CN205364166U - Composite wall panel moulding by casting mould platform - Google Patents
Composite wall panel moulding by casting mould platform Download PDFInfo
- Publication number
- CN205364166U CN205364166U CN201620110597.XU CN201620110597U CN205364166U CN 205364166 U CN205364166 U CN 205364166U CN 201620110597 U CN201620110597 U CN 201620110597U CN 205364166 U CN205364166 U CN 205364166U
- Authority
- CN
- China
- Prior art keywords
- wall board
- combined wall
- framework
- reinforcing bar
- wall panel
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- 238000000465 moulding Methods 0.000 title claims abstract description 27
- 238000005266 casting Methods 0.000 title claims abstract description 12
- 239000002131 composite material Substances 0.000 title abstract 5
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 230000002787 reinforcement Effects 0.000 claims description 22
- 238000009415 formwork Methods 0.000 claims description 19
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000007493 shaping process Methods 0.000 abstract 2
- 230000006978 adaptation Effects 0.000 abstract 1
- 239000008385 outer phase Substances 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006735 deficit Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses a composite wall panel moulding by casting mould platform relates to moulding by casting mould technical field. The utility model discloses a die block, a pair of vertical template and a pair of horizontal template, vertical template and horizontal template enclose into a frame, on the frame lies in the die block, the inside wall of frame and shaping composite wall panel's outer phase adaptation, the height of frame and highly equalling of shaping composite wall panel are equipped with the reinforcing bar net in the frame, the node of moving about freely and quickly the reinforcing bar of reinforcing bar net be equipped with with reinforcing bar wire side vertically brace rod, whole reinforcing bar net relies on the brace rod to support on the die block. The utility model discloses rational in infrastructure, convenient to use, and ability fast assembly, firm in connection is stable, not only can improve production efficiency, and improves composite wall panel's intensity greatly.
Description
Technical field
This utility model relates to casting mold technical field, specifically a kind of combined wall board moulding by casting die station.
Background technology
At present, what existing combined wall board moulding by casting equipment adopted is usually formwork erection cast and flat-die cast, this effectively solves the technical problem of combined wall board molding, but still having some deficits, adopt formwork erection cast, before cast, assembly jig effort is time-consuming, and it is difficult to control to wallboard standard error, simultaneously after wall board forming, dismounting difficulty, labor intensity is big.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of combined wall board moulding by casting die station, rational in infrastructure, easy to use, and can quickly assemble, and is connected firmly stable, can not only improve production efficiency, and be greatly improved the intensity of combined wall board.
For solving above-mentioned technical problem, technical solution adopted in the utility model is: a kind of combined wall board moulding by casting die station, including bed die, a pair vertical formwork and a pair cross form, vertical formwork and cross form surround a framework, framework is positioned on bed die, the medial wall of framework is suitable with the periphery of molding combined wall board, the height of framework is equal with the height of molding combined wall board, bar-mat reinforcement it is provided with in framework, the node place of the reinforcing bar in length and breadth of bar-mat reinforcement is provided with the brace rod vertical with reinforcing bar wire side, and whole bar-mat reinforcement relies on brace rod to be supported on bed die.
The transverse section of further technical scheme, vertical formwork and cross form is the square box structure partly surrounded, and is provided with some reinforcements in square box.
Further technical scheme, three little die station of rectangle it are additionally provided with in the framework that vertical formwork and cross form surround, little die station is surrounded by all around four pieces of templates, the structure of four pieces of templates is identical with the structure of vertical formwork, the position of three little die station of rectangle is identical with the corresponding structure on molding combined wall board with periphery, and the height of little die station is equal with the height of molding combined wall board.
Adopt and have the beneficial effects that produced by technique scheme: be of the present utility model rational in infrastructure, easy to use, bar-mat reinforcement therein can prefabricated form, it is put in framework during use, assemble quickly, it is connected firmly stable, production efficiency can not only be improved, and bar-mat reinforcement can be cast in combined wall board, is greatly improved the intensity of combined wall board.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the A-A sectional view of Fig. 1；
Fig. 3 is the structural representation of molding combined wall board；
In figure: 1, bed die；2, vertical formwork；3, little die station；4, cross form；5, bar-mat reinforcement；6, brace rod；7, reinforcement；8, molding combined wall board.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, this utility model is described in further detail.
Shown in Fig. 1, Fig. 2, this utility model includes bed die 1, a pair vertical formwork 2 and a pair cross form 4, vertical formwork 2 and cross form 4 surround a framework, framework is positioned on bed die 1, the medial wall of framework is suitable with the periphery of molding combined wall board, and the height of framework is equal with the height of molding combined wall board, is provided with bar-mat reinforcement 5 in framework, the node place of the reinforcing bar in length and breadth of bar-mat reinforcement 5 is provided with the brace rod 6 vertical with bar-mat reinforcement 5, and whole bar-mat reinforcement 5 relies on brace rod 6 to be supported on bed die 1.Wherein, the junction employing of vertical formwork 2 and cross form 4 is welded and fixed or bolt is fixed, and the junction in length and breadth of bar-mat reinforcement 5 adopts and is welded and fixed, and brace rod 6 is also adopted by the mode of welding and is fixed on its junction, the periphery of whole bar-mat reinforcement 5, less than framework, is easy to during use be placed in framework.
The transverse section of vertical formwork 2 and cross form 4 is the square box structure partly surrounded, and is provided with some reinforcements 7 in square box.So, the combined wall board of cast is unlikely to deform.
Three little die station 3 of rectangle it are additionally provided with in the framework that vertical formwork 2 and cross form 4 surround, little die station 3 is surrounded by all around four pieces of templates, the structure of four pieces of templates is identical with the structure of vertical formwork 2, the position of three little die station of rectangle 3 is identical with the corresponding structure on molding combined wall board with periphery, and the height of little die station 3 is equal with the height of molding combined wall board.Wherein, Fig. 3 is the structural representation of molding combined wall board.
Of the present utility model rational in infrastructure, easy to use, bar-mat reinforcement 5 therein can prefabricated form, and is put in framework during use, assemble quickly, be connected firmly stable, production efficiency can not only be improved, and bar-mat reinforcement 5 can be cast in combined wall board, it is greatly improved the intensity of combined wall board.
Claims (3)
1. a combined wall board moulding by casting die station, it is characterized in that, including bed die (1), a pair vertical formwork (2) and a pair cross form (4), vertical formwork (2) and cross form (4) surround a framework, framework is positioned on bed die (1), the medial wall of framework is suitable with the periphery of molding combined wall board, the height of framework is equal with the height of molding combined wall board, bar-mat reinforcement (5) it is provided with in framework, the node place of the reinforcing bar in length and breadth of bar-mat reinforcement (5) is provided with the brace rod (6) vertical with bar-mat reinforcement (5) face, whole bar-mat reinforcement (5) relies on brace rod (6) to be supported on bed die (1).
2. combined wall board moulding by casting die station according to claim 1, it is characterised in that the transverse section of vertical formwork (2) and cross form (4) is the square box structure partly surrounded, and is provided with some reinforcements (7) in square box.
3. combined wall board moulding by casting die station according to claim 1, it is characterized in that, three the little die station of rectangles (3) it are additionally provided with in the framework that vertical formwork (2) and cross form (4) surround, little die station (3) is surrounded by all around four pieces of templates, the structure of four pieces of templates is identical with the structure of vertical formwork (2), the position of three the little die station of rectangles (3) is identical with the corresponding structure on molding combined wall board with periphery, and the height of little die station (3) is equal with the height of molding combined wall board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620110597.XU CN205364166U (en) | 2016-02-04 | 2016-02-04 | Composite wall panel moulding by casting mould platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620110597.XU CN205364166U (en) | 2016-02-04 | 2016-02-04 | Composite wall panel moulding by casting mould platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205364166U true CN205364166U (en) | 2016-07-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620110597.XU Active CN205364166U (en) | 2016-02-04 | 2016-02-04 | Composite wall panel moulding by casting mould platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205364166U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108908663A (en) * | 2018-07-26 | 2018-11-30 | 北京市燕通建筑构件有限公司 | A kind of Novel interior wall plate formwork erection and its application method |
-
2016
- 2016-02-04 CN CN201620110597.XU patent/CN205364166U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108908663A (en) * | 2018-07-26 | 2018-11-30 | 北京市燕通建筑构件有限公司 | A kind of Novel interior wall plate formwork erection and its application method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 056800 Weixian Economic Development Zone, Hebei, No. Venture Street, No. 11 Patentee after: HEBEI JINGTONG BUILDING TECHNOLOGY Corp. Address before: 056800 Weixian Economic Development Zone, Hebei, No. Venture Street, No. 11 Patentee before: HEBEI JINGTONG ARCHITECTURAL TECHNOLOGY Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240905 Address after: 056800 workshop 3, No. 11 Chuangye street, Weixian Economic Development Zone, Handan City, Hebei Province Patentee after: Weixian Shichuang Building Materials Technology Co.,Ltd. Country or region after: China Address before: 056800 11 Chuang Chuang street, Weixian Economic Development Zone, Handan, Hebei Patentee before: HEBEI JINGTONG BUILDING TECHNOLOGY Corp. Country or region before: China |