CN205077632U - Connection structure of a core section of thick bamboo and outside structure level reinforcing bar - Google Patents
Connection structure of a core section of thick bamboo and outside structure level reinforcing bar Download PDFInfo
- Publication number
- CN205077632U CN205077632U CN201520736772.1U CN201520736772U CN205077632U CN 205077632 U CN205077632 U CN 205077632U CN 201520736772 U CN201520736772 U CN 201520736772U CN 205077632 U CN205077632 U CN 205077632U
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- Prior art keywords
- core walls
- horizontal reinforcement
- outside
- reinforcing bar
- outboard
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Abstract
The utility model provides a connection structure of a core section of thick bamboo and outside structure level reinforcing bar, include: pre -buried in pre -buried connecting plate in the core section of thick bamboo, including the rigid coupling in the medial extremity of inboard structure level reinforcing bar and for the outside end of medial extremity, and be fixed in the outside of pre -buried connecting plate holds, is used for the cover to establish the connecting sleeve of outside structure level reinforcing bar. The utility model discloses a set up pre -buried connecting plate in a core section of thick bamboo, after the construction of core section of thick bamboo wall body is accomplished and is removed the template, only need to weld the connecting sleeve on pre -buried connecting plate, then with outside structure level reinforcing bar spiro union in connecting sleeve, last concreting accomplishes the construction of the horizontal structure in the core section of thick bamboo outside, in this work progress, outside structure level reinforcing bar need not to fold, the intensity of outside structure level reinforcing bar has been guaranteed, the problem of during a core section of thick bamboo wall body side formwork horizontal reinforcement need fold and lead to strength reduction etc is solved.
Description
Technical field
The utility model relates to the realm of building construction, is specifically related to the syndeton of a kind of Core Walls Structure and outboard structure horizontal reinforcement.
Background technology
Often Core Walls Structure leading outside horizontal structure 6-8 layer in construction of super highrise building, in Core Walls Structure, the horizontal floor of horizontal floor and outside is positioned at an absolute altitude, and reinforcing bar is through, but reserve when Core Walls Structure wall outer side face formwork horizontal reinforcement be difficult to realize, in construction, outer for Core Walls Structure horizontal floor bar is rolled in 90 ° more by adopt, parallel with Core Walls Structure body of wall, again by this part bar straightening when outside Core Walls Structure, horizontal structure is constructed, then with horizontal structure bar connecting, but horizontal reinforcement reduces in folding middle intensity repeatedly, very easily wreck, have a strong impact on structural safety and quality.
Utility model content
For overcoming the defect existing for prior art, now provide the syndeton of a kind of Core Walls Structure and outboard structure horizontal reinforcement, during to solve Core Walls Structure body of wall side formwork, horizontal reinforcement needs folding and causes the problems such as intensity reduction.
For solving the problem, the syndeton of a kind of Core Walls Structure and outboard structure horizontal reinforcement, comprising: be embedded in the pre-buried junction plate in described Core Walls Structure in advance, comprises the medial extremity that is fixed in inside structure horizontal reinforcement and the outboard end relative to described medial extremity; And be fixed on the outboard end of described pre-buried junction plate, the branch sleeve for sheathed outboard structure horizontal reinforcement.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, described pre-buried junction plate is steel plate, and described branch sleeve is welded on described steel plate.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, described steel plate is located in outside described Core Walls Structure, and described steel plate crust is concordant with described Core Walls Structure crust.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, described inside structure horizontal reinforcement perforation plug welding is in described steel plate.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, is provided with internal thread in described branch sleeve, and described outboard structure horizontal reinforcement is bolted in described branch sleeve.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, described branch sleeve is that many rows are fixed on the outboard end of described pre-buried junction plate up and down.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, in same row, the spacing of adjacent two described branch sleeves is equal.
The further improvement of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement is, the spacing of neighbouring two rows is equal.
The beneficial effects of the utility model are, by arranging pre-buried junction plate in Core Walls Structure, after Core Walls Structure wall construction completes and removes template, only branch sleeve need be welded on pre-buried junction plate, then outboard structure horizontal reinforcement is bolted in branch sleeve, last concreting completes the construction of horizontal structure outside Core Walls Structure, in this work progress, outboard structure horizontal reinforcement is without the need to folding, ensure that the intensity of outboard structure horizontal reinforcement, when solving Core Walls Structure body of wall side formwork, horizontal reinforcement needs folding and causes the problems such as intensity reduction.
Accompanying drawing explanation
Fig. 1 is the schematic top plan view of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement.
Fig. 2 is the side sectional view of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
Please refer to Fig. 1 and Fig. 2, Fig. 1 is the schematic top plan view of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement, and Fig. 2 is the side sectional view of the syndeton of the utility model Core Walls Structure and outboard structure horizontal reinforcement.
As depicted in figs. 1 and 2, the utility model provides the syndeton of a kind of Core Walls Structure and outboard structure horizontal reinforcement, comprise: be embedded in the pre-buried junction plate 2 in Core Walls Structure 1 in advance, comprise the medial extremity that is fixed in inside structure horizontal reinforcement 3 and the outboard end relative to described medial extremity; And be fixed on the outboard end of pre-buried junction plate 2, the branch sleeve 5 for sheathed outboard structure horizontal reinforcement 4.
Below said modules is described in detail.
As depicted in figs. 1 and 2, pre-buried junction plate 2 is embedded in Core Walls Structure 1 in advance, pre-buried junction plate 2 comprises medial extremity and the outboard end relative to described medial extremity, and the described medial extremity of Core Walls Structure 1 is positioned at Core Walls Structure 1 inside, and the described outboard end of Core Walls Structure 1 is exposed to Core Walls Structure 1.Pre-buried junction plate 2 can be have certain thickness steel plate, and the thickness of described steel plate can be 5mm to 20mm.As shown in Figure 1, described steel plate is located in outside Core Walls Structure 1, and described steel plate crust is concordant with Core Walls Structure 1 crust.Inside structure horizontal reinforcement 3 is welded in the medial extremity of described steel plate, and preferably, inside structure horizontal reinforcement 3 can be welded in described steel plate by the mode of plug welding of boring a hole.
As depicted in figs. 1 and 2, branch sleeve 5 is fixed on the outboard end of pre-buried junction plate 2, and preferably, branch sleeve 5 can be welded on the described steel plate as pre-buried junction plate 2.Closer, as depicted in figs. 1 and 2, branch sleeve 5 is that many rows are fixed on the outboard end of pre-buried junction plate 2 up and down, and the spacing of neighbouring two rows is equal, and in same row, the spacing of adjacent two branch sleeves 5 is equal.As depicted in figs. 1 and 2, outboard structure horizontal reinforcement 4 is sheathed in branch sleeve 5.Outboard structure horizontal reinforcement 4 can be directly be inserted in branch sleeve 5, in a preferred embodiment, branch sleeve 5 is provided with internal thread, and the end of outboard structure horizontal reinforcement 4 is provided with the external screw thread corresponding with described internal thread, and the end of outboard structure horizontal reinforcement 4 is bolted in branch sleeve 5.After Core Walls Structure 1 lateral surface formwork construction completes, remove template, pre-buried junction plate 2 is exposed to Core Walls Structure 1 lateral surface, when horizontal structure needs to construct outside Core Walls Structure 1, only branch sleeve 5 need be welded on pre-buried junction plate 2, then outboard structure horizontal reinforcement 4 be bolted in branch sleeve 5, last concreting completes the construction of horizontal structure outside Core Walls Structure 1, in this work progress, outboard structure horizontal reinforcement 4, without the need to folding, ensure that the intensity of outboard structure horizontal reinforcement 4.
After there is said structure feature, composition graphs 1 and Fig. 2, the utility model can by following implementation Process: first in Core Walls Structure 1 work progress, be embedded in Core Walls Structure 1 in advance by pre-buried junction plate 2, the outboard end of pre-buried junction plate 2 is exposed to Core Walls Structure 1; Then inside structure horizontal reinforcement 3 is welded in pre-buried junction plate 2 by the mode of plug welding of boring a hole; Then concreting completes the construction of Core Walls Structure 1 body of wall, and removes the template outside Core Walls Structure 1; Then branch sleeve 5 is welded on pre-buried junction plate 2; Then outboard structure horizontal reinforcement 4 is bolted in branch sleeve 5; Last concreting completes the construction of horizontal structure outside Core Walls Structure 1.
The beneficial effects of the utility model are:
By arranging pre-buried junction plate in Core Walls Structure, after Core Walls Structure wall construction completes and removes template, only branch sleeve need be welded on pre-buried junction plate, then outboard structure horizontal reinforcement is bolted in branch sleeve, last concreting completes the construction of horizontal structure outside Core Walls Structure, in this work progress, outboard structure horizontal reinforcement is without the need to folding, ensure that the intensity of outboard structure horizontal reinforcement, when solving Core Walls Structure body of wall side formwork, horizontal reinforcement needs folding and causes the problems such as intensity reduction.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (8)
1. a syndeton for Core Walls Structure and outboard structure horizontal reinforcement, is characterized in that, comprising:
Be embedded in the pre-buried junction plate in described Core Walls Structure in advance, comprise the medial extremity that is fixed in inside structure horizontal reinforcement and the outboard end relative to described medial extremity; And
Be fixed on the outboard end of described pre-buried junction plate, branch sleeve for sheathed outboard structure horizontal reinforcement.
2. syndeton according to claim 1, is characterized in that, described pre-buried junction plate is steel plate, and described branch sleeve is welded on described steel plate.
3. syndeton according to claim 2, is characterized in that, described steel plate is located in outside described Core Walls Structure, and described steel plate crust is concordant with described Core Walls Structure crust.
4. syndeton according to claim 2, is characterized in that, described inside structure horizontal reinforcement perforation plug welding is in described steel plate.
5. syndeton according to claim 1, is characterized in that, is provided with internal thread in described branch sleeve, and described outboard structure horizontal reinforcement is bolted in described branch sleeve.
6. syndeton according to claim 1, is characterized in that, described branch sleeve is that many rows are fixed on the outboard end of described pre-buried junction plate up and down.
7. syndeton according to claim 6, is characterized in that, in same row, the spacing of adjacent two described branch sleeves is equal.
8. syndeton according to claim 6, is characterized in that, the spacing of neighbouring two rows is equal.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520736772.1U CN205077632U (en) | 2015-09-22 | 2015-09-22 | Connection structure of a core section of thick bamboo and outside structure level reinforcing bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520736772.1U CN205077632U (en) | 2015-09-22 | 2015-09-22 | Connection structure of a core section of thick bamboo and outside structure level reinforcing bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205077632U true CN205077632U (en) | 2016-03-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520736772.1U Expired - Fee Related CN205077632U (en) | 2015-09-22 | 2015-09-22 | Connection structure of a core section of thick bamboo and outside structure level reinforcing bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205077632U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107013040A (en) * | 2017-06-02 | 2017-08-04 | 杭州宥盛建筑科技有限公司 | The construction method of floor is poured after a kind of sleeve built-in type |
-
2015
- 2015-09-22 CN CN201520736772.1U patent/CN205077632U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107013040A (en) * | 2017-06-02 | 2017-08-04 | 杭州宥盛建筑科技有限公司 | The construction method of floor is poured after a kind of sleeve built-in type |
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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 |
Granted publication date: 20160309 Termination date: 20210922 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |