CN204940874U - For the servicing unit of beam column core space reinforcement installation - Google Patents

For the servicing unit of beam column core space reinforcement installation Download PDF

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Publication number
CN204940874U
CN204940874U CN201520502563.0U CN201520502563U CN204940874U CN 204940874 U CN204940874 U CN 204940874U CN 201520502563 U CN201520502563 U CN 201520502563U CN 204940874 U CN204940874 U CN 204940874U
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China
Prior art keywords
steel pipe
bearing
core space
servicing unit
column core
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CN201520502563.0U
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Chinese (zh)
Inventor
陈俊杰
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Shanxi Construction Engineering Co Ltd
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Shanxi Construction Engineering Group Co Ltd
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Priority to CN201520502563.0U priority Critical patent/CN204940874U/en
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Abstract

The utility model relates to building machinery field, specifically provides a kind of servicing unit for beam column core space reinforcement installation.This is used for servicing unit of beam column core space reinforcement installation and comprises horizontal shore for erecting beam and adjustable support, described adjustable support comprises bearing, with the outer steel pipe of multiple through hole, with steel pipe, latch and U-shaped holder in multiple through hole, described interior steel pipe is built in described outer steel pipe, described latch runs through described outer steel pipe and interior steel pipe, described U-shaped holder is fixedly connected with the top of described interior steel pipe, and described U-shaped holder is used for holding described horizontal shore.This assistant apparatus structure being used for beam column core space reinforcement installation is firm, safe and reliable, and the design of outer and inner tube can according to the beam adjustment oneself height of differing heights, and use simple, strong operability, effectively can improve efficiency of construction.

Description

For the servicing unit of beam column core space reinforcement installation
Technical field
The utility model relates to building machinery field, in particular to a kind of servicing unit for beam column core space reinforcement installation.
Background technology
The reinforcing bar of beam column core space is intricate, when colligation stirrup because reinforcing bar is too intensive, colligation difficulty is very large, and the general column tie-bar adopting first spacing colligation core space by drawing, then penetrates beam main tendon, installation like this can cause beam main tendon to enter core space difficulty, damage the situation of stirrup, in order to address this problem, existing employing is sheathed stirrup on the main muscle of post first, at core space, beam main tendon and stirrup, the then spacing of adjustable column stirrup are installed again.
Conveniently colligation in the process of colligation beam muscle, beam ledges is needed to rise unsettled, the existing equipment for erecting beam muscle generally adopts steel pipe to be built into easy interim shelf, and such shelf structure is insecure, has potential safety hazard, simultaneously for different beams, because depth of beam is different, need again to build new shelf for use, this process is very loaded down with trivial details, operability is low, affects efficiency of construction.
Utility model content
The purpose of this utility model is to provide a kind of servicing unit for beam column core space reinforcement installation, to improve above-mentioned problem.
The utility model is achieved in that a kind of servicing unit for beam column core space reinforcement installation, comprise the horizontal shore for erecting beam and adjustable support, described adjustable support comprises bearing, with the outer steel pipe of multiple through hole, with steel pipe, latch and U-shaped holder in multiple through hole, described interior steel pipe is built in described outer steel pipe, described latch runs through described outer steel pipe and interior steel pipe, described U-shaped holder is fixedly connected with the top of described interior steel pipe, and described U-shaped holder is used for holding described horizontal shore.
Further, described bearing comprises the bearing bar of at least three and the steel plate of respective amount, and described steel plate is with plane-parallel and weld with one end of described bearing bar, and the other end of described bearing bar is welded in described outer steel pipe.
Further, described bearing comprises three bearing bars, and between described three bearing bars, spacing is identical.
Further, described three bearing bars are welded with the reinforcing strip for reinforcing three bearing bars each other, described reinforcing strip and plane-parallel.
Further, described height of support is 100mm, and described U-shaped holder is highly 100mm, and the height of described outer steel pipe is 500mm, and the height of described interior steel pipe is 500mm, and the adjustment height scope of described outer steel pipe and described interior steel pipe is 500mm ~ 900mm.
Further, described horizontal shore is Ф 48*3.6 steel pipe, the bearing bar of described bearing is Ф 20 reinforcing bar, the steel plate of described bearing is 100*100*5 steel plate, described outer steel pipe is Ф 48*3.6 steel pipe, described interior steel pipe is Ф 36*3.6 steel pipe, and described latch is Ф 12 reinforcing bar, and described U-shaped holder is Ф 20 reinforcing bar.
Further, the length of described horizontal shore 500mm larger than the width of setting a roof beam in place.
Further, anti-slip veins or anti-skidding projection is provided with bottom the steel plate of described bearing.
The beneficial effect that the utility model realizes: the servicing unit for beam column core space reinforcement installation that the utility model provides comprises horizontal shore for erecting beam and adjustable support, and described adjustable support comprises bearing, with the outer steel pipe of multiple through hole, with steel pipe, latch and U-shaped holder in multiple through hole.This is used for the design of the interior steel pipe of servicing unit outer steel pipe parcel of beam column core space reinforcement installation, utilizes latch to fix the mode of outer and inner tube through hole, and the height of device can be made and can to require to regulate according to actual conditions.This assistant apparatus structure being used for beam column core space reinforcement installation is firm, safe and reliable, and use simple, strong operability, effectively can improve efficiency of construction.
Accompanying drawing explanation
Fig. 1 shows the overall schematic of the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides;
Fig. 2 shows the schematic diagram of the adjustable support of the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides;
The bearing that Fig. 3 shows the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides installs the top view of the adjustable support after reinforcing strip additional;
Fig. 4 shows the schematic diagram of a kind of embodiment of steel plate of the adjustable support of the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides;
Fig. 5 shows the schematic diagram of another embodiment of steel plate of the adjustable support of the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides.
Wherein, graphic arts gathers as follows: bearing 110, bearing bar 111, steel plate 112, reinforcing strip 113, outer steel pipe 120, interior steel pipe 130, latch 140, U-shaped holder 150, horizontal shore 160, beam forms 170.
Detailed description of the invention
Also by reference to the accompanying drawings the utility model is described in further detail below by specific embodiment.
Please refer to Fig. 1, Fig. 1 shows the overall schematic of the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides, and the servicing unit for beam column core space reinforcement installation that the present embodiment provides comprises adjustable support and horizontal shore 160.
Please refer to Fig. 2, Fig. 2 shows the schematic diagram of the adjustable support of the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides, adjustable support comprises bearing 110, with the outer steel pipe 120 of multiple through hole, with steel pipe 130, latch 140 and U-shaped holder 150 in multiple through hole, described interior steel pipe 130 is built in described outer steel pipe 120, described latch 140 runs through described outer steel pipe 120 and interior steel pipe 130, described U-shaped holder 150 is fixedly connected with the top of described interior steel pipe 130, and described U-shaped holder 150 is for holding described horizontal shore 160.
Further, described bearing 110 comprises the bearing bar 111 of at least three and the steel plate 112 of respective amount, described steel plate 112 is with plane-parallel and weld with one end of described bearing bar 111, and the other end of described bearing bar 111 is welded in described outer steel pipe 120.
At least three reinforcing bars just can make bearing 110 squares in ground, the equal welding steel 112 in one end of each root reinforcing bar can strengthen bearing 110 and the contact area on ground, increases the stability of bearing 110, prevents bearing 110 from sliding, after increasing lifting surface area, reinforcing bar is not easily fractureed simultaneously.
Further, described bearing comprises three bearing bars 111, and between described three bearing bars 111, spacing is identical.
Three bearing bars 111 are adopted to save cost to greatest extent, alleviate the weight of device entirety, simultaneously, three bearing bars 111 structurally form a triangular pyramid, four faces of triangular pyramid are all triangles, triangle has stability, has firm, firm, withstand voltage feature, makes this adjustable support more reliable.
Please refer to Fig. 3, further, described three bearing bars 111 are welded with the reinforcing strip 113 for reinforcing three bearing bars 111 each other, described reinforcing strip 113 and plane-parallel.
Between three bearing bars 111, install three reinforcing strip, 113, three reinforcing strip 113 additional form an isosceles triangle, make bearing 110 structure of adjustable support more firm, prevent bearing bar 111 from falling apart.
Further, described bearing 110 is highly 100mm, and described U-shaped holder 150 is highly 100mm, and the height of described outer steel pipe 120 is 500mm, the height of described interior steel pipe 130 is 500mm, and the adjustment height scope of described outer steel pipe 120 and described interior steel pipe 130 is 500mm ~ 900mm.According to practical experience, the choosing of these data is best suited for site operation, the adjustment of most convenient constructor and operation.
Further, described horizontal shore 160 is Ф 48*3.6 steel pipe, the bearing bar 111 of described bearing 110 is Ф 20 reinforcing bar, the steel plate 112 of described bearing 110 is 100*100*5 steel plate, described outer steel pipe 120 is Ф 48*3.6 steel pipe, described interior steel pipe 130 is Ф 36*3.6 steel pipe, and described latch 140 is Ф 12 reinforcing bar, and described U-shaped holder 150 is Ф 20 reinforcing bar.The selection of above material, can meet construction needs, can save production cost to greatest extent again.
Further, the length 500mm larger than the width of setting a roof beam in place of described horizontal shore 160.
The concrete length of horizontal shore 160 is that the width of setting a roof beam in place according to reality determines, selection be that the width of beam adds 500mm, the part wider than beam is erected in the U-shaped holder 150 of the adjustable support of both sides correspondence position.
Please refer to Fig. 4, further, bottom the steel plate 112 of described bearing 110, be provided with anti-skidding projection.
Please refer to Fig. 5, further, bottom the steel plate 112 of described bearing 110, be provided with anti-slip veins.
Anti-skidding projection and arranging of anti-slip veins can prevent adjustable support from sliding, and avoid causing potential safety hazard.
The servicing unit for beam column core space reinforcement installation that the utility model embodiment provides is as follows in the application of work progress:
1, erection column stirrup
Stirrup in each post core space is enclosed within the main muscle of post by the quantity of designing requirement.
2, colligation beam main tendon and stirrup
The servicing unit for beam column core space reinforcement installation provided in post core space side the utility model embodiment is erected beam steel temporarily.
Concrete operations mode is as follows: please refer to Fig. 1, the adjustable support of right quantity is selected according to the length of beam, take off the latch 140 of adjustable support, according to the height of the depth of beam adjustment adjustable support that will erect, again latch 140 is run through in the through hole of outer steel pipe 120 and interior steel pipe 130, the placement of adjustable support be spaced apart 2-3m, be evenly distributed on the two ends of beam.
With horizontal shore 160 through the beam that will erect, the two ends of horizontal shore 160 are put in the U-shaped holder 150 of the adjustable support that both sides correspondence position is placed.
By the beam main tendon around designing requirement successively erection column core space and stirrup.
3, stirrup positioning bar is installed
By the spacing of the stirrup of designing requirement adjusting sleeve on the main muscle of post, then stirrup positioning bar is installed, by stirrup positioning bar and column tie-bar colligation firmly or adopt the mode of spot welding the two to be fixed, form overall skeleton, ensure the spacing uniformity of core space stirrup, increase the stability of post and beam structure.
4, mould is entered
After the installation of stirrup positioning bar, the beam steel of core space surrounding is erected by tower crane or mobile crane, remove horizontal shore 160 and adjustable support, beam steel entirety is gently put into beam forms 170.
In sum, the servicing unit for beam column core space reinforcement installation that the utility model embodiment provides comprises horizontal shore 160 for erecting beam and adjustable support, described adjustable support comprises bearing 110, with the outer steel pipe 120 of multiple through hole, with steel pipe 130 in multiple through hole, latch 140 and U-shaped holder 150, described interior steel pipe 130 is built in described outer steel pipe 120, described latch 140 runs through described outer steel pipe 120 and interior steel pipe 130, described U-shaped holder 150 is fixedly connected with the top of described interior steel pipe 130, described U-shaped holder 150 is for holding described horizontal shore 160.
This assistant apparatus structure being used for beam column core space reinforcement installation is firm, safe and reliable, and the design of outer and inner tube can according to the beam adjustment oneself height of differing heights, and use simple, strong operability, effectively can improve efficiency of construction.
For making the object of the utility model embodiment, technical scheme and advantage clearly, above in conjunction with the accompanying drawing in the utility model embodiment, carry out describing clearly and completely to the technical scheme in the utility model embodiment, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.The assembly of the utility model embodiment describing and illustrate in usual accompanying drawing herein can be arranged with various different configuration and design.
Therefore, the detailed description of the above embodiment of the present utility model to providing in the accompanying drawings the claimed scope of the present utility model of not intended to be limiting, but only represent selected embodiment of the present utility model.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
It should be noted that: represent similar terms in similar label and letter accompanying drawing below, therefore, once be defined in an a certain Xiang Yi accompanying drawing, then do not need to define further it and explain in accompanying drawing subsequently.
In description of the present utility model, it should be noted that, term " " center ", " on ", D score, " left side ", " right side ", " vertically ", " level ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, or this utility model product orientation of usually putting or position relationship when using, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.In addition, term " first ", " second ", " the 3rd " etc. only for distinguishing description, and can not be interpreted as instruction or hint relative importance.
In description of the present utility model, also it should be noted that, unless otherwise clearly defined and limited, term " setting ", " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition the concrete meaning of above-mentioned term in the utility model can be understood.

Claims (8)

1. the servicing unit for beam column core space reinforcement installation, it is characterized in that, comprise the horizontal shore for erecting beam and adjustable support, described adjustable support comprises bearing, with the outer steel pipe of multiple through hole, with steel pipe, latch and U-shaped holder in multiple through hole, described interior steel pipe is built in described outer steel pipe, described latch runs through described outer steel pipe and interior steel pipe, and described U-shaped holder is fixedly connected with the top of described interior steel pipe, and described U-shaped holder is used for holding described horizontal shore.
2. the servicing unit for beam column core space reinforcement installation according to claim 1, it is characterized in that, described bearing comprises the bearing bar of at least three and the steel plate of respective amount, described steel plate is with plane-parallel and weld with one end of described bearing bar, and the other end of described bearing bar is welded in described outer steel pipe.
3. the servicing unit for beam column core space reinforcement installation according to claim 2, is characterized in that, described bearing comprises three bearing bars, and between described three bearing bars, spacing is identical.
4. the servicing unit for beam column core space reinforcement installation according to claim 3, is characterized in that, described three bearing bars are welded with the reinforcing strip for reinforcing three bearing bars each other, described reinforcing strip and plane-parallel.
5. the servicing unit for beam column core space reinforcement installation according to claim 1, it is characterized in that, described height of support is 100mm, described U-shaped holder is highly 100mm, the height of described outer steel pipe is 500mm, the height of described interior steel pipe is 500mm, and the adjustment height scope of described outer steel pipe and described interior steel pipe is 500mm ~ 900mm.
6. the servicing unit for beam column core space reinforcement installation according to any one of claim 1-5, it is characterized in that, described horizontal shore is Ф 48*3.6 steel pipe, the bearing bar of described bearing is Ф 20 reinforcing bar, the steel plate of described bearing is 100*100*5 steel plate, and described outer steel pipe is Ф 48*3.6 steel pipe, and described interior steel pipe is Ф 36*3.6 steel pipe, described latch is Ф 12 reinforcing bar, and described U-shaped holder is Ф 20 reinforcing bar.
7. the servicing unit for beam column core space reinforcement installation according to claim 1, is characterized in that, the length 500mm larger than the width of setting a roof beam in place of described horizontal shore.
8. the servicing unit for beam column core space reinforcement installation according to claim 1, is characterized in that, is provided with anti-slip veins or anti-skidding projection bottom the steel plate of described bearing.
CN201520502563.0U 2015-07-13 2015-07-13 For the servicing unit of beam column core space reinforcement installation Active CN204940874U (en)

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Application Number Priority Date Filing Date Title
CN201520502563.0U CN204940874U (en) 2015-07-13 2015-07-13 For the servicing unit of beam column core space reinforcement installation

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Application Number Priority Date Filing Date Title
CN201520502563.0U CN204940874U (en) 2015-07-13 2015-07-13 For the servicing unit of beam column core space reinforcement installation

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105970988A (en) * 2016-06-08 2016-09-28 中国建筑第八工程局有限公司 Construction method for installing elevator shaft side wall rebars in raft foundation
CN108582464A (en) * 2018-04-25 2018-09-28 广东省智能制造研究所 A kind of building beam column intelligent manufacturing equipment
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

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105970988A (en) * 2016-06-08 2016-09-28 中国建筑第八工程局有限公司 Construction method for installing elevator shaft side wall rebars in raft foundation
CN108582464A (en) * 2018-04-25 2018-09-28 广东省智能制造研究所 A kind of building beam column intelligent manufacturing equipment
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

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Legal Events

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C14 Grant of patent or utility model
GR01 Patent grant
TR01 Transfer of patent right
TR01 Transfer of patent right

Effective date of registration: 20180606

Address after: 030006 9-12, C block 32, South Pingyang Road, Xiaodian District, Taiyuan, Shanxi.

Patentee after: Shanxi Construction Engineering Co., Ltd.

Address before: No. 9, new road, Taiyuan, Shanxi Province

Co-patentee before: Jia Hongjun

Patentee before: Shanxi Construction Engineering (Group) Corporation

Co-patentee before: Cui Feng

Co-patentee before: Liang Xiaodong

Co-patentee before: Shen Le

Co-patentee before: Shen Yizhong

Co-patentee before: Li Long