or lower edge reinforcing bar (2) is welded construction; Wherein: between web member reinforcing bar (4) and the reinforcing bar that winds up (1), the length of curve of the section of being welded and fixed requires to be greater than 132mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520112394.XU CN204475852U (en) | 2015-02-15 | 2015-02-15 | Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520112394.XU CN204475852U (en) | 2015-02-15 | 2015-02-15 | Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475852U true CN204475852U (en) | 2015-07-15 |
Family
ID=53631654
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520112394.XU Expired - Fee Related CN204475852U (en) | 2015-02-15 | 2015-02-15 | Without supporting the excessive reinforcement bar truss mould plate of cantilevered plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475852U (en) |
-
2015
- 2015-02-15 CN CN201520112394.XU patent/CN204475852U/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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 Termination date: 20200215 |