CN104481151A - Beam steel framework and beam column connecting part stirrup binding method - Google Patents
Beam steel framework and beam column connecting part stirrup binding method Download PDFInfo
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- CN104481151A CN104481151A CN201410616357.2A CN201410616357A CN104481151A CN 104481151 A CN104481151 A CN 104481151A CN 201410616357 A CN201410616357 A CN 201410616357A CN 104481151 A CN104481151 A CN 104481151A
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- stirrup
- steel framework
- joint position
- colligation
- column joint
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Abstract
The invention relates to a beam steel framework and beam column connecting part stirrup binding method. A beam steel framework comprises a connecting part stirrup, a fixing rib, a main beam rib and a beam stirrup. The construction steps include that 1, after mounting floor and a beam template, placing a plurality of upholders on the beam template; 2, binding the beam steel framework on the upholders, wherein the connecting part stirrup of the beam column connecting part is bound on the fixing rib according to a specified gap, and then the fixing rib is bound on the main beam rib; 3, binding the beam stirrup on the part of the main beam rib located between two columns, wherein the beam stirrup is vertical to the main beam rib; 4, taking out the upholders, and placing the bound steel framework at a designed position. The beam steel framework and beam column connecting part stirrup binding method facilitates binding through rising the binding position of the beam rib framework, the construction efficiency is improved, and the stirrup binding quality is guaranteed.
Description
Technical field
The present invention relates to technical field of building construction, particularly a kind of beam steel framework and beam-to-column joint position stirrup binding method.
Background technology
In prior art, the colligation of the steel bar framework of beam and the colligation of beam-to-column joint position stirrup are all carried out at design attitude.Because there is higher requirement at beam-to-column joint position to the lashing location of stirrup and quality, so traditional binding method is more inconvenient, and be not easy the colligation quality ensureing stirrup, needs off quality colligation again, has a strong impact on construction speed.
Summary of the invention
In view of this, the object of the present invention is to provide a kind of beam steel framework and beam-to-column joint position stirrup binding method, to solve technical problem of the prior art.
Beam steel framework provided by the invention and beam-to-column joint position stirrup binding method, described beam steel framework comprises beam main tendon and beam stirrup, it is characterized in that, Specific construction step is:
Step one, after the model sheetinstallat of floor and beam completes, directly over the design attitude of beam, spaced certain distance places multiple supporter in the template of beam;
Step 2, in the colligation of the enterprising cross girders steel bar framework of above support and beam-to-column joint position stirrup, first, by the described connecting portion stirrup at beam-to-column joint position according to the colligation that is parallel to each other of spacing of regulation on fixing muscle, described connecting portion stirrup is vertical with described fixing muscle to be placed, again by described fixing muscle and the orthogonal placement of described beam main tendon, described connecting portion stirrup on described fixing muscle is flatly in place between the top and two described beam main tendons bottom, and by described fixing muscle colligation on described beam main tendon;
Step 3, beam stirrup described in the part colligation on described beam main tendon between two posts, described beam stirrup is vertical with described beam main tendon;
Step 4, takes out above support, and being declined by the steel bar framework of beam good for colligation is placed into design attitude place.
Preferably, above support is strip or cylindrical, and its length is greater than the width of beam.
Preferably, described beam main tendon is made up of the reinforcing bar that four are parallel to each other.
Preferably, described connecting portion stirrup and beam stirrup are square box.
Preferably, the prescribed distance between described connecting portion stirrup is 90 ~ 110mm.
Beam steel framework provided by the invention and beam-to-column joint position stirrup binding method, by improving the lashing location of beam steel framework, make beam steel framework, and particularly the colligation construction of beam-to-column joint position stirrup is convenient, improves efficiency of construction; And fixing muscle also ensures the colligation quality of stirrup in the application of beam-to-column joint position stirrup process of binding, thus improve construction quality.
Accompanying drawing explanation
By referring to the description of accompanying drawing to the embodiment of the present invention, above-mentioned and other objects of the present invention, feature and advantage will be more clear, in the accompanying drawings:
Fig. 1 is the steel bar framework schematic diagram of colligation beam above the design attitude of beam;
Fig. 2 is the schematic diagram reinforcing steel bar frame of the good beam of colligation being dropped to design attitude.
Detailed description of the invention
Hereinafter with reference to accompanying drawing, various embodiment of the present invention is described in more detail.In various figures, identical element adopts same or similar Reference numeral to represent.For the sake of clarity, the various piece in accompanying drawing is not drawn in proportion.
As shown in Figure 1 and Figure 2, the beam steel framework of beam steel framework of the present invention and the colligation of beam-to-column joint position stirrup binding method institute comprises connecting portion stirrup 1, fixing muscle 2, beam main tendon 3 and beam stirrup 4, described beam main tendon 3 is provided with many, be preferably four, the placement be parallel to each other, and form the cross sectional shape of beam, described connecting portion stirrup 1 and beam stirrup 4 are square box, the size of described beam stirrup 4 is determined according to the size of beam section, described connecting portion stirrup 1 is identical with column tie-bar 7 size, determines according to the cross-sectional sizes that the main muscle 6 of post is formed.Described connecting portion stirrup 1 is arranged on the junction of Liang Yuzhu in the horizontal direction, and described connecting portion stirrup 1 to be connected with described beam main tendon 3 by described fixing muscle 2 and to fix its position.Described beam stirrup 4 is vertically arranged on the part that Liang Shangwei is connected with post, and direct colligation is on described beam main tendon 3.Supporter 5 is the strip lumps of wood or round log (being round log in figure), its length is greater than the width of beam, before the steel bar framework of colligation beam, above support 5 is placed in the template of mounted beam, for supporting described beam main tendon 3, and on above support 5 steel bar framework of colligation beam.
The construction sequence of beam-to-column joint position of the present invention reinforcing bar binding construction method is:
1, after the model sheetinstallat of floor and beam completes, directly over the design attitude of beam, spaced certain distance places multiple above support 5 in the template of beam; 2, in the colligation of the enterprising cross girders steel bar framework of above support 5 placed, wherein the described connecting portion stirrup 1 at beam-to-column joint position is parallel to each other and according to the spacing colligation vertical with described fixing muscle 2 of regulation on described fixing muscle 2, preferably, the spacing between described connecting portion stirrup 1 is 100mm.Make described fixing muscle 2 and described beam main tendon 3 mutually vertical again, and described connecting portion stirrup 1 horizontal positioned on described fixing muscle 2 between two described beam main tendons 3, by the colligation of described fixing muscle 2 on described beam main tendon 3; 3, at described beam main tendon 3 beam stirrup 4 described in part colligation between two posts, and make described beam stirrup 4 vertical with described beam main tendon 3; 4, take out above support 5, being declined by the steel bar framework of beam good for colligation is placed into design attitude place.
Last it is noted that obviously, above-described embodiment is only for example of the present invention is clearly described, and the restriction not to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.And thus the apparent change of amplifying out or variation be still among protection scope of the present invention.
Claims (5)
1. beam steel framework and a beam-to-column joint position stirrup binding method, described beam steel framework comprises beam main tendon and beam stirrup, it is characterized in that, Specific construction step is:
Step one, after the model sheetinstallat of floor and beam completes, directly over the design attitude of beam, spaced certain distance places multiple supporter in the template of beam;
Step 2, in the colligation of the enterprising cross girders steel bar framework of above support and beam-to-column joint position stirrup, first, by the described connecting portion stirrup at beam-to-column joint position according to the colligation that is parallel to each other of spacing of regulation on fixing muscle, described connecting portion stirrup is vertical with described fixing muscle to be placed, again by described fixing muscle and the orthogonal placement of described beam main tendon, described connecting portion stirrup on described fixing muscle is flatly in place between the top and two described beam main tendons bottom, and by described fixing muscle colligation on described beam main tendon;
Step 3, beam stirrup described in the part colligation on described beam main tendon between two posts, described beam stirrup is vertical with described beam main tendon;
Step 4, takes out above support, and being declined by the steel bar framework of beam good for colligation is placed into design attitude place.
2. beam steel framework according to claim 1 and beam-to-column joint position stirrup binding method, is characterized in that, above support is strip or cylindrical, and its length is greater than the width of beam.
3. beam steel framework according to claim 1 and 2 and beam-to-column joint position stirrup binding method, it is characterized in that, described beam main tendon is made up of the reinforcing bar that four are parallel to each other.
4. the beam steel framework according to any one of claims 1 to 3 and beam-to-column joint position stirrup binding method, is characterized in that, described connecting portion stirrup and beam stirrup are square box.
5. the beam steel framework according to any one of Claims 1 to 4 and beam-to-column joint position stirrup binding method, is characterized in that, the prescribed distance between described connecting portion stirrup is 90 ~ 110mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410616357.2A CN104481151A (en) | 2014-11-05 | 2014-11-05 | Beam steel framework and beam column connecting part stirrup binding method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410616357.2A CN104481151A (en) | 2014-11-05 | 2014-11-05 | Beam steel framework and beam column connecting part stirrup binding method |
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| Publication Number | Publication Date |
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| CN104481151A true CN104481151A (en) | 2015-04-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201410616357.2A Pending CN104481151A (en) | 2014-11-05 | 2014-11-05 | Beam steel framework and beam column connecting part stirrup binding method |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018165456A (en) * | 2017-03-28 | 2018-10-25 | 大和ハウス工業株式会社 | Beam bar |
| CN109667427A (en) * | 2018-12-29 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of beam steel bar colligation constructing structure and construction method |
| CN111173199A (en) * | 2020-01-02 | 2020-05-19 | 中铁城建集团有限公司 | Quick, safe and high-quality binding construction method for frame beam steel bars |
| CN113775184A (en) * | 2021-10-27 | 2021-12-10 | 中国航天建设集团有限公司 | Method for mounting beam steel bars |
| CN114515806A (en) * | 2022-02-28 | 2022-05-20 | 中铁七局集团有限公司 | Method for binding outside and entering into form of beam body steel reinforcement framework |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2001003448A (en) * | 1999-06-24 | 2001-01-09 | Takenaka Komuten Co Ltd | Column and beam connecting structure and connecting method therefor |
| JP3979936B2 (en) * | 2002-12-20 | 2007-09-19 | 株式会社奥村組 | Half PC beam construction method |
| CN102359279A (en) * | 2011-09-11 | 2012-02-22 | 威海建设集团股份有限公司 | Improved method for installing reinforcement cage in beam column joint zone of reinforced concrete frame structure |
| CN203238780U (en) * | 2013-03-12 | 2013-10-16 | 中国水利水电第二工程局有限公司 | Prefabricated stirrup cage of beam column core area |
| CN103590496A (en) * | 2013-11-01 | 2014-02-19 | 广西建工集团第五建筑工程有限责任公司 | Beam and column joint stirrup framework and method for installing beam and column joint steel bars by using same |
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2014
- 2014-11-05 CN CN201410616357.2A patent/CN104481151A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003448A (en) * | 1999-06-24 | 2001-01-09 | Takenaka Komuten Co Ltd | Column and beam connecting structure and connecting method therefor |
| JP3979936B2 (en) * | 2002-12-20 | 2007-09-19 | 株式会社奥村組 | Half PC beam construction method |
| CN102359279A (en) * | 2011-09-11 | 2012-02-22 | 威海建设集团股份有限公司 | Improved method for installing reinforcement cage in beam column joint zone of reinforced concrete frame structure |
| CN203238780U (en) * | 2013-03-12 | 2013-10-16 | 中国水利水电第二工程局有限公司 | Prefabricated stirrup cage of beam column core area |
| CN103590496A (en) * | 2013-11-01 | 2014-02-19 | 广西建工集团第五建筑工程有限责任公司 | Beam and column joint stirrup framework and method for installing beam and column joint steel bars by using same |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2018165456A (en) * | 2017-03-28 | 2018-10-25 | 大和ハウス工業株式会社 | Beam bar |
| CN109667427A (en) * | 2018-12-29 | 2019-04-23 | 宁波二十冶建设有限公司 | A kind of beam steel bar colligation constructing structure and construction method |
| CN111173199A (en) * | 2020-01-02 | 2020-05-19 | 中铁城建集团有限公司 | Quick, safe and high-quality binding construction method for frame beam steel bars |
| CN113775184A (en) * | 2021-10-27 | 2021-12-10 | 中国航天建设集团有限公司 | Method for mounting beam steel bars |
| CN114515806A (en) * | 2022-02-28 | 2022-05-20 | 中铁七局集团有限公司 | Method for binding outside and entering into form of beam body steel reinforcement framework |
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Application publication date: 20150401 |