CN209990139U - Structure is assembled to constructional column template - Google Patents
Structure is assembled to constructional column template Download PDFInfo
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- CN209990139U CN209990139U CN201920772579.1U CN201920772579U CN209990139U CN 209990139 U CN209990139 U CN 209990139U CN 201920772579 U CN201920772579 U CN 201920772579U CN 209990139 U CN209990139 U CN 209990139U
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Abstract
The utility model discloses a constructional column template assembly structure, which is characterized by comprising a bottom section template and a top section template, wherein the bottom section template is internally provided with a hollow structure, the section of the bottom section template is a rectangular frame, and the upper end of the bottom section template is opened to form an opening; the upper end of the top section formwork is provided with a concrete pouring opening, the lower end of the top section formwork is inserted into the bottom section formwork from the opening of the bottom section formwork and can slide along the up-down direction of the bottom section formwork, and the top section formwork can be fixedly connected with the bottom section formwork through a connecting bolt. The utility model discloses when the construction, can adjust the top festival template according to the constructional column height on-the-spot and plant the degree of depth in the bottom festival template, make it can adapt to assembling and joining in marriage the mould of the constructional column template of co-altitude not. Compared with the traditional method for splicing the wood formwork, the utility model discloses reduce the use of component, reduced the waste of material to the shaping is effectual.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to structure is assembled to constructional column template.
Background
With the continuous expansion of the construction scale of China, various buildings are more and more constructed. In order to meet the use requirement of building space separation, brick masonry or light wall bodies are generally adopted for separation, and due to the fact that the length of a separation wall is large, and corners or end walls are unstable, structural integrity is poor, and therefore a constructional column must be arranged. The constructional column is an important component of the partition wall engineering, plays a role in enhancing the integrity and stability of the building, is connected with each layer of ring beam to form a space frame capable of resisting bending and shearing, and is an effective measure for preventing the house from collapsing. Therefore, the construction quality of the constructional column has an important influence on the safety of the structure and the function of use.
The traditional constructional column construction method mainly adopts a method of splicing two wood templates up and down, and the method generally arranges a splicing template on the back of the two wood templates, so that the upper part of the splicing template is fixedly connected with the wood template positioned above, and the lower part of the splicing template is fixedly connected with the wood template positioned below, but the method has the problems of poor forming quality, long construction period, serious material waste, large labor demand and the like. However, if an aluminum alloy template is used as a template for constructing the column, the following problems occur: the size of the aluminum alloy forms is typically customized, and typical aluminum alloy forms are not amenable to splicing due to material constraints.
Therefore, it is a technical problem to be solved by those skilled in the art how to provide a structure column formwork assembling structure which has a simple structure and can solve the assembling and formwork matching problems of the structure column formworks with different heights.
SUMMERY OF THE UTILITY MODEL
To the not enough of above-mentioned prior art, the utility model aims to solve the technical problem that: how to provide a simple structure can solve the structure is assembled to the structure post template of assembling and joining in marriage the mould problem of not co-altitude structure post template.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides a structure is assembled to constructional column template which characterized in that includes:
the bottom section template is internally of a hollow structure, the section of the bottom section template is a rectangular frame, and the upper end of the bottom section template is opened to form an opening;
the concrete pouring device comprises a top section formwork, wherein a concrete pouring opening is formed in the upper end of the top section formwork, the lower end of the top section formwork is inserted into the bottom section formwork from an opening of the bottom section formwork and can slide along the up-down direction of the bottom section formwork, and the top section formwork can be fixedly connected with the bottom section formwork through a connecting bolt.
Therefore, during construction, the depth of the top section formwork inserted into the bottom section formwork can be adjusted according to the height of the constructional column on site, and the construction column formwork can be suitable for assembling and matching the constructional column formworks with different heights. Compared with the traditional method for splicing the wood templates, the utility model reduces the use of components, reduces the waste of materials and has good forming effect; for the erection of unable not adapt to the constructional column of co-altitude behind the aluminum alloy template manufacturing design, the utility model discloses assemble and join in marriage the mould very nimble, reduced the consumption of manpower and materials.
Furthermore, a plurality of groups of through holes are formed in one side face, deviating from the concrete contact side, of the upper portion of the bottom section template, a plurality of groups of screw holes are formed in the top section template from top to bottom, in the up-and-down moving process of the top section template, the screw holes can be aligned with the through holes in the bottom section template, and the connecting bolts penetrate through the through holes and then are connected with the screw holes in a matched mode.
Like this, adjust the top festival template according to the constructional column height on-the-spot and plant the degree of depth in the festival template of bottom, use connecting bolt to fix top festival template and bottom festival template, the shaping is firm, makes things convenient for the dismouting.
Further, the length of the connecting bolt is smaller than the thickness of the bottom section template.
Furthermore, a plurality of groups of blind holes are formed in the inner side face, close to the concrete contact face, of the upper portion of the bottom section template, the blind holes are opposite to the through holes, and the connecting bolts penetrate through the through holes and the screw holes and then are inserted into the blind holes.
Therefore, the end parts of the connecting bolts are left in the bottom section template, and the connecting bolts are not allowed to penetrate through the constructional column concrete outside the bottom section template, so that the moulding effect of the constructional column is better.
Furthermore, a back rib base plate is further arranged on one side, far away from the side contacting with concrete, of the upper portion of the bottom section template, and the connecting bolt penetrates through the back rib base plate and the through hole and then is connected with the screw hole in a matched mode.
Therefore, the strength of the bottom section template and the top section template is enhanced, and the reinforcement is firm.
Drawings
Fig. 1 is the assembly structure diagram of the constructional column template of the utility model.
Fig. 2 is a schematic structural diagram of the top section formwork of the present invention.
Fig. 3 is a schematic structural diagram of the bottom section template of the present invention.
The reference numbers illustrate: a bottom section template 1; a top section template 2; a concrete pouring port 4; a connecting bolt 5; a dorsal rib pad 6.
Detailed Description
The present invention will be further explained with reference to the drawings and examples.
Example 1: referring to fig. 1 to 3, a construction column formwork assembling structure includes a bottom section formwork 1 and a top section formwork 2. The bottom section template 1 is internally of a hollow structure, the section of the bottom section template is a rectangular frame, and the upper end of the bottom section template 1 is opened to form an opening. The upper end of the top section formwork 2 is provided with a concrete pouring opening 4, the lower end of the top section formwork is inserted into the bottom section formwork 1 from the opening of the bottom section formwork 1 and can slide along the up-down direction of the bottom section formwork 1, and the top section formwork 2 can be fixedly connected with the bottom section formwork 1 through a connecting bolt 5. Therefore, during construction, the depth of the top section formwork inserted into the bottom section formwork can be adjusted according to the height of the constructional column on site, and the construction column formwork can be suitable for assembling and matching the constructional column formworks with different heights. Compared with the traditional method for splicing the wood templates, the utility model reduces the use of components, reduces the waste of materials and has good forming effect; for the erection of unable not adapt to the constructional column of co-altitude behind the aluminum alloy template manufacturing design, the utility model discloses assemble and join in marriage the mould very nimble, reduced the consumption of manpower and materials. Wherein, a plurality of groups of through-holes have been seted up on the upper portion of bottom festival template 1 deviates from the side that contacts with the concrete, top festival template 2 is from last to being equipped with a plurality of groups of screws down, the in-process that reciprocates of top festival template 2, the screw can with through-hole formation on the bottom festival template 1 is just right, connecting bolt 5 passes behind the through-hole again with the screw cooperation is connected. Like this, adjust the top festival template according to the constructional column height on-the-spot and plant the degree of depth in the festival template of bottom, use connecting bolt to fix top festival template and bottom festival template, the shaping is firm, makes things convenient for the dismouting. Wherein, the length of the connecting bolt 5 is less than the thickness of the bottom section formwork 1. The upper portion of the bottom section template 1 is close to an inner side face in contact with concrete, a plurality of groups of blind holes are formed in the inner side face, the blind holes are right opposite to the through holes, and the connecting bolts 5 penetrate through the through holes and the screw holes and then are inserted into the blind holes. Therefore, the end parts of the connecting bolts are left in the bottom section template, and the connecting bolts are not allowed to penetrate through the constructional column concrete outside the bottom section template, so that the moulding effect of the constructional column is better. The upper portion of the bottom section template 1 is far away from one side contacted with concrete, a back rib base plate 6 is further arranged outside the upper portion of the bottom section template, and the connecting bolt 5 penetrates through the back rib base plate 6 and the through hole and then is matched and connected with the screw hole. Therefore, the strength of the bottom section template and the top section template is enhanced, and the reinforcement is firm.
In implementation, the size of the outer contour of the top section formwork 2 is just the size of the hollow structure of the bottom section formwork 1.
During implementation, the top section formwork 2 is inserted into the bottom section formwork 1 according to the height of a construction column on site, and after the matching height of the top section formwork 2 and the bottom section formwork 1 is determined to meet the requirement, the top section formwork 2 and the bottom section formwork 1 are fixed through the connecting bolts 5 and the back rib base plate 6.
Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the technical solutions, and those skilled in the art should understand that those modifications or equivalent substitutions can be made to the technical solutions of the present invention without departing from the spirit and scope of the technical solutions, and all should be covered in the scope of the claims of the present invention.
Claims (5)
1. The utility model provides a structure is assembled to constructional column template which characterized in that includes:
the bottom section template is internally of a hollow structure, the section of the bottom section template is a rectangular frame, and the upper end of the bottom section template is opened to form an opening;
the concrete pouring device comprises a top section formwork, wherein a concrete pouring opening is formed in the upper end of the top section formwork, the lower end of the top section formwork is inserted into the bottom section formwork from an opening of the bottom section formwork and can slide along the up-down direction of the bottom section formwork, and the top section formwork can be fixedly connected with the bottom section formwork through a connecting bolt.
2. The constructional column template assembly structure of claim 1, wherein a plurality of groups of through holes are formed in one side face, away from the concrete contact, of the upper portion of the bottom section template, a plurality of groups of screw holes are formed in the top section template from top to bottom, the screw holes can be aligned with the through holes in the bottom section template in the up-and-down movement process of the top section template, and the connecting bolts penetrate through the through holes and then are matched and connected with the screw holes.
3. The construction column formwork assembly structure of claim 2, wherein the length of the connecting bolt is less than the thickness of the bottom section formwork.
4. The constructional column template assembly structure as claimed in claim 2, wherein a plurality of sets of blind holes are formed in an inner side surface of the upper portion of the bottom section template, which is close to the concrete contact surface, the blind holes are opposite to the through holes, and the connecting bolts are inserted into the blind holes after penetrating through the through holes and the screw holes.
5. The constructional column template assembly structure as claimed in claim 2, wherein a back rib base plate is further arranged outside the side, far away from the concrete contact, of the upper part of the bottom section template, and the connecting bolt penetrates through the back rib base plate and the through hole and then is matched and connected with the screw hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920772579.1U CN209990139U (en) | 2019-05-27 | 2019-05-27 | Structure is assembled to constructional column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920772579.1U CN209990139U (en) | 2019-05-27 | 2019-05-27 | Structure is assembled to constructional column template |
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| Publication Number | Publication Date |
|---|---|
| CN209990139U true CN209990139U (en) | 2020-01-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920772579.1U Active CN209990139U (en) | 2019-05-27 | 2019-05-27 | Structure is assembled to constructional column template |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482335A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Aluminum template assembly capable of being disassembled at constructional column in turnover mode |
-
2019
- 2019-05-27 CN CN201920772579.1U patent/CN209990139U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113482335A (en) * | 2021-06-30 | 2021-10-08 | 上海宝冶集团有限公司 | Aluminum template assembly capable of being disassembled at constructional column in turnover mode |
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