CN215717173U - Construction equipment for hanging, splicing and lifting vertical templates of building - Google Patents
Construction equipment for hanging, splicing and lifting vertical templates of building Download PDFInfo
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- CN215717173U CN215717173U CN202121023192.XU CN202121023192U CN215717173U CN 215717173 U CN215717173 U CN 215717173U CN 202121023192 U CN202121023192 U CN 202121023192U CN 215717173 U CN215717173 U CN 215717173U
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Abstract
The utility model relates to construction equipment for hanging, splicing and lifting a building vertical template, which comprises an I-steel hanging head, I-steel, pulley hanging points, a turn buckle, a hanging rod and a U-shaped clamping ring, wherein the I-steel is arranged at any position of a steel platform through the I-steel hanging head, the pulley hanging points are arranged on the I-steel, the pulley hanging points are connected with the hanging rod through the turn buckle, the U-shaped clamping ring is arranged at the tail end of the hanging rod, and the U-shaped clamping ring is used for connecting the vertical template. According to the utility model, the binding and pouring of the steel bars of the vertical wall are firstly carried out, the vertical wall template is lifted along with the steel platform after being demoulded, and then the pouring of the beam plate is carried out. The suspended formwork system is flexible in arrangement, is suitable for various structures and layer heights, and can enable the vertical formwork to be disassembled and lifted along with the steel platform. By using the construction equipment and the construction method, the original processes of disassembling, assembling and transporting the vertical template are omitted, and the effects of reducing the labor intensity of workers and shortening the construction period are achieved.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a construction device for hanging, splicing and lifting a building vertical template.
Background
The existing high-rise building construction process is mainly a traditional process, namely, one-time pouring of concrete is carried out after templates are erected and vertical and horizontal steel bars are bound. Although the traditional process is mature, the template can not be disassembled and assembled in a scattered way, and the template assembling and disassembling transportation time accounts for a large proportion in the construction period using the traditional process. From the perspective of shortening the construction period, improving the construction efficiency and reducing the labor intensity of workers, the processes of splicing, dismantling and transporting the templates need to be simplified or even cancelled.
Disclosure of Invention
The utility model aims to solve the technical problem of providing construction equipment for hanging, splicing and lifting a building vertical template, which can reduce labor and construction period of the vertical template.
The technical scheme adopted by the utility model for solving the technical problems is as follows: the utility model provides a construct vertical template of building and hang whole construction equipment of piecing together and putting up for install on the steel platform of building machine, hang head, I-steel, pulley hoisting point, basket of flowers bolt, jib and U-shaped snap ring including the I-steel, the I-steel hangs the head through the I-steel and arranges in the steel platform optional position, the pulley hoisting point sets up on the I-steel, the pulley hoisting point passes through basket of flowers bolt and is connected with the jib, the U-shaped snap ring sets up the end at the jib, the U-shaped snap ring is used for connecting vertical template.
In the above scheme, the hanger rod is a hanger rod with adjustable length.
In the scheme, the I-steel hanging heads are fixed on the lower chord of the bailey truss of the steel platform through the clamping plates and the bolts, the upper wing plate of the I-steel penetrates through the two I-steel hanging heads to realize hanging, and the I-steel can move between the two I-steel hanging heads.
In the scheme, the two ends of the I-shaped steel are provided with the limiting bolts.
In the scheme, the reserved hole is formed in the horizontal template beside the vertical template, and the telescopic angle die is arranged in the reserved hole.
In the above scheme, before vertical wall body pours, prop with the location and support the reservation entrance to a cave position and make and support fixedly, the location props one end and passes through the bolt and fix with vertical template, and the other end is equipped with the baffle that supports horizontal template.
The utility model also provides a construction method of the construction equipment for hanging, splicing and lifting the building vertical templates, the vertical templates and the hanging rods realize the movement on the I-shaped steel through pulley hanging points, the die withdrawing of the vertical templates is realized, the reinforcement binding and pouring of the vertical wall are carried out after the die withdrawing of the first layer of vertical templates, the inner and outer templates of all the vertical walls are lifted along with the steel platform after the die withdrawing, and the reinforcement binding and pouring of the previous layer of vertical wall are carried out.
The construction equipment for hanging, splicing and lifting the vertical template of the building has the following beneficial effects:
according to the utility model, the binding and pouring of the steel bars of the vertical wall are firstly carried out, the vertical wall template is lifted along with the steel platform after being demoulded, and then the pouring of the beam plate is carried out. The template hanging system is flexible in arrangement and suitable for various structures and layer heights, and can enable the vertical template to be disassembled and lifted along with the steel platform. By using the construction equipment and the construction method, the original processes of disassembling, assembling and transporting the vertical template are omitted, and the effects of reducing the labor intensity of workers and shortening the construction period are achieved.
Drawings
The utility model will be further described with reference to the accompanying drawings and examples, in which:
FIG. 1 is a front view of the construction equipment for hanging, splicing and lifting the building vertical formwork according to the present invention;
FIG. 2 is a side view of the construction equipment for hanging, splicing and lifting the building vertical formwork according to the present invention;
FIG. 3 is a construction schematic diagram of the construction equipment for hanging, splicing and lifting the building vertical template;
FIG. 4 is a schematic view of a reserved hole;
5-13 are flow charts of construction methods of the building vertical template suspension, assembly and lifting.
Detailed Description
For a more clear understanding of the technical features, objects and effects of the present invention, embodiments of the present invention will now be described in detail with reference to the accompanying drawings.
As shown in fig. 1-4, the construction equipment for hanging, splicing and lifting a building vertical template 8 of the utility model is used for being installed on a steel platform 1 of a building machine and comprises a hanging template system, wherein the hanging template system comprises an I-steel hanging head 2, I-steel 3, a pulley hanging point 4, a turn buckle 5, a hanging rod 6 and a U-shaped clamping ring 7. I-steel 3 arranges in steel platform 1 optional position through I-steel hanging head 2, and pulley hoisting point 4 sets up on I-steel 3, and pulley hoisting point 4 passes through turn buckle 5 and is connected with jib 6, and U-shaped snap ring 7 sets up the end at jib 6, and U-shaped snap ring 7 is used for connecting vertical template 8.
The building machine in this embodiment may be the building machine described in chinese patent CN 111219055A. Make building machine's top platform and hang required template system for vertical form 8 and provide the mounted position, make building machine from the jacking simultaneously and can drive vertical form 8 synchronous lifting, realize that vertical form 8 breaks away from the operation layer and stably hangs. The template lifting system has high adaptability. The template hanging system can be arranged at any position of the lower chord of the Bailey truss steel platform 1, and the I-steel 3 can move between the two hanging heads 2 to change the overhanging length of the I-steel 3 and can reach the position of each vertical template 8. The vertical template 8 can realize the mould closing and mould releasing of the template by a template hanging system. And reserving a die stripping and assembling stroke for the pulley hoisting point 4 on the I-steel 3, after the vertical structural concrete is poured, withdrawing and lifting the vertical template 8, and after the next layer of vertical structural steel bars are bound, pushing the vertical template 8 back to assemble the die.
The I-steel hanging head 2 is fixed on the lower chord of the bailey truss in a form of a clamping plate and a bolt; the upper wing plate of the I-steel 3 passes through the two I-steel hanging heads 2 to realize hanging. The I-steel 3 can move between the two hanging heads 2, and the two ends of the I-steel 3 are limited by bolts to prevent falling off. The pulley hanging head 2 is arranged on the lower wing plate of the I-shaped steel 3 and can slide on the lower wing plate of the I-shaped steel 3; the turn buckle 5 is provided with an adjustable suspender 6 and is arranged on the pulley hanging head 2; and finally, installing a U-shaped clamping ring 7 for connecting the suspender 6 with the vertical template 8.
Because vertical template 8 and horizontal template 9 all erect in earlier stage, and vertical template 8 need promote after pouring for the first time, so reserve entrance to a cave 10 design to horizontal template 9 by vertical template 8. The position of the reserved hole 10 is provided with a telescopic angle die 11, so that the die is convenient to withdraw and lift. The reserved hole 10 can realize normal demolding and lifting of the vertical template 8, and after the vertical template 8 is lifted, plate supplementing is carried out once, so that concrete pouring of the beam plate is prevented from being influenced.
Before the vertical wall 13 is poured, 3-4 positioning supports 12 are used for supporting and fixing the reserved hole 10, so that the vertical template 8 is prevented from expanding when concrete is poured on the vertical wall 13. The positioning support 12 is provided with a hole at one end which is fixedly connected with the vertical wall formwork hole by a bolt, a baffle is arranged at one end to abut against the horizontal formwork 9, and the distance between the positioning support 12 and the baffle is the width of a reserved hole 10 (secondary slab patching).
The utility model also provides a construction method of the construction equipment, which comprises the following steps: the vertical templates 8 and the suspenders 6 move on the I-shaped steel 3 through the pulley hoisting points 4, so that the vertical templates 8 are disassembled, the steel bar binding and pouring of the vertical wall 13 are carried out after the first-layer vertical templates 8 are assembled, the inner and outer templates of all the vertical walls 13 are disassembled and lifted along with the steel platform 1, and the steel bar binding and pouring of the upper-layer vertical wall 13 are carried out.
The specific implementation process refers to the attached figures 5-13, the construction period is 4 days/floor by means of a bailey truss steel platform constructed by a light building machine on an operation floor, and only key working procedures are described as follows:
And 7, pouring wall concrete: and (5) pouring n layers of wall concrete, and erecting a formwork for n +1 layers of beam slabs.
And step 10, returning to the first step, entering an initial state, and performing cyclic reciprocating construction operation.
While the present invention has been described with reference to the embodiments shown in the drawings, the present invention is not limited to the embodiments, which are illustrative and not restrictive, and it will be apparent to those skilled in the art that various changes and modifications can be made therein without departing from the spirit and scope of the utility model as defined in the appended claims.
Claims (6)
1. The utility model provides a building vertical form hangs whole construction equipment of piecing together and putting up for install on the steel platform of building machine, its characterized in that hangs head, I-steel, pulley hoisting point, basket of flowers bolt, jib and U-shaped snap ring including the I-steel, the I-steel hangs the head through the I-steel and arranges in the steel platform optional position, the pulley hoisting point sets up on the I-steel, the pulley hoisting point passes through basket of flowers bolt and is connected with the jib, the U-shaped snap ring sets up the end at the jib, the U-shaped snap ring is used for connecting vertical form.
2. The construction equipment for hanging and integrally splicing the building vertical template according to claim 1, wherein the suspender is a length-adjustable suspender.
3. The construction equipment for hanging, splicing and lifting the building vertical template according to claim 1, wherein the I-steel hanging heads are fixed on a bailey truss lower chord of the steel platform through a clamping plate and a bolt, an upper wing plate of the I-steel passes through the two I-steel hanging heads to realize hanging, and the I-steel can move between the two I-steel hanging heads.
4. The construction equipment for hanging, splicing and lifting the building vertical template according to claim 3, wherein two ends of the I-shaped steel are provided with limiting bolts.
5. The construction equipment for hanging, splicing and lifting the building vertical template according to claim 1, wherein a reserved hole is formed in a horizontal template beside the vertical template, and a telescopic angle template is arranged in the reserved hole.
6. The construction equipment for hanging, splicing and lifting the building vertical template according to claim 5, wherein a position of the reserved hole is supported and fixed by a positioning support before the vertical wall is poured, one end of the positioning support is fixed with the vertical template through a bolt, and the other end of the positioning support is provided with a baffle plate for abutting against the horizontal template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121023192.XU CN215717173U (en) | 2021-05-13 | 2021-05-13 | Construction equipment for hanging, splicing and lifting vertical templates of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121023192.XU CN215717173U (en) | 2021-05-13 | 2021-05-13 | Construction equipment for hanging, splicing and lifting vertical templates of building |
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| Publication Number | Publication Date |
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| CN215717173U true CN215717173U (en) | 2022-02-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202121023192.XU Active CN215717173U (en) | 2021-05-13 | 2021-05-13 | Construction equipment for hanging, splicing and lifting vertical templates of building |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022237482A1 (en) * | 2021-05-13 | 2022-11-17 | 中建三局第三建设工程有限责任公司 | Construction apparatus and method for hanging, integrally assembling, and integrally lifting building vertical formwork |
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2021
- 2021-05-13 CN CN202121023192.XU patent/CN215717173U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022237482A1 (en) * | 2021-05-13 | 2022-11-17 | 中建三局第三建设工程有限责任公司 | Construction apparatus and method for hanging, integrally assembling, and integrally lifting building vertical formwork |
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