CN106468101A - A kind of locating support for cast-in-place upper reversed beam side template - Google Patents
A kind of locating support for cast-in-place upper reversed beam side template Download PDFInfo
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- CN106468101A CN106468101A CN201510517382.XA CN201510517382A CN106468101A CN 106468101 A CN106468101 A CN 106468101A CN 201510517382 A CN201510517382 A CN 201510517382A CN 106468101 A CN106468101 A CN 106468101A
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- reversed beam
- side template
- beam side
- steel bar
- cast
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Abstract
The present invention discloses a kind of locating support for cast-in-place upper reversed beam side template, and including reinforcing steel bar upright post, reinforcing bar crossbeam and reinforcing bar base, the two ends of described reinforcing bar crossbeam are fixedly connected with reinforcing steel bar upright post respectively, are respectively provided with reinforcing bar base in the lower end of two reinforcing steel bar upright posts.Positioning rack structure of the present invention is simple, make and easy for installation, stability is high, reversed beam side template fixation can be made, fundamentally prevent the bottom displacement of reversed beam side template, the stability that cast-in-place upper reversed beam side template installation can be improved is it is ensured that the formwork quality of upper reversed beam and upper reversed beam sectional dimension, presentation quality are in specification allowed band.
Description
Technical field
The invention belongs to the realm of building construction, it is related to the component of reversed beam in cast-in-place concrete, especially a kind of locating support for cast-in-place upper reversed beam side template.
Background technology
In construction, in cast-in-place concrete, the side template of reversed beam is to hang mould, its fixed form typically is supported fixing using a few font reinforcing bar spikes, but this kind of method less stable, the positioning of template, fixation and sectional dimension are all difficult to be effectively ensured, the lateral pressure being formed during casting and compacting of concrete also easily makes the bottom of reversed beam side template produce left and right displacement, the thickness of slab of the axial location of upper reversed beam, lower section width and beam slab junction, is all difficult to obtain gratifying quality.
Content of the invention
It is an object of the invention to overcoming the deficiencies in the prior art, and a kind of locating support for cast-in-place upper reversed beam side template is provided, this supporting structure is simple, install convenient, positioning are convenient, the stability that cast-in-place upper reversed beam side template installation can be improved is it is ensured that upper reversed beam sectional dimension, presentation quality are in specification allowed band.
The technical scheme realizing the object of the invention is：
A kind of locating support for cast-in-place upper reversed beam side template, including reinforcing steel bar upright post, reinforcing bar crossbeam and reinforcing bar base, the two ends of described reinforcing bar crossbeam are fixedly connected with reinforcing steel bar upright post respectively, are respectively provided with reinforcing bar base in the lower end of two reinforcing steel bar upright posts.
The length of described reinforcing bar crossbeam is the width in upper reversed beam section and the thickness sum of two side templates, and reinforcing bar crossbeam is in order to support upper reversed beam side template.
The height of described reinforcing steel bar upright post exceeds the thickness of slab 100mm of floor, in order to fix upper reversed beam side template.
The diameter of described reinforcing steel bar upright post is selected according to the thickness of floor, generally：As thickness of slab h≤300mm, a diameter of 10mm of reinforcing steel bar upright post；As thickness of slab h=300～500mm, a diameter of 12～14mm of reinforcing steel bar upright post；As thickness of slab ＞ 500mm, a diameter of 16～18mm of reinforcing steel bar upright post.
The vertical dimension of described reinforcing bar crossbeam and reinforcing bar base is the thickness of floor.
The length of described reinforcing bar base is 100mm, is conducive to the steady fixation of locating support.
The advantage of locating support of the present invention is：
1st, structure is simple, makes and easy for installation, and stability is high, can make reversed beam side template fixation, fundamentally prevents the bottom displacement of reversed beam side template it is ensured that the formwork quality of upper reversed beam.
2nd, material is common, and it is convenient to draw materials, and can directly choose building site remaining steel bar end after Steel Reinforcing Bar Material and make support, material-saving environmental.
3rd, the formwork quality of reversed beam can be efficiently controlled by this locating support, reach the purpose improving upper reversed beam Forming Quality, decrease because of the later stage renewal expense of upper reversed beam Forming Quality defect, economic benefit is good.
Brief description
Fig. 1 is the structural representation of locating support of the present invention；
Fig. 2 install for locating support of the present invention after sectional view.
In figure, 1. reversed beam 6. floor on reinforcing steel bar upright post 2. reinforcing bar crossbeam 3. reinforcing bar base 4. side template 5..
Specific embodiment
Below in conjunction with the accompanying drawings present invention is further described, but is not limitation of the invention.
With reference to Fig. 1-2, a kind of locating support for cast-in-place upper reversed beam side template, including reinforcing steel bar upright post 1, reinforcing bar crossbeam 2 and reinforcing bar base 3, the two ends of described reinforcing bar crossbeam 2 are fixedly connected with reinforcing steel bar upright post 1 respectively, are respectively provided with reinforcing bar base 3 in the lower end of two reinforcing steel bar upright posts 1.
The length of described reinforcing bar crossbeam 2 is the width in upper reversed beam 5 section and the thickness sum of two side templates 4, and reinforcing bar crossbeam 2 is in order to support upper reversed beam side template 4.
The height of described reinforcing steel bar upright post 1 is more than the thickness 100mm of floor 6, in order to fix upper reversed beam side template 4.
The diameter of described reinforcing steel bar upright post 1 is selected according to the thickness of floor 6, generally：As thickness of slab h≤300mm, a diameter of 10mm of reinforcing steel bar upright post；As thickness of slab h=300～500mm, a diameter of 12～14mm of reinforcing steel bar upright post；As thickness of slab ＞ 500mm, a diameter of 16～18mm of reinforcing steel bar upright post.
The vertical dimension of described reinforcing bar crossbeam 2 and reinforcing bar base 3 is the thickness of floor 6.
The length of described reinforcing bar base 3 is 100mm, is conducive to the steady fixation of locating support.
During construction, locating support is in upper reversed beam 5 tie with reinforcing bar, place along upper reversed beam 5 span direction at interval of 1000mm, after the completion for the treatment of floor bar colligation, according to upper reversed beam 5 edge positions ejecting, support is accurately weldingly fixed on the elongated steel bar stress in plate upper strata of upper reversed beam 5, by schedule requirement, reversed beam side template 4 is installed on locating support afterwards.
Claims (5)
1. a kind of locating support for cast-in-place upper reversed beam side template it is characterised in that：This locating support includes reinforcing steel bar upright post, reinforcing bar crossbeam and reinforcing bar base, and the two ends of described reinforcing bar crossbeam are fixedly connected with reinforcing steel bar upright post respectively, are respectively provided with reinforcing bar base in the lower end of two reinforcing steel bar upright posts.
2. the locating support for cast-in-place upper reversed beam side template according to claim 1 it is characterised in that：The length of described reinforcing bar crossbeam is the width in upper reversed beam section and the thickness sum of two side templates, and reinforcing bar crossbeam is in order to support upper reversed beam side template.
3. the locating support for cast-in-place upper reversed beam side template according to claim 1 it is characterised in that：The height of described reinforcing steel bar upright post exceeds the thickness of slab 100mm of floor, in order to fix upper reversed beam side template.
4. the locating support for cast-in-place upper reversed beam side template according to claim 1 it is characterised in that：The diameter of described reinforcing steel bar upright post is selected according to the thickness of floor, as thickness of slab h≤300mm, a diameter of 10mm of reinforcing steel bar upright post；As thickness of slab h=300～500mm, a diameter of 12～14mm of reinforcing steel bar upright post；As thickness of slab ＞ 500mm, a diameter of 16～18mm of reinforcing steel bar upright post.
5. the locating support for cast-in-place upper reversed beam side template according to claim 1 it is characterised in that：The vertical dimension of described reinforcing bar crossbeam and reinforcing bar base is the thickness of floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510517382.XA CN106468101A (en) | 2015-08-21 | 2015-08-21 | A kind of locating support for cast-in-place upper reversed beam side template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510517382.XA CN106468101A (en) | 2015-08-21 | 2015-08-21 | A kind of locating support for cast-in-place upper reversed beam side template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106468101A true CN106468101A (en) | 2017-03-01 |
Family
ID=58229678
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510517382.XA Pending CN106468101A (en) | 2015-08-21 | 2015-08-21 | A kind of locating support for cast-in-place upper reversed beam side template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106468101A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942417A (en) * | 2019-12-10 | 2021-06-11 | 中铁建工集团有限公司 | Precast concrete wall guide support |
| CN114941397A (en) * | 2022-05-29 | 2022-08-26 | 五冶集团上海有限公司 | Construction method for whole pouring of reversed beam at open air of inclined roof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2667641A1 (en) * | 1990-10-03 | 1992-04-10 | Rhone Alpes Centre Ste Auxil E | Device for completely sealing the feet of shuttering panels in concrete structures |
| CN101158236A (en) * | 2007-10-30 | 2008-04-09 | 山东天齐置业集团股份有限公司 | Kitchen toilet water-stopping platform formwork controlling device and construction method |
| CN201109999Y (en) * | 2007-10-30 | 2008-09-03 | 山东天齐置业集团股份有限公司 | Control apparatus for kitchen-toilet room water stop bench formwork |
| CN201802007U (en) * | 2010-08-13 | 2011-04-20 | 中国二十二冶集团有限公司 | Upstanding beam supporting bracket mounted on structural bottom plate |
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN204876558U (en) * | 2015-08-21 | 2015-12-16 | 广西建工集团第四建筑工程有限责任公司 | A locating support that is used for cast -in -place reversed beam side form board of going up |
-
2015
- 2015-08-21 CN CN201510517382.XA patent/CN106468101A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2667641A1 (en) * | 1990-10-03 | 1992-04-10 | Rhone Alpes Centre Ste Auxil E | Device for completely sealing the feet of shuttering panels in concrete structures |
| CN101158236A (en) * | 2007-10-30 | 2008-04-09 | 山东天齐置业集团股份有限公司 | Kitchen toilet water-stopping platform formwork controlling device and construction method |
| CN201109999Y (en) * | 2007-10-30 | 2008-09-03 | 山东天齐置业集团股份有限公司 | Control apparatus for kitchen-toilet room water stop bench formwork |
| CN201802007U (en) * | 2010-08-13 | 2011-04-20 | 中国二十二冶集团有限公司 | Upstanding beam supporting bracket mounted on structural bottom plate |
| CN104818843A (en) * | 2015-04-20 | 2015-08-05 | 常州展华机器人有限公司 | Large-scale shear wall drilling-free mounting template and use method |
| CN204876558U (en) * | 2015-08-21 | 2015-12-16 | 广西建工集团第四建筑工程有限责任公司 | A locating support that is used for cast -in -place reversed beam side form board of going up |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112942417A (en) * | 2019-12-10 | 2021-06-11 | 中铁建工集团有限公司 | Precast concrete wall guide support |
| CN114941397A (en) * | 2022-05-29 | 2022-08-26 | 五冶集团上海有限公司 | Construction method for whole pouring of reversed beam at open air of inclined roof |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170301 |
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| WD01 | Invention patent application deemed withdrawn after publication |