CN218952803U - Plain type cast in situ concrete collar tie beam formwork device - Google Patents
Plain type cast in situ concrete collar tie beam formwork device Download PDFInfo
- Publication number
- CN218952803U CN218952803U CN202223557291.3U CN202223557291U CN218952803U CN 218952803 U CN218952803 U CN 218952803U CN 202223557291 U CN202223557291 U CN 202223557291U CN 218952803 U CN218952803 U CN 218952803U
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- Prior art keywords
- place concrete
- ring beam
- beam formwork
- template
- cast
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- 238000009415 formwork Methods 0.000 title claims abstract description 35
- 238000011065 in-situ storage Methods 0.000 title description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 14
- 238000010079 rubber tapping Methods 0.000 claims description 11
- 238000010276 construction Methods 0.000 abstract description 19
- 238000000034 method Methods 0.000 abstract description 9
- 239000000463 material Substances 0.000 abstract description 4
- 238000004064 recycling Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 12
- 229910052742 iron Inorganic materials 0.000 description 6
- 238000007493 shaping process Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The utility model discloses a simple cast-in-place concrete ring beam formwork device, which comprises a formwork used for being fixed on a masonry wall, wherein the formwork comprises a top plate and side plates fixedly arranged on two sides of the top plate, reserved bolt holes are formed in the side plates and are used for connecting the side plates with the masonry wall, and reserved vibrating holes are formed in the top plate; the template is a shaped aluminum alloy template. The setting of the setting aluminum alloy template simplifies the construction process of the cast-in-place concrete ring beam to a great extent, has lower cost and convenient transportation, has high recycling rate, and saves materials and construction cost to a great extent.
Description
Technical Field
The utility model relates to the technical field of ring beam templates, in particular to a simple cast-in-place concrete ring beam formwork device.
Background
In general, a ring beam template is a wood template, a wooden support or a steel pipe is adopted for positioning, and when the ring beam template is fixed by the steel pipe, a cross belt shoulder pole is required to penetrate through a wall, a hole is reserved at a position 24cm away from the ring beam elevation, and the distance is about 50 cm. By adopting the method, the ring beam concrete is also leaked to a certain extent during pouring, and meanwhile, the wall body is provided with the wall through holes, so that the wall body strength is reduced to a certain extent.
At present, in the construction process of the ring beam template, the original construction method adopts iron wires or opposite-pulling screws for fixing. But during construction, the construction speed is low by adopting iron wire fixation or screw fixation, and the construction efficiency can not be improved well by adopting the iron wire fixation or screw fixation. To above-mentioned problem, this application provides a plain type cast in situ concrete collar tie beam formwork device.
Disclosure of Invention
The utility model provides a simple cast-in-place concrete ring beam formwork device, which has the advantages that the cast-in-place concrete ring beam construction process is greatly simplified, the cost is lower, the transportation is convenient, the repeated utilization rate is high, and the material and construction cost are greatly saved.
The technical problems to be solved are as follows: at present, in the construction process of the ring beam template, the original construction method adopts iron wires or opposite-pulling screws for fixing. But during construction, the construction speed is low by adopting iron wire fixation or screw fixation, and the construction efficiency can not be improved well by adopting the iron wire fixation or screw fixation.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model relates to a simple cast-in-place concrete ring beam formwork device which comprises a formwork used for being fixed on a masonry wall, wherein the formwork comprises a top plate and side plates fixedly arranged on two sides of the top plate, reserved bolt holes are formed in the side plates and are used for connecting the side plates with the masonry wall, and reserved vibrating holes are formed in the top plate.
The utility model relates to a simple cast-in-place concrete ring beam formwork supporting device, and further discloses a shaping aluminum alloy formwork.
The utility model relates to a simple cast-in-place concrete ring beam formwork device, which is characterized in that a top plate and a side plate are integrally bent and formed.
The utility model relates to a simple cast-in-place concrete ring beam formwork device, which is characterized in that a plurality of reserved bolt holes are formed in the lower part of a side plate and are arranged at intervals along the length direction of the side plate.
The utility model relates to a simple cast-in-place concrete ring beam formwork device, which is characterized in that a plurality of reserved vibrating holes are formed at intervals along the length direction of a top plate.
The utility model relates to a simple cast-in-place concrete ring beam formwork device, which is characterized in that the wall thickness of a formwork is 3mm.
The utility model relates to a simple cast-in-place concrete ring beam formwork device, which is further characterized in that self-tapping screws are arranged in reserved bolt holes and are used for connecting side plates with masonry walls.
The utility model relates to a simple cast-in-place concrete ring beam formwork device, and further provides a self-tapping screw with the length of 50mm.
Compared with the prior art, the utility model has the following beneficial effects:
1. according to the method, the setting of the setting aluminum alloy template enables the construction process of the cast-in-place concrete ring beam to be simplified to a great extent, the cost is low, the transportation is convenient, the repeated utilization rate is high, and the materials and the construction cost are saved to a great extent;
2. the template is fixed with the masonry wall through the self-tapping screw, so that leakage during concrete pouring is effectively prevented.
The utility model is further described below with reference to the accompanying drawings.
Drawings
FIG. 1 is a schematic view of a modular aluminum alloy template mounting structure according to the present utility model;
FIG. 2 is a side view of a patterned aluminum alloy template of the present utility model;
FIG. 3 is a top view of a patterned aluminum alloy template of the present utility model.
Reference numerals:
1. masonry wall; 2. a template; 21. a top plate; 22. a side plate; 3. self-tapping screw; 4. reserving vibrating holes; 5. and reserving a bolt hole.
Detailed Description
As shown in fig. 1-3, the simple cast-in-place concrete ring beam formwork device comprises a formwork 2 fixed on a masonry wall 1, wherein the formwork 2 is a 3 mm-thick formed aluminum alloy formwork, the formwork comprises a top plate 21 and side plates 22 fixed on two sides of the top plate 21, the top plate 21 and the side plates 22 are enclosed to form a casting cavity for casting ring beams, the top plate 21 and the side plates 22 are integrally bent and formed, and the size of the formwork 2 is set according to engineering requirements.
Reserved bolt holes 5 are formed in the side plates 22 and used for connecting the side plates 22 with the masonry wall 1, the reserved bolt holes 5 are formed in the lower portions of the side plates 22 and are arranged at intervals along the length direction of the side plates 22, and the intervals between the reserved bolt holes 5 are set according to engineering requirements.
The reserved vibrating holes 4 are formed in the top plate 21, the reserved vibrating holes 4 are formed in the length direction of the top plate 21 at intervals and used for vibrating concrete in the formwork 2, and the size and the distance of the reserved vibrating holes 4 can be set according to engineering requirements.
Further, a self-tapping screw 3 is arranged in the reserved bolt hole 5, and the length of the self-tapping screw 3 is 50mm and is used for connecting the side plate 22 with the masonry wall 1.
This application is through setting up the design aluminum alloy template 2 for cast in situ concrete collar tie beam construction technology to a great extent has been simplified, and the cost is lower, and it is convenient to transport, but reuse rate is high, and to a great extent has saved material and construction cost, and is fixed template 2 and masonry wall through self-tapping screw 3, the effectual emergence of seepage condition when preventing concrete placement.
The installation method comprises the following steps:
the method comprises the steps of installing a 3 mm-thick shaping aluminum alloy template 2 on a masonry wall, fixing the shaping aluminum alloy template 2 on the masonry wall by adopting self-tapping screws 3 according to reserved bolt holes 5, finishing the step thickness, namely finishing the erection of the template 2 at a cast-in-place concrete ring beam, and carrying out concrete vibrating construction through reserved vibrating holes 4 when concrete is poured.
After the use is finished, when the aluminum alloy template is disassembled, before the disassembly, the bottom self-tapping screw 3 is disassembled, and then the shaped aluminum alloy template 2 is disassembled.
The above examples are only illustrative of the preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, and various modifications and improvements made by those skilled in the art to the technical solution of the present utility model should fall within the scope of protection defined by the claims of the present utility model without departing from the spirit of the present utility model.
Claims (8)
1. Simple cast-in-place concrete circle roof beam formwork device, its characterized in that: including template (2) that are used for fixing on brickwork wall (1), template (2) include roof (21) and set firmly curb plate (22) in roof (21) both sides, reserved bolt hole (5) have been seted up on curb plate (22) for be connected curb plate (22) and brickwork wall (1), reserved vibrating hole (4) have been seted up on roof (21).
2. A plain cast-in-place concrete ring beam formwork apparatus as defined in claim 1, wherein: the template (2) is a shaped aluminum alloy template.
3. A plain cast-in-place concrete ring beam formwork apparatus as defined in claim 2, wherein: the top plate (21) and the side plate (22) are integrally bent and formed.
4. A plain cast-in-place concrete ring beam formwork apparatus as defined in claim 1, wherein: the reserved bolt holes (5) are formed in the lower portion of the side plate (22), and a plurality of reserved bolt holes are formed in the side plate (22) at intervals along the length direction of the side plate.
5. A plain cast-in-place concrete ring beam formwork apparatus as defined in claim 1, wherein: the reserved vibrating holes (4) are formed in a plurality of at intervals along the length direction of the top plate (21).
6. A plain cast-in-place concrete ring beam formwork apparatus as defined in claim 2, wherein: the wall thickness of the template (2) is 3mm.
7. A plain cast-in-place concrete ring beam formwork apparatus as defined in claim 1, wherein: the reserved bolt holes (5) are internally provided with self-tapping screws (3) for connecting the side plates (22) with the masonry wall (1).
8. The plain cast-in-place concrete ring beam formwork apparatus as claimed in claim 7, wherein: the length of the self-tapping screw (3) is 50mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223557291.3U CN218952803U (en) | 2022-12-30 | 2022-12-30 | Plain type cast in situ concrete collar tie beam formwork device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223557291.3U CN218952803U (en) | 2022-12-30 | 2022-12-30 | Plain type cast in situ concrete collar tie beam formwork device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218952803U true CN218952803U (en) | 2023-05-02 |
Family
ID=86138093
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223557291.3U Active CN218952803U (en) | 2022-12-30 | 2022-12-30 | Plain type cast in situ concrete collar tie beam formwork device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218952803U (en) |
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2022
- 2022-12-30 CN CN202223557291.3U patent/CN218952803U/en active Active
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