CN204475851U - Without supporting cantilevered plate die mould steel work in housing beam - Google Patents
Without supporting cantilevered plate die mould steel work in housing beam Download PDFInfo
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- CN204475851U CN204475851U CN201520111513.XU CN201520111513U CN204475851U CN 204475851 U CN204475851 U CN 204475851U CN 201520111513 U CN201520111513 U CN 201520111513U CN 204475851 U CN204475851 U CN 204475851U
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- reinforcing bar
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Abstract
Without supporting cantilevered plate die mould steel work in housing beam, its with without support cantilevered plate excessive reinforcement bar truss mould plate (99) for Component units splicing as a whole; Bed die steel plate (3) is arranged in without supporting the excessive reinforcement bar truss mould plate of cantilevered plate (99) below; Have cantilevered plate (10) without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate (10) is fixed on without supporting on the excessive reinforcement bar truss mould plate of cantilevered plate (99); Steel limit mould (9) is provided with inside die mould steel work without supporting in cantilevered plate housing beam; Wholely at least comprise a truss element without supporting cantilevered plate excessive reinforcement bar truss mould plate (99), a truss element is constructed as follows: reinforcing bar that winds up (1), 2 is with lower edge reinforcing bar (2), at least 2 web member reinforcing bars (4).The utility model dependency structure technical specification is good, and technique effect is good, and difficulty of construction is less; It has expected comparatively huge economic worth and social value.
Description
Technical field
The utility model relates to structure design and the applied technical field of the cantilevered plate braced structures of building upper edge, specifically provides a kind of without supporting die mould steel work in cantilevered plate housing beam.
Background technology
In prior art, in the steel bar girder application of building operations, sometimes need to arrange cantilevered plate on building, therefore need to set up the support system that can support cantilevered plate; How carelessly to piece together in prior art, its overall structure is lack of standardization temporarily, and 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 die mould steel work in cantilevered plate housing beam.
Utility model content
The purpose of this utility model is to provide a kind of technique effect better without supporting die mould steel work in cantilevered plate housing beam.
The utility model is a kind of without supporting cantilevered plate die mould steel work in housing beam, it is characterized in that: with without supporting the excessive reinforcement bar truss mould plate 99 of cantilevered plate for Component units without supporting die mould steel work in cantilevered plate housing beam, splice as a whole thus form without supporting die mould steel work in cantilevered plate housing beam; Bed die steel plate 3 is arranged in without supporting cantilevered plate with being in contact with it below excessive reinforcement bar truss mould plate 99 as construction basis;
Have cantilevered plate 10 without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate 10 is fixed on without supporting cantilevered plate with on excessive reinforcement bar truss mould plate 99; The inner side not arranging cantilevered plate 10 without die mould steel work in support cantilevered plate housing beam is provided with steel limit mould 9;
Whole nothing supports the excessive reinforcement bar truss mould plate 99 of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: the reinforcing bar 1,2 that winds up is with lower edge reinforcing bar 2, at least 2 web member reinforcing bars 4; 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 are arranged symmetrically with in the down either side of the reinforcing bar 1 that winds up respectively with lower edge reinforcing bar 2; Every root web member reinforcing bar 4 is connected to the reinforcing bar 1 and wherein 1 with lower edge reinforcing bar 2 of winding up 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, and it is alternately connected to one with lower edge reinforcing bar 2 with the reinforcing bar 1 and same 1 that winds up; 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; For the upper lateral connecting reinforcement 6 that the reinforcing bar 1 that winds up in multiple truss element be arranged in parallel is connected to one.
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.
The utility model with without support cantilevered plate with excessive reinforcement bar truss mould plate 99 for Component units, be spliced into a support system to support the engineer applied of cantilevered plate 10; 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 die mould steel work principle of compositionality simplified schematic diagram in cantilevered plate housing beam;
Fig. 2 is without supporting the excessive reinforcement bar truss mould plate 99 principle of compositionality simplified schematic diagram of cantilevered plate.
Detailed description of the invention
Embodiment 1
A kind of without supporting cantilevered plate die mould steel work in housing beam, without supporting in cantilevered plate housing beam die mould steel work with without supporting cantilevered plate with excessive reinforcement bar truss mould plate 99 for Component units, splicing as a whole thus forming without supporting die mould steel work in cantilevered plate housing beam; Bed die steel plate 3 is arranged in without supporting cantilevered plate with being in contact with it below excessive reinforcement bar truss mould plate 99 as construction basis;
Have cantilevered plate 10 without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate 10 is fixed on without supporting cantilevered plate with on excessive reinforcement bar truss mould plate 99; The inner side not arranging cantilevered plate 10 without die mould steel work in support cantilevered plate housing beam is provided with steel limit mould 9;
Whole nothing supports the excessive reinforcement bar truss mould plate 99 of cantilevered plate and at least comprises a truss element, and a truss element is constructed as follows: the reinforcing bar 1,2 that winds up is with lower edge reinforcing bar 2, at least 2 web member reinforcing bars 4; 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 are arranged symmetrically with in the down either side of the reinforcing bar 1 that winds up respectively with lower edge reinforcing bar 2; Every root web member reinforcing bar 4 is connected to the reinforcing bar 1 and wherein 1 with lower edge reinforcing bar 2 of winding up 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, and it is alternately connected to one with lower edge reinforcing bar 2 with the reinforcing bar 1 and same 1 that winds up; 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; For the upper lateral connecting reinforcement 6 that the reinforcing bar 1 that winds up in multiple truss element be arranged in parallel is connected to one.
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.
The present embodiment with without support cantilevered plate with excessive reinforcement bar truss mould plate 99 for Component units, be spliced into a support system to support the engineer applied of cantilevered plate 10; 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 (2)
1. without support cantilevered plate die mould steel work in housing beam, it is characterized in that: with without supporting the excessive reinforcement bar truss mould plate of cantilevered plate (99) for Component units without supporting die mould steel work in cantilevered plate housing beam, splice as a whole thus form without supporting die mould steel work in cantilevered plate housing beam; Bed die steel plate (3) is arranged in without supporting the excessive reinforcement bar truss mould plate of cantilevered plate (99) below and being in contact with it as construction basis;
Have cantilevered plate (10) without the arranged outside supporting die mould steel work in cantilevered plate housing beam, cantilevered plate (10) is fixed on without supporting on the excessive reinforcement bar truss mould plate of cantilevered plate (99); Steel limit mould (9) is provided with inside die mould steel work without supporting in cantilevered plate housing beam;
Wholely at least comprise a truss element without supporting cantilevered plate excessive reinforcement bar truss mould plate (99), a truss element is constructed as follows: reinforcing bar that winds up (1), 2 is with lower edge reinforcing bar (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 are arranged symmetrically with in the down either side of the reinforcing bar that winds up (1) respectively with lower edge reinforcing bar (2); Every root web member reinforcing bar (4) is connected to the reinforcing bar that winds up (1) and wherein 1 with 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, and it is alternately connected to one with lower edge reinforcing bar (2) with the reinforcing bar (1) and same 1 that winds up; 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); For the upper lateral connecting reinforcement (6) that the reinforcing bar that winds up (1) in multiple truss element be arranged in parallel is connected to one.
2. support cantilevered plate die mould steel work in housing beam according to nothing described in claim 1, 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 |
|---|---|---|---|
| CN201520111513.XU CN204475851U (en) | 2015-02-15 | 2015-02-15 | Without supporting cantilevered plate die mould steel work in housing beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520111513.XU CN204475851U (en) | 2015-02-15 | 2015-02-15 | Without supporting cantilevered plate die mould steel work in housing beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475851U true CN204475851U (en) | 2015-07-15 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520111513.XU Expired - Fee Related CN204475851U (en) | 2015-02-15 | 2015-02-15 | Without supporting cantilevered plate die mould steel work in housing beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475851U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567488A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Steel bar truss floor deck |
-
2015
- 2015-02-15 CN CN201520111513.XU patent/CN204475851U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567488A (en) * | 2016-10-19 | 2017-04-19 | 北京城建北方建设有限责任公司 | Steel bar truss floor deck |
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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 |