CN220167485U - V-shaped cast-in-place concrete cylinder template structure - Google Patents
V-shaped cast-in-place concrete cylinder template structure Download PDFInfo
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- CN220167485U CN220167485U CN202321704321.0U CN202321704321U CN220167485U CN 220167485 U CN220167485 U CN 220167485U CN 202321704321 U CN202321704321 U CN 202321704321U CN 220167485 U CN220167485 U CN 220167485U
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 16
- 229910052742 iron Inorganic materials 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 15
- 238000005516 engineering process Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 239000002699 waste material Substances 0.000 abstract description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000000465 moulding Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 241000264877 Hippospongia communis Species 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000009430 construction management Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
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Abstract
A V-shaped cast-in-place concrete cylinder template structure aims at solving the problem that the number of special templates and the stability of the template structure are reduced by adopting three-section construction for a V-shaped column. The scheme is as follows: the template structure comprises: the lower part of the cylinder is composed of a coincident section template part, a vertical cylinder section template part and an inclined cylinder section template part. The beneficial effects of the utility model are as follows: the template structure is combined with the V-shaped column to adopt the three-section construction process, so that the molding quality of the V-shaped column can be ensured, the safety risk is reduced, the use quantity of special arc templates and single column hoops is reduced, the cost is saved, the construction efficiency is improved, the material waste is reduced, the construction technology difficulty is reduced, and the like.
Description
Technical Field
The utility model relates to a cast-in-situ concrete template structure in the building industry, in particular to a V-shaped cast-in-situ concrete cylinder template structure.
Background
The hall is designed to protrude from the hall to suspend tension, and the double column is optimized to be a V-shaped column. Meets the structural stability and simultaneously is matched with the whole design. "V" symbolizes winning and also means "lifting", in concert with the educational theme-lifting the sun on tomorrow. The V-shaped modeling emphasizes the space sequence of the main entrance and the square, and enhances the recognition and the plasticity. However, the design of the V-shaped column structure with complicated space has very high requirements on the technical level and experience of project constructors. The construction technology of binding the steel bars at one time, erecting a full-hall support scaffold on the outer vertical surface of the inclined column in the inclined direction and integrally pouring concrete is adopted, so that the problems of the forming quality of the concrete such as the rotten root of the V-shaped column, the honeycomb, the pitted surface, the exposed ribs, the holes and the like and the potential safety hazards such as the collapse of a formwork support system are easily caused.
Disclosure of Invention
In order to solve the problems, the inventor discloses a V-shaped cast-in-place concrete cylinder construction method and a matched template structure, wherein the V-shaped column adopts a three-section construction process and a V-shaped cast-in-place concrete cylinder template structure formed by a cylindrical lower part overlapping section template part, a vertical cylinder section template part and an inclined cylinder section template part. And performing fine construction management by using BIM and a measurement robot technology. The first section is firstly constructed at the position 300mm above the overlapping section of the lower part of the V-shaped column, the second section is constructed at the position 300mm above the overlapping section, the straight cylindrical section of the V-shaped column is constructed at the position above the beam bottom of the upper layer, the inclined cylindrical section of the V-shaped column is constructed at the position above the beam bottom of the upper layer, after the straight cylindrical section is poured for 5 days, the inclined cylindrical section and the straight cylindrical section are tied by steel pipes to form a safe and reliable inclined cylindrical section template part structure, and the template structure can ensure the forming quality of the V-shaped column, reduce the safety risk, reduce the use quantity of special arc templates and single column hoops, save the cost, improve the construction efficiency, reduce the material waste, reduce the construction technology difficulty and other social and economic benefits.
The technical scheme adopted for realizing the aim of the utility model is as follows: a V-shaped cast-in-place concrete cylinder template structure, the template structure includes: the lower part of the cylinder is composed of a coincident section template part, a vertical cylinder section template part and an inclined cylinder section template part.
The lower part of the cylinder coincides with the section template part and includes: the device comprises a group of double-column hoops, an arc-shaped template, a pair of limiting support pipes and reinforcing iron wires, wherein the arc-shaped template is arranged in the double-column hoops, the limiting support pipes are arranged on two sides of the double-column hoops, the pair of limiting support pipes are fixedly limited by the reinforcing iron wires in a connecting manner, and a group of double-column hoops are fixedly bound to the arc-shaped template under the condition that the outer sides of the pair of limiting support pipes are fixedly limited;
the vertical cylindrical section template part comprises: the device comprises an arc-shaped template and a group of single column hoops, wherein the group of single column hoops are uniformly distributed on the outer side of the arc-shaped template along the axis of a vertical cylindrical section to form a group of single column hoops for bundling and fixing the arc-shaped template and a group of single column hoops for bundling and fixing the arc-shaped template;
the inclined cylindrical section template part comprises: the device comprises an arc-shaped template, a group of single column hoops and a group of scaffold tubes, wherein the group of single column hoops are uniformly distributed on the outer side of the arc-shaped template along the axis of the inclined cylindrical section, and a drawknot support system built by the group of scaffold tubes forms a drawknot fixed support structure of the arc-shaped template poured with the vertical cylinder to the inclined cylinder.
The beneficial effects of the utility model are as follows: the template structure is combined with the V-shaped column to adopt the three-section construction process, so that the molding quality of the V-shaped column can be ensured, the safety risk is reduced, the use quantity of special arc templates and single column hoops is reduced, the cost is saved, the construction efficiency is improved, the material waste is reduced, the construction technology difficulty is reduced, and the like.
The present utility model will be described in detail with reference to the accompanying drawings.
Drawings
Fig. 1 is a schematic diagram of the lower overlapping section of the V-shaped cast-in-place concrete cylinder.
FIG. 2 is a schematic diagram of the structure of the template of the lower coinciding segment of the cylinder of the present utility model.
Fig. 3 is a schematic view of the a-direction structure of fig. 2.
FIG. 4 is a schematic view of the B-B cross-sectional structure of FIG. 2.
Fig. 5 is a schematic view of a vertical cylindrical section of a V-shaped cast-in-place concrete cylinder.
Fig. 6 is a schematic diagram of the structure of the vertical cylindrical section template of the present utility model.
Fig. 7 is a schematic view of a V-shaped cast-in-place concrete cylinder.
FIG. 8 is a schematic view of the structure of the inclined cylindrical section template of the present utility model.
In the attached drawings, 1-1 parts of double column hoops, 2 parts of arc-shaped templates, 2-1 parts of limiting supporting pipes, 1-3 parts of reinforcing iron wires, 3 parts of single column hoops and 4 parts of scaffold pipes.
Detailed Description
Referring to the drawings, a V type cast in situ concrete cylinder template structure, this template structure includes: the lower part of the cylinder is composed of a coincident section template part, a vertical cylinder section template part and an inclined cylinder section template part.
The lower part of the cylinder coincides with the section template part and includes: the double-column template comprises a group of double-column hoops 1-1, an arc-shaped template 2, a pair of limiting support pipes 1-2 and reinforcing iron wires 1-3, wherein the arc-shaped template 2 is arranged in the double-column hoops 1-1, the limiting support pipes 1-2 are arranged on two sides of the double-column hoops 1-1, the pair of limiting support pipes 1-2 are fixedly limited by the reinforcing iron wires 1-3 in a connecting mode, and the group of double-column hoops 1-1 are fixedly bound to the arc-shaped template 2 and the group of single-column hoops 3 are fixedly bound to the arc-shaped template 2 under the condition that the pair of limiting support pipes 1-2 are fixedly limited.
When the double-column template is used, the arc-shaped template 2 is bound and fixed by the double-column clamp 1-1 through the locking bolt on the double-column clamp 1-1, and the limiting support tube 1-2 and the reinforcing iron wire 1-3 improve the tension born by the double-column clamp 1-1 after the arc-shaped template 2 is stressed.
The sectional construction of the concrete solves the problems of the forming quality of the concrete such as rotten roots, honeycombs, pitted surfaces, exposed ribs, holes and the like of the V-shaped columns and the potential safety hazards such as die explosion and collapse of a formwork support system.
The vertical cylindrical section template part comprises: the arc-shaped template 2 and a group of single column hoops 3, the single column hoops 3 are uniformly distributed on the outer side of the arc-shaped template 2 along the axis of the vertical cylindrical section, and the single column hoops 3 are used for bundling and fixing the arc-shaped template 2.
After the vertical section cylinder is poured for 5 days, the arc-shaped template 2 and the group of single-column hoops 3 are dismantled, and the purposes of reducing the template cost and improving the utilization rate due to the construction of the inclined cylinder section template part are achieved by repeatedly utilizing the arc-shaped template 2 and the group of single-column hoops 3.
The inclined cylindrical section template part comprises: the device comprises an arc-shaped template 2, a group of single-column hoops 3 and a group of scaffold tubes 4, wherein the group of single-column hoops 3 are uniformly distributed on the outer side of the arc-shaped template 2 along the axis of the inclined cylindrical section, and the group of scaffold tubes 4 are used for constructing a drawknot support system to form a drawknot fixed support structure of the arc-shaped template 2 which is poured with the vertical cylinder to the inclined cylinder.
The template part mainly solves the technical problems of complex construction and increased and decreased cost caused by the fact that the inclined cylindrical section template part is required to be provided with a full-hall support scaffold due to the inclination of the arc-shaped template 2 through the vertical cylindrical section, and the tension of the inclined cylindrical section template part is implemented through the tie support system constructed by the vertical cylindrical section bearing scaffold tube 4. The complexity of the drawknot support system built by the hand rack pipe 4 is greatly simplified.
Claims (1)
1. A V-shaped cast-in-place concrete cylinder template structure, the template structure includes: the lower part of the cylinder coincides with the template part of the section, the template part of the vertical cylinder section and the template part of the inclined cylinder section, and is characterized in that:
the lower part of the cylinder coincides with the section template part and includes: the device comprises a group of double-column hoops (1-1), a group of single-column hoops (3), an arc-shaped template (2), a pair of limiting support pipes (1-2) and a reinforcing iron wire (1-3), wherein the arc-shaped template (2) is arranged in the double-column hoops (1-1), the limiting support pipes (1-2) are arranged at two sides of the double-column hoops (1-1), the pair of limiting support pipes (1-2) are fixedly limited by the reinforcing iron wire (1-3) in a connecting manner, and a group of double-column hoops (1-1) and the arc-shaped template (2) and a group of single-column hoops (3) are fixedly bound under the outer limiting fixation of the pair of limiting support pipes (1-2);
the vertical cylindrical section template part comprises: the device comprises an arc-shaped template (2) and a group of single column hoops (3), wherein the group of single column hoops (3) are uniformly distributed on the outer side of the arc-shaped template (2) along the axis of the vertical cylindrical section to form a group of single column hoops (3) for bundling and fixing the arc-shaped template (2);
the inclined cylindrical section template part comprises: the device comprises an arc-shaped template (2), a group of single column hoops (3) and a group of scaffold tubes (4), wherein the group of single column hoops (3) are uniformly distributed on the outer side of the arc-shaped template (2) along the axis of the inclined cylindrical section, and a drawknot support system built by the group of scaffold tubes (4) is used for forming a drawknot fixed support structure of the arc-shaped template (2) poured on the inclined cylindrical section with a vertical cylindrical section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321704321.0U CN220167485U (en) | 2023-07-03 | 2023-07-03 | V-shaped cast-in-place concrete cylinder template structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321704321.0U CN220167485U (en) | 2023-07-03 | 2023-07-03 | V-shaped cast-in-place concrete cylinder template structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220167485U true CN220167485U (en) | 2023-12-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321704321.0U Active CN220167485U (en) | 2023-07-03 | 2023-07-03 | V-shaped cast-in-place concrete cylinder template structure |
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| Country | Link |
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| CN (1) | CN220167485U (en) |
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2023
- 2023-07-03 CN CN202321704321.0U patent/CN220167485U/en active Active
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