CN221119185U - Cast-in-situ arc structure template assembly - Google Patents
Cast-in-situ arc structure template assembly Download PDFInfo
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- CN221119185U CN221119185U CN202323070227.7U CN202323070227U CN221119185U CN 221119185 U CN221119185 U CN 221119185U CN 202323070227 U CN202323070227 U CN 202323070227U CN 221119185 U CN221119185 U CN 221119185U
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- back ridge
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- 238000011065 in-situ storage Methods 0.000 title claims abstract description 9
- 210000001503 joint Anatomy 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 238000010276 construction Methods 0.000 claims description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 abstract description 4
- 229910052782 aluminium Inorganic materials 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model belongs to the field of aluminum templates for buildings, and particularly relates to a cast-in-situ arc-shaped structural template component; comprises an inner ring multi-folding back ridge, an outer ring multi-folding back ridge, an arc-shaped template and a straight template; the arc templates are in seamless butt joint with the straight templates at two ends of the arc structure; the inner ring multi-folding back ridge is arranged on the inner ring template side of the arc-shaped structure, and the outer ring multi-folding back ridge is arranged on the outer ring template side of the arc-shaped structure; the inner ring multi-folding back ridge and the outer ring multi-folding back ridge comprise a plurality of straight back ridge sections which are hinged with each other, and the inner ring multi-folding back ridge and the outer ring multi-folding back ridge are tensioned through opposite-pulling screws positioned in the straight back ridge sections; the cast-in-situ arc-shaped structural formwork component provided by the utility model has the advantages of simple structure, convenience in operation, reasonable structure, convenience in assembly and disassembly, cost saving, square and smooth cast concrete corners and correct size, and achieves the effect of clear water concrete.
Description
Technical Field
The utility model belongs to the field of aluminum templates for buildings, and particularly relates to a cast-in-situ arc-shaped structural template assembly.
Background
The aluminum template is a common material in the building engineering, overcomes the defects of the traditional template, and greatly improves the construction efficiency. The existing arc-shaped structure is limited in mode of reinforcing the die, for example, when the die plate is installed, a wood plywood and a steel pipe are adopted to simply reinforce, time and effort are wasted in installation, the forming effect is poor, the flatness is low, and the stability of the existing arc-shaped aluminum die plate is required to be improved.
Disclosure of utility model
The utility model aims to solve the problems of time consuming, labor consuming and poor molding effect of a primary template reinforcement mode during cast-in-place concrete with an arc structure.
The utility model provides the following technical scheme: a cast-in-situ arc-shaped structural template component comprises an inner ring multi-folding back ridge, an outer ring multi-folding back ridge, an arc-shaped template and a straight template; the arc templates are in seamless butt joint with the straight templates at two ends of the arc structure; the inner ring multi-folding back ridge is arranged on the inner ring template side of the arc-shaped structure, and the outer ring multi-folding back ridge is arranged on the outer ring template side of the arc-shaped structure; the inner ring multi-folding back ridge and the outer ring multi-folding back ridge comprise a plurality of straight back ridge sections which are connected in a hinged mode, and the inner ring multi-folding back ridge and the outer ring multi-folding back ridge are tensioned through opposite-pulling screws positioned in the straight back ridge sections.
Further, the inner ring multi-fold back ridge comprises long-section straight back ridge sections, short-section straight back ridge sections and first end straight back ridge sections, one short-section straight back ridge section is connected between every two long-section straight back ridge sections, two first end straight back ridge sections are connected to two ends of a long-section straight back ridge section and short-section straight back ridge section connecting chain, screw holes are formed in the long-section straight back ridge sections and the first end straight back ridge sections, and screw holes are not formed in the short-section straight back ridge sections;
The outer ring multi-fold back ridge comprises a middle straight back ridge section and a second end straight back ridge section, a plurality of middle straight back ridge sections are connected into a chain, the middle straight back ridge section of the end is connected with the second end straight back ridge section, and screw holes are formed in the middle straight back ridge section and the second end straight back ridge section;
The first end straight back stupefied section and the second end straight back stupefied section are tensioned through a counter-pulling screw, and the long section straight back stupefied section and the middle straight back stupefied section are tensioned through a counter-pulling screw.
Further, every two straight back ridge segments are connected through a hinge.
Further, the straight back ridge segments are channel steels, the channel steels can be nested one by one, and the channel steels are connected one by one through hinges on the bottom plate.
Further, a counter-pulling screw rod is connected between one long straight back stupefied section and one middle straight back stupefied section, and two counter-pulling screw rods are connected between one first end straight back stupefied section and one second end straight back stupefied section.
Compared with the prior art, the utility model has the advantages that:
The cast-in-situ arc-shaped structural formwork component provided by the utility model has the advantages of simple structure, convenience in operation, reasonable structure, convenience in assembly and disassembly, cost saving, square and smooth arc-shaped corners of poured concrete, correct size, capability of achieving the effect of clear water concrete, capability of accelerating construction progress, ensuring quality, improving work efficiency, shortening construction period, capability of changing the defects of low reinforcement efficiency, poor operability, poor molding impression quality, poor arc-shaped size and the like, greatly reducing the later-stage building decoration cost, and capability of being widely popularized and applied in arc-shaped structural wall engineering construction.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
Fig. 2 is a schematic diagram of the connection between straight back fillets.
In the figure: 1-inner ring multi-folding back ridge; 1.1-long straight back stupefied sections; 1.2-short straight back stupefied sections; 1.3-first end straight back fillets; 2-outer ring multi-folding back edges; 2.1-middle straight back stupefied section; 2.2-second end straight back fillets; 3-arc type templates; 4-a straight template; 5-opposite-pulling a screw; 6-hinge.
Detailed Description
In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described, it being obvious that the drawings in the following description are only some embodiments of the utility model, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
As shown in fig. 1: a cast-in-situ arc-shaped structural template component comprises an inner ring multi-folding back rib 1, an outer ring multi-folding back rib 2, an arc-shaped template 3 and a straight template 4; the arc-shaped templates 3 are in seamless butt joint to form an inner ring template and an outer ring template of an arc-shaped structure, and the arc-shaped templates 3 positioned at two ends of the arc-shaped structure are in seamless butt joint with the straight templates 4; the inner ring multi-folding back ridge 1 is arranged on the inner ring template side of the arc-shaped structure, and the outer ring multi-folding back ridge 2 is arranged on the outer ring template side of the arc-shaped structure; the inner ring multi-folding back ridge 1 and the outer ring multi-folding back ridge 2 comprise a plurality of straight back ridge sections which are connected in a hinged mode, and the inner ring multi-folding back ridge 1 and the outer ring multi-folding back ridge 2 are tensioned through opposite-pulling screws 5 positioned in the straight back ridge sections.
The arc-shaped template 3 is customized according to the configuration of the arc-shaped structure, the inner ring multi-folding back ridge 1 and the outer ring multi-folding back ridge 2 can be used for supporting the arc-shaped structure templates with different configurations, and the formwork supporting cost is reduced.
The inner ring multi-fold back ridge 1 comprises long-section straight back ridge sections 1.1, short-section straight back ridge sections 1.2 and first end straight back ridge sections 1.3, one short-section straight back ridge section 1.2 is connected between every two long-section straight back ridge sections 1.1, two first end straight back ridge sections 1.3 are connected to two ends of a connecting chain of the long-section straight back ridge sections 1.1 and the short-section straight back ridge sections 1.2, screw holes are formed in the long-section straight back ridge sections 1.1 and the first end straight back ridge sections 1.3, and screw holes are not formed in the short-section straight back ridge sections 1.2.
The outer ring multi-fold back ridge 2 comprises a middle straight back ridge section 2.1 and a second end straight back ridge section 2.2, a plurality of middle straight back ridge sections 2.1 are connected into a chain, the middle straight back ridge section 2.1 of the end is connected with the second end straight back ridge section 2.2, and screw holes are formed in the middle straight back ridge section 2.1 and the second end straight back ridge section 2.2.
The first end straight back stupefied section 1.3 and the second end straight back stupefied section 2.2 are tensioned through a counter-pulling screw 5, and the long section straight back stupefied section 1.1 and the middle straight back stupefied section 2.1 are tensioned through the counter-pulling screw 5.
The length of the inner ring multi-fold back ridge 1 is smaller than that of the outer ring multi-fold back ridge 2, so that reinforcement is not carried out on the short section straight back ridge section 1.2, and the short section straight back ridge section 1.2 is supported by the long section straight back ridge sections 1.1 on two sides.
A counter-pulling screw rod 5 is connected between a long straight back stupefied section 1.1 and a middle straight back stupefied section 2.1, two counter-pulling screw rods 5 are connected between a first end straight back stupefied section 1.3 and a second end straight back stupefied section 2.2, and four counter-pulling screw rods 5 on the first end straight back stupefied section 1.3 and the second end straight back stupefied section 2.2 provide stable support for a middle curve part.
As shown in fig. 2: the straight back ridge sections are connected by the hinges 6, the straight back ridge sections can swing, the straight back ridge sections are fitted with the linear type of the arc-shaped structure, the hinges 6 can be welded with the straight back ridge sections on two sides or connected by screws, and the inner ring multi-folding back ridge 1 and the outer ring multi-folding back ridge 2 can be lengthened or shortened according to the lengths of different arc-shaped structures when the screws are used for connection.
The straight back ridge sections are channel steel, the channel steel can be nested between every two channel steel, and every two channel steel are connected through a hinge 6 on the bottom plate.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present utility model. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present utility model is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (5)
1. A cast-in-situ arc structure template assembly is characterized in that: comprises an inner ring multi-folding back rib (1), an outer ring multi-folding back rib (2), an arc-shaped template (3) and a straight template (4); the arc templates (3) are in seamless butt joint with the straight templates (4) at two ends of the arc structure; the inner ring multi-folding back rib (1) is arranged on the inner ring template side of the arc-shaped structure, and the outer ring multi-folding back rib (2) is arranged on the outer ring template side of the arc-shaped structure; the inner ring multi-folding back ridge (1) and the outer ring multi-folding back ridge (2) comprise a plurality of straight back ridge sections which are connected in a hinged mode, and the inner ring multi-folding back ridge (1) and the outer ring multi-folding back ridge (2) are tensioned through opposite-pulling screws (5) positioned in the straight back ridge sections.
2. A cast in place arc construction form assembly as defined in claim 1 wherein: the inner ring multi-fold back edge (1) comprises long-section straight back edge sections (1.1), short-section straight back edge sections (1.2) and first end straight back edge sections (1.3), one short-section straight back edge section (1.2) is connected between every two long-section straight back edge sections (1.1), two first end straight back edge sections (1.3) are connected to two ends of a connecting chain of the long-section straight back edge sections (1.1) and the short-section straight back edge sections (1.2), screw holes are formed in the long-section straight back edge sections (1.1) and the first end straight back edge sections (1.3), and screw holes are not formed in the short-section straight back edge sections (1.2);
the outer ring multi-fold back ridge (2) comprises a middle straight back ridge section (2.1) and a second end straight back ridge section (2.2), a plurality of middle straight back ridge sections (2.1) are connected into a chain, the middle straight back ridge section (2.1) of the end is connected with the second end straight back ridge section (2.2), and screw holes are formed in the middle straight back ridge section (2.1) and the second end straight back ridge section (2.2);
The first end straight back stupefied section (1.3) and the second end straight back stupefied section (2.2) are tensioned through a counter-pulling screw (5), and the long section straight back stupefied section (1.1) and the middle straight back stupefied section (2.1) are tensioned through the counter-pulling screw (5).
3. A cast in place arc construction form assembly according to claim 1 or 2, wherein: the straight back ridge sections are connected with each other through hinges (6).
4. A cast in place arc construction form assembly as defined in claim 3 wherein: the straight back ridge segments are channel steel, the channel steel can be nested between every two channel steel, and every two channel steel are connected through a hinge (6) on the bottom plate.
5. A cast in place arc construction form assembly as defined in claim 2 wherein: a pair of pull screws (5) are connected between a long straight back stupefied section (1.1) and a middle straight back stupefied section (2.1), and two pair of pull screws (5) are connected between a first end straight back stupefied section (1.3) and a second end straight back stupefied section (2.2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323070227.7U CN221119185U (en) | 2023-11-14 | 2023-11-14 | Cast-in-situ arc structure template assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323070227.7U CN221119185U (en) | 2023-11-14 | 2023-11-14 | Cast-in-situ arc structure template assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221119185U true CN221119185U (en) | 2024-06-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323070227.7U Active CN221119185U (en) | 2023-11-14 | 2023-11-14 | Cast-in-situ arc structure template assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221119185U (en) |
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2023
- 2023-11-14 CN CN202323070227.7U patent/CN221119185U/en active Active
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