CN214575641U - Whole mobile device of concrete wall body template is contained to apron - Google Patents
Whole mobile device of concrete wall body template is contained to apron Download PDFInfo
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- CN214575641U CN214575641U CN202120198440.8U CN202120198440U CN214575641U CN 214575641 U CN214575641 U CN 214575641U CN 202120198440 U CN202120198440 U CN 202120198440U CN 214575641 U CN214575641 U CN 214575641U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000010276 construction Methods 0.000 abstract description 34
- 238000000034 method Methods 0.000 abstract description 7
- 230000005012 migration Effects 0.000 abstract description 4
- 238000013508 migration Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 6
- 238000009434 installation Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a cover plate culvert concrete wall template integral moving device, which comprises a wall side template, a handle, a deformed steel bar, a bearing, universal wheels and a U-shaped bottom support; the wall body side template comprises a left template and a right template, and the left template and the right template are symmetrically fixed on the U-shaped bottom support; two through holes are arranged along the length direction of the U-shaped bottom support, and the width of a concrete wall to be poured is arranged between the left template and the right template; two screw-thread steel poles are installed respectively in two through-holes of U type collet, and the whole lateral migration construction technique of universal wheel concrete cast-in-place wall body side form is installed to the bottom of U type collet, adopts universal pulley and the common channel-section steel of job site, can make the construction save time more, laborsaving, forms through universal wheel and simple and easy steel sheet welding, does not need too many expenses, but manifold cycles uses, can accurately move the template position of pouring required. The construction time of the culvert can be greatly shortened, the working efficiency is improved, the construction period is shortened, and more construction cost is saved for the project.
Description
Technical Field
The utility model discloses a whole lateral migration construction equipment of cast-in-place wall body side form board of concrete belongs to culvert construction technical field.
Background
The cast-in-place concrete wall body comprises: culvert walls, retaining wall walls, and the like. Taking a cover plate culvert as an example: the common small-sized structures in the roadbed engineering have the characteristics of simple structure, easy maintenance, low manufacturing cost and the like, and generally have the functions of water passing, pedestrian movement, vehicle movement and the like. The span is generally less than 5 meters, the height of the wall body is generally 4-5 meters, the culvert length is generally 20-30 meters, the high backfill section is even up to 40 meters or more, most construction organizations consider the structural characteristics, the on-site pouring conditions, the utilization rate of turnover materials and the like, and the construction is generally divided into multi-section construction. Therefore, the construction period of the culvert engineering as a control engineering has certain influence on the whole construction period of the roadbed.
The traditional construction method of the cover plate culvert cast-in-situ wall side form comprises the following steps: the method comprises the following steps of hoisting a formwork block in place by a crane, reinforcing and splicing by matching with manual work, installing and fixing an end formwork after an inner formwork and an outer formwork are assembled, and disassembling the formwork block and installing the next section by matching with the crane and the manual work when the concrete to be poured reaches a certain condensation strength. The traditional construction and assembly cycle is long, the high-altitude operation is accompanied, and the dangerous working procedure is large.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a concrete cast-in-place wall side form whole lateral migration device in order to solve in the concrete cast-in-place wall work progress that reasons such as support, template repeated dismantlement, construction site are narrow and small slow, support, template consumption are big, and personnel drop into greatly, technical problem such as dangerous great process, specially provide a concrete cast-in-place wall side form to solved above-mentioned a series of problems, realized quick, high efficiency, safe construction. The time for installing and detaching the template construction among the segments is reduced, and the construction period is saved; the working efficiency is improved, and the cost of the machine tool is reduced; effectively avoid the aerial work and the construction of continuous hoisting operation, increase construction operation security.
The utility model discloses a technical scheme for apron culvert concrete wall template whole mobile device, hold 6 including wall side form 1, handle 2, screw-thread steel pole 3, bearing 4, universal wheel 5 and U type end. The wall body side template 1 comprises a left template and a right template, and the left template and the right template are symmetrically fixed on the U-shaped bottom bracket 6; two through holes are arranged along the length direction of the U-shaped bottom support 6, and the width of the concrete wall to be poured is arranged between the left template and the right template. Two screw-thread steel poles 3 are respectively arranged in two through holes of a U-shaped bottom support 6, and universal wheels 5 are arranged at the bottom of the U-shaped bottom support 6. One end of each screw steel rod 3 is provided with a handle 2, and the other end is provided with a bearing 4.
Furthermore, the screw steel rod 3 and the inner ring of the bearing 4 are welded on the U-shaped bottom support 6, and the inner ring and the outer ring of the bearing 4 are in sliding fit.
Further, the U-shaped bottom bracket 6 is a channel steel.
The utility model is characterized in that: the side mold integral transverse moving device can integrally move the combined steel template.
The utility model has the advantages that:
1. simple manufacture, flexible installation and disassembly, low cost and repeated use.
2. And the mounting and dismounting construction period of the template among the segments is shortened.
3. The operation is convenient, and the construction cost is saved.
4. The high-altitude operation and the hoisting operation are reduced, and the construction safety of the template is improved.
Drawings
Fig. 1 is a schematic top view of the present invention.
Fig. 2 is a schematic side view of the present invention.
Fig. 3 is a schematic sectional view of the present invention.
In the figure: 1. wall body side form board, 2, handle, 3, screw-thread steel, 4, bearing, 5, universal wheel, 6, U type collet.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings:
as shown in fig. 1-3, the device for moving the whole slab culvert concrete wall form comprises a wall side form 1, a handle 2, a threaded steel rod 3, a bearing 4, a universal wheel 5 and a U-shaped bottom support 6. The wall body side template 1 comprises a left template and a right template, and the left template and the right template are symmetrically fixed on the U-shaped bottom bracket 6; two through holes are arranged along the length direction of the U-shaped bottom support 6, and the width of the concrete wall to be poured is arranged between the left template and the right template. Two screw-thread steel poles 3 are respectively arranged in two through holes of a U-shaped bottom support 6, and universal wheels 5 are arranged at the bottom of the U-shaped bottom support 6. One end of each screw steel rod 3 is provided with a handle 2, and the other end is provided with a bearing 4. The handle 2 is used to push the whole structure.
Furthermore, on the screw-thread steel rod 3 and the inner ring of the bearing 4, the outer ring of the bearing 4 is welded on the U-shaped bottom support 6, and the inner ring and the outer ring of the bearing 4 are in sliding fit for adjusting the pushing direction.
Further, the U-shaped bottom bracket 6 is a channel steel.
Firstly, one section of the wall body is constructed, the template and the inner steel tube support frame of the section of the wall body are only assembled, after the section of the wall body concrete is poured, the template and the inner frame are loosened, the template and the inner frame are moved to the next section, and the concrete is poured after the reinforcement and adjustment are carried out. The cover plate culvert integral formwork moving construction technology comprises the following steps: the template moves integrally without disassembly and quick installation.
The whole lateral migration construction technology of concrete cast-in-place wall body side form adopts universal pulley and the common channel-section steel of job site, can make the construction save time more, laborsaving, forms through universal pulley and simple and easy steel sheet welding, does not need too many expenses, but manifold cycles uses, can accurately move the template position of pouring to needs.
The conventional method is that after a foundation is made, the longitudinal and transverse axes are laid, and two sets of templates and steel pipe frames are needed to ensure construction progress and design optimization of construction organization. The steel pipe frame is erected to every section of culvert body, the template is assembled and the reinforcement needs 3 days, the split bolts are installed and finally the reinforcement is carried out for 1 day, the pump truck pumping is adopted for pouring concrete, the manual matching method consumes 1 day, the template is disassembled every other day, the full frame and the template are completely separated and conveniently moved during the template disassembly so as to be assembled again, the time is consumed for 2 days, and the construction process of every section of culvert body is 7 days in total.
Use the utility model discloses a concrete cast-in-place wall body engineering overall form removes construction back, also need not dismantle steel-pipe frame, template, also need not the crane installation, saves a crane platform shift fee and crane installation time and crane safener alone, and the couple two people. Originally, the culvert template needs 7 days for moving and pouring once, and the moving and pouring time of the template is greatly shortened to 4 days. The whole process saves about 10 shifts of manpower and about 2 shifts of the crane.
Therefore, the concrete cast-in-place wall engineering integral template moving construction technology is used, the culvert construction time can be greatly shortened, the working efficiency is improved, the construction period time is shortened, and more construction cost is saved for projects.
Claims (3)
1. The whole moving device of the slab culvert concrete wall template is characterized in that: the wall body side template comprises a left template and a right template, and the left template and the right template are symmetrically fixed on the U-shaped bottom support; two through holes are arranged along the length direction of the U-shaped bottom support, and the width of a concrete wall to be poured is arranged between the left template and the right template; the two threaded steel rods are respectively arranged in two through holes of the U-shaped bottom support, and universal wheels are arranged at the bottom of the U-shaped bottom support; one end of each screw steel rod is provided with a handle, and the other end is provided with a bearing.
2. The device for integrally moving the slab culvert concrete wall form as claimed in claim 1, wherein: the screw-thread steel rod and the inner ring of the bearing are welded on the U-shaped bottom support, and the inner ring and the outer ring of the bearing are in sliding fit.
3. The device for integrally moving the slab culvert concrete wall form as claimed in claim 1, wherein: the U-shaped bottom support is a channel steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120198440.8U CN214575641U (en) | 2021-01-25 | 2021-01-25 | Whole mobile device of concrete wall body template is contained to apron |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120198440.8U CN214575641U (en) | 2021-01-25 | 2021-01-25 | Whole mobile device of concrete wall body template is contained to apron |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214575641U true CN214575641U (en) | 2021-11-02 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120198440.8U Active CN214575641U (en) | 2021-01-25 | 2021-01-25 | Whole mobile device of concrete wall body template is contained to apron |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214575641U (en) |
-
2021
- 2021-01-25 CN CN202120198440.8U patent/CN214575641U/en active Active
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