CN211081011U - Customized formwork-free different-shaped constructional column mold - Google Patents
Customized formwork-free different-shaped constructional column mold Download PDFInfo
- Publication number
- CN211081011U CN211081011U CN201921152471.9U CN201921152471U CN211081011U CN 211081011 U CN211081011 U CN 211081011U CN 201921152471 U CN201921152471 U CN 201921152471U CN 211081011 U CN211081011 U CN 211081011U
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- steel plate
- steel sheet
- centre form
- inner die
- die
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- Expired - Fee Related
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Abstract
The utility model provides a not formwork opposite sex constructional column mould of customization, includes centre form and external mold, and the centre form includes first centre form rectangle steel sheet of vertical setting, second centre form rectangle steel sheet two and centre form "L" shaped steel sheet, and centre form "L" shaped steel sheet is two, and centre form "L" shaped steel sheet minor face meets, and the outside forms a groove structure, first centre form rectangle steel sheet one, second centre form rectangle steel sheet two and centre form "L" shaped steel sheet annular setting, inside formation "L" type hollow structure, the external mold include be provided with rectangle combination steel sheet in first centre form rectangle steel sheet, second centre form rectangle steel sheet two 2 outsides, be provided with "L" type combination steel sheet in one side centre form "L" shaped steel sheet outside, form certain space between external mold and the centre form.
Description
Technical Field
The utility model relates to a construction equipment technical field, in particular to not formwork opposite sex constructional column mould of customization.
Background
Because the project builder adopts 'quick construction', namely, advanced construction technology and process are adopted to reasonably configure production elements through scientific planning, organization, coordination and control.
Concrete placement vibrates loosely in the traditional constructional column work progress, and the surface shaping quality is poor after the form removal, and secondary structure construction progress often can influence the inside and outside dress progress of plastering, and the brick mixes interface and handles improper quality risk such as the empty drum fracture that easily causes later stage to plaster.
Disclosure of Invention
In order to solve the technical problem, an object of the utility model is to provide a not formwork opposite sex constructional column mould of customization, aim at solving that the constructional column shaping is seen to feel poor, the roughness is low, exposed rib and pitted surface, horse tooth raft do not be under construction etc. as required, save the expense that the later stage was repaired repeatedly, reduce intensity of labour, have easy operation, with low costs, advantage such as pleasing to the eye.
In order to realize the purpose, the utility model discloses a technical scheme is:
the utility model provides a customized formwork unlike-type constructional column mould not, includes centre form and external mold, the centre form include first centre form rectangle steel sheet 1, second centre form rectangle steel sheet two 2 and centre form "L" shaped steel sheet 3 of vertical setting, centre form "L" shaped steel sheet 3 be two, centre form "L" shaped steel sheet 3 minor face meets, the outside forms a groove structure, first centre form rectangle steel sheet one 1, second centre form rectangle steel sheet two 2 and centre form "L" shaped steel sheet 3 annular setting, the inside hollow structure of "L" type that forms, the external mold include and be provided with rectangle combination steel sheet 6 in first centre form rectangle steel sheet one 1, second centre form rectangle steel sheet two 2 outsides, be provided with "L" type combination steel sheet 8 in one side centre form "L" shaped steel sheet 3 outsides, external mold and internal mold between form certain space.
The first inner die rectangular steel plate 1, the second inner die rectangular steel plate 2 and the inner die L-shaped steel plate 3 are fixedly connected through bolts 4.
The rectangular combined steel plate 6 is connected with the L-shaped combined steel plate 8 through the bolt holes 5.
The outer sides of the rectangular combined steel plate 6 and the L-shaped combined steel plate 8 are provided with bolt holes 5.
The gap distance between the first inner die steel plate 1, the second inner die steel plate 2, the L-shaped steel plate 3, the combined steel plate 6 and the L-shaped combined steel plate 8 is controlled by the steel plate 7.
The utility model has the advantages that:
the utility model discloses effectively solve the constructional column shaping impression poor, the roughness is low, exposed muscle and pitted surface, horse tooth raft do not construct etc. as required, save the expense that the later stage was repaired repeatedly, reduce intensity of labour, have advantages such as easy operation, with low costs, pleasing to the eye.
Drawings
FIG. 1 is a composite plan view of the mold in the customized formwork anisotropic fabrication column mold.
FIG. 2 is an exterior mold plan composition view of a custom made, unsupported, anisotropic fabrication column mold.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, a first inner die rectangular steel plate 1, a second inner die rectangular steel plate 2 and an inner die L-shaped steel plate 3 are fixedly connected through bolt holes by bolts 4 to form an inner die of a non-support-mode structure column die, the two steel plates are welded into a rectangular combined steel plate 6, the rectangular combined steel plate 6 and a L-shaped combined steel plate 8 are connected through bolt holes 5 to form an outer die of the non-support-mode structure column die, the space between the inner die and the outer die is located through a steel plate 7, and 1 is 20mm higher than that in fig. 2.
In this embodiment, the steel plate of the non-supported anisotropic constructional column mold is set by a galvanized steel plate with a length of 4mm, the bolt 4 is set by a reinforcing steel bar with a length of HPB 3008L being 300mm, a bolt hole diameter R being 10mm, and the bolt is set by phi 8.
Under the condition of ensuring the engineering quality and the construction safety, the construction process of the constructional column is optimized, the traditional formwork erecting process is replaced by the hollow groove with the same wall thickness, namely the constructional column and the masonry are built together, and finally concrete is poured in the hollow groove formed by the mold. The method can accelerate the progress of masonry engineering, and has good molding appearance and high pass rate of flatness acceptance.
Claims (2)
1. The customized formwork-free anisotropic constructional column die is characterized by comprising an inner die and an outer die, wherein the inner die comprises a first inner die rectangular steel plate (1), a second inner die rectangular steel plate (2) and an inner die L profile steel plate (3) which are vertically arranged, the number of the inner die L profile steel plates (3) is two, the short sides of the inner die L profile steel plate (3) are connected, a groove structure is formed on the outer side of the inner die rectangular steel plate, the first inner die rectangular steel plate (1), the second inner die rectangular steel plate (2) and the inner die L profile steel plate (3) are annularly arranged, a L-shaped hollow structure is formed inside the outer die, the outer die comprises a rectangular combined steel plate (6) arranged on the outer sides of the first inner die rectangular steel plate (1) and the second inner die rectangular steel plate (2), a L-shaped combined steel plate (8) is arranged on the outer side of the inner die L-shaped steel plate (3), and a certain gap is formed between the inner die and the outer die;
the first inner die rectangular steel plate I (1), the second inner die rectangular steel plate II (2) and the inner die L-shaped steel plate (3) are fixedly connected through a bolt (4);
the gap between the rectangular combined steel plate (6) and the L-shaped combined steel plate (8) is controlled by the steel plate (7).
2. The customized formwork-free type constructional column mould as claimed in claim 1, wherein the rectangular combined steel plate (6) and the combined steel plate (8) of 'L' type are provided with bolt holes (5) at the outer sides for connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921152471.9U CN211081011U (en) | 2019-07-22 | 2019-07-22 | Customized formwork-free different-shaped constructional column mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921152471.9U CN211081011U (en) | 2019-07-22 | 2019-07-22 | Customized formwork-free different-shaped constructional column mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211081011U true CN211081011U (en) | 2020-07-24 |
Family
ID=71639370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921152471.9U Expired - Fee Related CN211081011U (en) | 2019-07-22 | 2019-07-22 | Customized formwork-free different-shaped constructional column mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211081011U (en) |
-
2019
- 2019-07-22 CN CN201921152471.9U patent/CN211081011U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200724 Termination date: 20210722 |