CN109025315A - A kind of auxiliary device and its construction method of beam steel bar colligation - Google Patents
A kind of auxiliary device and its construction method of beam steel bar colligation Download PDFInfo
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- CN109025315A CN109025315A CN201810855213.0A CN201810855213A CN109025315A CN 109025315 A CN109025315 A CN 109025315A CN 201810855213 A CN201810855213 A CN 201810855213A CN 109025315 A CN109025315 A CN 109025315A
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- bar
- small cross
- cross bar
- vertical
- auxiliary device
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
- E04G21/122—Machines for joining reinforcing bars
- E04G21/123—Wire twisting tools
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of auxiliary device of beam steel bar colligation and its construction method, beam steel includes beam top main reinforcement, two row's muscle of beam top, beam stirrup, beam lower part main reinforcement, two row's muscle of beam lower part, beam waist muscle；Template is equipped with below beam steel, the auxiliary device of beam steel bar colligation includes two circular vertical bars and the skeleton that a circular transverse bar is formed, the vertical bar and transverse bar are fixed together, there is the groove of dense arrangement in two vertical bars, movable pulley and small cross bar are arranged respectively at the bottom of two vertical bars, small cross bar is placed in the groove of vertical cross bar, position is adjusted according to the size and different reinforcement locations of beam, all transverse steels are both placed on small cross bar, the weight of all beam steels is reached in vertical bar by small cross bar, it is reached in template by vertical bar by movable pulley again.
Description
Technical field
The present invention relates to building engineering field more particularly to a kind of auxiliary devices of beam steel bar colligation.
Background technique
With higher and higher, the previous beam of the requirement at present to Construction Quality, speed of application, construction cost etc.
Reinforcing bar binding construction efficiency less meets present requirement, previous beam steel bar colligation working procedure are as follows: mounting rail and plate
Reinforcing bar → installation side template in template → binding beam.There are multiple working procedure cross-operation, high altitude operation etc. for this construction technology
Problem, and the low reinforcing bar of beam and waist muscle binding difficulty are big, binding quality is not easy to control.To solve the above problems, engineering circles are to construction
Technique is improved, i.e., first by installing beam bottom board, side form and flat panel form, after beam position top forms beam steel bar colligation
It places into beam forms, this needs to set up the bracket for supporting beam steel on beam forms top, these previous brackets are usually
Set up with steel pipe and yoke, but this method for setting up bracket is there are many disadvantages, with steel pipe and yoke it is comparatively laborious,
Inconvenient, none unified erection method repeatedly sets up the beam of different height needs, and while setting up takes by experience entirely
If not passing through Stability Checking, unstability situation happens occasionally, and there are inconveniences in construction.
Consulted reference materials display, Qin Hao et al. invention in 2012 patent " a kind of assembling reinforcement concrete beam reinforcing it is auxiliary
Help device and its application " in, a kind of device of adjustable support height has been invented, for binding the reinforcing bar of different deck-moldings, but
There are still many drawbacks, such as all beam steel weight to be all carried on uppermost cross bar when being its use, beam steel
It is not easy for framework of steel reinforcement to be put into beam form after having bound；Frame bottom does not have carriage, immovable, and beam steel bar colligation is completed
Afterwards translation adjustment not can be carried out to framework of steel reinforcement position.
Summary of the invention
The technical problems to be solved by the present invention are: beam steel weight is all carried on uppermost cross bar, beam steel
It is not easy for framework of steel reinforcement to be put into beam form after having bound；Frame bottom does not have carriage, immovable, and beam steel bar colligation is completed
Afterwards translation adjustment not can be carried out to framework of steel reinforcement position.
In order to solve the above-mentioned technical problem, the invention discloses a kind of auxiliary device of beam steel bar colligation and its construction parties
Method overcomes the above technical problem, binds beam steel after beam forms one-pass molding again, beam forms is put into after the completion of beam steel bar colligation
It is interior, unnecessary process is reduced, avoids the problem that cross-operation is brought；This device can be used for the binding of different deck-moldings, institute
There is transverse steel to can be placed on bracket, facilitates the binding and connection of reinforcing bar, while bracket base is equipped with carriage, reinforcing bar
Framework of steel reinforcement can be moved integrally according to the actual needs of the site after the completion of binding, it is convenient, flexible.
A kind of auxiliary device of beam steel bar colligation, beam steel include beam top main reinforcement, two row's muscle of beam top, beam stirrup, beam
Lower part main reinforcement, two row's muscle of beam lower part, beam waist muscle；Template is equipped with below beam steel, the auxiliary device of beam steel bar colligation includes two
The skeleton that circular vertical bar and a circular transverse bar are formed, the vertical bar and transverse bar are fixed together, two institutes
The groove for having dense arrangement in vertical bar is stated, movable pulley and small cross bar are arranged respectively at the bottom of two vertical bars, and small cross bar is put
It sets in the groove of vertical cross bar, position is adjusted according to the size and different reinforcement locations of beam, and all transverse steels are put
It sets on small cross bar, the weight of all beam steels is reached in vertical bar by small cross bar, then is reached by vertical bar by movable pulley
In template.
Further, two vertical bars and a transverse bar be outer diameter 48mm, wall thickness be 3mm steel pipe, vertically
Pole length is 1200mm, and lateral pole length is 600mm；There is the groove of spacing 80mm in two vertical bars respectively.
Further, the small cross bar is the reinforcing bar of diameter 20mm, length 1000mm.
Further, the movable pulley is the rubber wheel of diameter 100mm, each two of each vertical bar bottom.
A kind of construction method of the auxiliary device of beam steel bar colligation, which is characterized in that Specific construction step are as follows:
Step 1: by design size and requirement processing vertical bar and transverse bar, two vertical bars and transverse bar are welded
Connect fixation；
Step 2: two mobile rubber wheels are installed respectively with vertical bar bottom two；
Step 3: according to construction needs, the beam steel bar colligation that two or three are completed the process according to above step
Auxiliary device is placed on beam forms top；
The small cross bar of load bearing beam top muscle: being placed in the groove of vertical bar by step 4 according to the size of beam, then by beam
Top main reinforcement is placed on small cross bar, is inserted in beam stirrup, penetrates beam lower part main reinforcement, carries out reinforcing bar binding, forms framework of steel reinforcement；
Step 5: placing the small cross bar of two row's muscle of load bearing beam top and two row's muscle of beam lower part, then by two row's muscle of beam top and
Two row's muscle of beam lower part is placed on small cross bar, carries out reinforcing bar binding；
Step 6: placing the small cross bar of load bearing beam waist muscle, then beam waist muscle be placed on small cross bar, carries out reinforcing bar binding；
Step 7: after the completion of this section of beam steel bar colligation, according to on-site actual situations and demand, mobile entire auxiliary device and
Framework of steel reinforcement is adjusted framework of steel reinforcement position, first auxiliary device of this section of beam of carrying is further taken out, by small cross bar under
It successively takes out upwards, takes and tap small cross bar when small cross bar in the horizontal direction with hand hammer；
Step 8: taking out first auxiliary device, and beam-ends is put into beam forms, and auxiliary device is moved to next section of Liang Chu,
Carry out the binding of next section of beam steel；
Step 9: repeating four to eight steps, until this beam steel bar colligation is completed, starts to bind next beam.
Compared with prior art, the present invention can obtain following technical effect: the present invention reduces unnecessary process, avoids
The problem of cross-operation is brought；This device can be used for the binding of different deck-moldings, and all transverse steels can be placed on bracket, side
Just the binding and connection of reinforcing bar, while bracket base is equipped with carriage, it can be according to the actual needs of the site after the completion of reinforcing bar binding
Framework of steel reinforcement is moved integrally, it is convenient, flexible.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, those of ordinary skill in the art are come
It says, without creative efforts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is beam steel bar colligation auxiliary device effect picture
Fig. 2 is beam steel bar colligation auxiliary device elevation
Fig. 3 is beam steel bar colligation auxiliary device vertical bar side view
In figure: 1, template；2, vertical bar；3, transverse bar；4, small cross bar；5, movable pulley；6, beam top main reinforcement；7, beam top
Two row's muscle；8, beam stirrup；9, beam lower part main reinforcement；10, two row's muscle of beam lower part；11, beam waist muscle；
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment one
Referring to attached FIG. 1 to FIG. 3, beam steel bar colligation auxiliary device can be seen that this auxiliary device is divided into vertical bar, transverse direction
Four parts such as rod piece, small cross bar, movable pulley；A kind of auxiliary device of beam steel bar colligation, beam steel include beam top main reinforcement 6,
Two row's muscle 7 of beam top, beam stirrup 8, beam lower part main reinforcement 9, two row's muscle 10 of beam lower part, beam waist muscle 11；Template is equipped with below beam steel
1, the auxiliary device of beam steel bar colligation includes the skeleton of two circular vertical bars 2 and the circular formation of transverse bar 3, described
Vertical bar 2 and transverse bar 3 are fixed together, and have the groove of dense arrangement, two vertical bars 2 in two vertical bars 2
Bottom have movable pulley 5 and small cross bar 4 respectively, small cross bar 4 is placed in the groove of vertical cross bar, position according to the size of beam and
Different reinforcement locations are adjusted, and all transverse steels are both placed on small cross bar 4, and the weight of all beam steels passes through small cross bar
4 reach in vertical bar 2, then are reached in template 1 by vertical bar 2 by movable pulley 5.
Two vertical bars 2 and a transverse bar 3 are outer diameter 48mm, the steel pipe that wall thickness is 3mm, 2 length of vertical bar
For 1200mm, 3 length of transverse bar is 600mm；There is the groove of spacing 80mm in two vertical bars 2 respectively.
The small cross bar 4 is the reinforcing bar of diameter 20mm, length 1000mm.
The movable pulley 5 is the rubber wheel of diameter 100mm, each two of each 2 bottom of vertical bar.
The auxiliary device Specific construction step of above-mentioned beam steel bar colligation are as follows:
Step 1: by design size and requirement processing vertical bar 2 and transverse bar 3, by two vertical bars 2 and transverse bar 3 into
Row is welded and fixed；
Step 2: two mobile rubber wheels 5 are installed respectively with vertical bar bottom two；
Step 3: according to construction needs, two or three are placed on beam according to the device that above step completes the process
Template top；
The small cross bar 4 of load bearing beam top muscle: being placed in the groove of vertical bar 2 by step 4 according to the size of beam, then will
Beam top main reinforcement 6 is placed on small cross bar 4, is inserted in beam stirrup 8, penetrates beam lower part main reinforcement 9, carries out reinforcing bar binding, forms reinforcing bar
Skeleton；
Step 5: the small cross bar 4 of two row's muscle 7 of load bearing beam top and two row's muscle 10 of beam lower part is placed, then by two row of beam top
Muscle 7 and two row's muscle 10 of beam lower part are placed on small cross bar 4, carry out reinforcing bar binding；
Step 6: placing the small cross bar 4 of load bearing beam waist muscle 11, then beam waist muscle be placed on small cross bar 4, carries out reinforcing bar and ties up
It pricks；
Step 7: after the completion of this section of beam steel bar colligation, according to on-site actual situations and demand, mobile entire auxiliary device and
Framework of steel reinforcement is adjusted framework of steel reinforcement position, first auxiliary device of this section of beam of carrying is further taken out, by small cross bar under
It successively takes out upwards, takes and tap small cross bar when small cross bar in the horizontal direction with hand hammer；
Step 8: taking out first auxiliary device, and beam-ends is put into beam forms, and auxiliary device is moved to next section of Liang Chu,
Carry out the binding of next section of beam steel；
Step 9: repeating four to eight steps, until this beam steel bar colligation is completed, starts to bind next beam.
Claims (5)
1. a kind of auxiliary device of beam steel bar colligation, beam steel includes under beam top main reinforcement, two row's muscle of beam top, beam stirrup, beam
Portion's main reinforcement, two row's muscle of beam lower part, beam waist muscle；Template is equipped with below beam steel, it is characterised in that: the auxiliary device of beam steel bar colligation
Including the skeleton that two circular vertical bars and a circular transverse bar are formed, the vertical bar and transverse bar are fixed on one
It rising, there is the groove of dense arrangement in two vertical bars, movable pulley and small cross bar are arranged respectively at the bottom of two vertical bars,
Small cross bar is placed in the groove of vertical cross bar, and position is adjusted according to the size and different reinforcement locations of beam, all transverse directions
Reinforcing bar is both placed on small cross bar, and the weight of all beam steels is reached in vertical bar by small cross bar, then passes through shifting by vertical bar
Driving wheel reaches in template.
2. a kind of auxiliary device of beam steel bar colligation according to claim 1, it is characterised in that: two vertical bars and
A piece transverse bar is outer diameter 48mm, the steel pipe that wall thickness is 3mm, and vertical pole length is 1200mm, and lateral pole length is 600mm；
There is the groove of spacing 80mm in two vertical bars respectively.
3. a kind of auxiliary device of beam steel bar colligation according to claim 1, it is characterised in that: the small cross bar is diameter
The reinforcing bar of 20mm, length 1000mm.
4. a kind of auxiliary device of beam steel bar colligation according to claim 1, it is characterised in that: the movable pulley is diameter
The rubber wheel of 100mm, each two of each vertical bar bottom.
5. a kind of construction method of the auxiliary device of beam steel bar colligation according to claim 1, which is characterized in that specifically apply
Work step is rapid are as follows:
Step 1: by design size and requirement processing vertical bar and transverse bar, two vertical bars and transverse bar weld solid
It is fixed；
Step 2: two mobile rubber wheels are installed respectively with vertical bar bottom two；
Step 3: according to construction needs, by the auxiliary of two or three beam steel bar colligations completed the process according to above step
Device is placed on beam forms top；
The small cross bar of load bearing beam top muscle: being placed in the groove of vertical bar by step 4 according to the size of beam, then by beam top
Main reinforcement is placed on small cross bar, is inserted in beam stirrup, penetrates beam lower part main reinforcement, carries out reinforcing bar binding, forms framework of steel reinforcement；
Step 5: the small cross bar of two row's muscle of load bearing beam top and two row's muscle of beam lower part is placed, then will be under two row's muscle of beam top and beam
Two row's muscle of portion is placed on small cross bar, carries out reinforcing bar binding；
Step 6: placing the small cross bar of load bearing beam waist muscle, then beam waist muscle be placed on small cross bar, carries out reinforcing bar binding；
Step 7: after the completion of this section of beam steel bar colligation, according to on-site actual situations and demand, mobile entire auxiliary device and reinforcing bar
Skeleton is adjusted framework of steel reinforcement position, further takes out first auxiliary device of this section of beam of carrying, from bottom to top by small cross bar
It successively takes out, takes and tap small cross bar when small cross bar in the horizontal direction with hand hammer；
Step 8: taking out first auxiliary device, and beam-ends is put into beam forms, and auxiliary device is moved to next section of Liang Chu, carries out
The binding of next section of beam steel；
Step 9: repeating four to eight steps, until this beam steel bar colligation is completed, starts to bind next beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810855213.0A CN109025315A (en) | 2018-07-31 | 2018-07-31 | A kind of auxiliary device and its construction method of beam steel bar colligation |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810855213.0A CN109025315A (en) | 2018-07-31 | 2018-07-31 | A kind of auxiliary device and its construction method of beam steel bar colligation |
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| CN109025315A true CN109025315A (en) | 2018-12-18 |
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| CN201810855213.0A Pending CN109025315A (en) | 2018-07-31 | 2018-07-31 | A kind of auxiliary device and its construction method of beam steel bar colligation |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764579A (en) * | 2020-07-10 | 2020-10-13 | 中国建筑第八工程局有限公司 | Steel bar positioning device of concrete beam and steel bar construction method thereof |
| CN111980303A (en) * | 2020-07-22 | 2020-11-24 | 中国十七冶集团有限公司 | Auxiliary device and construction method for construction of beam component steel reinforcement framework |
| CN113494053A (en) * | 2021-07-22 | 2021-10-12 | 中国建筑土木建设有限公司 | Auxiliary system for automatic bar penetrating at bottom of T-shaped beam web and construction method |
| CN113775183A (en) * | 2021-10-20 | 2021-12-10 | 中国十七冶集团有限公司 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
| CN114856208A (en) * | 2022-05-27 | 2022-08-05 | 中建八局第三建设有限公司 | Construction method for installing ultralimit prestressed beam and pipeline based on positioning support |
| CN115492313A (en) * | 2022-10-09 | 2022-12-20 | 上海隧道工程有限公司 | Method for manufacturing underground engineering precast beam reinforcement framework sections |
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| CN206053358U (en) * | 2016-07-12 | 2017-03-29 | 河北晶通建筑科技股份有限公司 | A kind of isolated footing stub reinforcing bar colligation frame |
| CN107574977A (en) * | 2016-07-04 | 2018-01-12 | 翔仁企业有限公司 | Pre- group steel reinforcement cage and its manufacture method |
| JP2018100589A (en) * | 2018-02-07 | 2018-06-28 | 東急建設株式会社 | Basic assembly steel bar construction method |
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Patent Citations (5)
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| CN201896456U (en) * | 2010-10-14 | 2011-07-13 | 中交一航局第四工程有限公司 | Straight screw sleeve connection mold for main reinforcement of filling pipe reinforcing cage |
| CN102979311A (en) * | 2012-12-06 | 2013-03-20 | 上海中锦建设集团股份有限公司 | Auxiliary device for binding reinforcements of reinforced concrete beam and application thereof |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764579A (en) * | 2020-07-10 | 2020-10-13 | 中国建筑第八工程局有限公司 | Steel bar positioning device of concrete beam and steel bar construction method thereof |
| CN111980303A (en) * | 2020-07-22 | 2020-11-24 | 中国十七冶集团有限公司 | Auxiliary device and construction method for construction of beam component steel reinforcement framework |
| CN113494053A (en) * | 2021-07-22 | 2021-10-12 | 中国建筑土木建设有限公司 | Auxiliary system for automatic bar penetrating at bottom of T-shaped beam web and construction method |
| CN113775183A (en) * | 2021-10-20 | 2021-12-10 | 中国十七冶集团有限公司 | Assembled adjustable beam steel bar binding bracket for building construction and use method thereof |
| CN114856208A (en) * | 2022-05-27 | 2022-08-05 | 中建八局第三建设有限公司 | Construction method for installing ultralimit prestressed beam and pipeline based on positioning support |
| CN115492313A (en) * | 2022-10-09 | 2022-12-20 | 上海隧道工程有限公司 | Method for manufacturing underground engineering precast beam reinforcement framework sections |
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Application publication date: 20181218 |