CN2784162Y - Mould for concrete interlocking patch - Google Patents
Mould for concrete interlocking patch Download PDFInfo
- Publication number
- CN2784162Y CN2784162Y CN 200520041032 CN200520041032U CN2784162Y CN 2784162 Y CN2784162 Y CN 2784162Y CN 200520041032 CN200520041032 CN 200520041032 CN 200520041032 U CN200520041032 U CN 200520041032U CN 2784162 Y CN2784162 Y CN 2784162Y
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- mould
- template
- bed die
- backform
- utility
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- Expired - Lifetime
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Abstract
The utility model relates to a mould for concrete interlocking patches, particularly the mould used for preparing concrete interlocking patches on the protective bottoms of dams. The utility model is designed to solve the technical problem of the slurry leakage of moulds and the corner fracture of concrete interlocking patches. The utility model has the technical scheme that the utility model comprises a box mould which is characterized in that the box mould is divided into a top mould and a bottom mould, wherein the lower part of the top mould has a rope hole and the bottom mould is welded with a steel bottom surface. After assembled, the moulds form a box body structure with an open top and a closed bottom; the bottom mould is fixed while the top mould is movable. Sponge sheets are stuck to the joint seams between the bottom mould and the top mould; adjacent facets of the moulds have an inclined plane as transition, and each intersection angle of the adjacent facets is an obtuse angle. The utility model is suitable for the moulds used for preparing concrete interlocking patches.
Description
Technical field:
The utility model relates to the template that the concrete locking plate of preparation dykes and dams river bottom protection is used.
Background technology
The concrete locking plate is widely used in the engineering dykes and dams, and the concrete locking plate has as the weight ballast and row's body is connected firmly, and lays the high advantage of efficient.The locking plate monolithic be shaped as the blocks that up and down squarely, side become rectangle, the angle of cut of adjacent two faces all is 90 degree.This concrete locking plate causes the arrisdefect phenomenon easily.The monoblock type template that preparation concrete locking plate adopts adapts to that ground loose tool ability, spillage are serious, the arrisdefect phenomenon is serious during form removal; Pin-connected panel template housing separates with inside casing and is furnished with inserted sheet, and the assembly unit operation is many, complex process, workload are big, and binding site is many, spillage is difficult to avoid, and template is through after the turnover repeatedly, and distortion is serious, through finishing still can't avoid being out of shape, the problem of spillage and form removal arrisdefect.Therefore, need to improve the locking plate template, to improve the quality of products, production efficiency, to reduce production costs.
The utility model content
The utility model need solve the problem of template spillage, concrete locking plate arrisdefect.
The technical solution of the utility model comprises the box-shaped template, it is characterized in that the box-shaped template is divided into bed die and backform is two-layer up and down, and the rope hole is opened in the backform bottom, and bed die is welded with the steel plate bottom surface, the body structure that form upper shed behind the template assembly, seals down; Bed die is that fixed, backform is movable, and the piece between backform and the bed die is pasted sponge strip; Each adjacent surface of template has chamfered transition, and the angle of cut of adjacent surface becomes the obtuse angle.
The utility model is owing to make the split up and down of backform, bed die with template, when bed die is fixed formwork erection backform only need be installed and get final product, and mounting process is simple, and labor intensive is few, can raise labour productivity; Backform hangs when tearing open, and adhesion strength is little, and the demoulding is easy, and template lifting distortion is little, is difficult for forming permanent deformation, and template size is accurate, deviation is little, steady quality, the form cycling rate height, and the turnaround time is long; The template chamfer design reduces the concrete component breakage, can not cause the arrisdefect damage of concret block; Piece uses sponge to end slurry, reduces spillage, reduces the wastage; The sealing of bed die bottom surface is not subjected to the influence of ground flat degree; Template spacing and dimensional accuracy can guarantee the requirement of locking plate block spacing and single block size precision.
Description of drawings
What Fig. 1 represented is that master of the present utility model looks schematic diagram.
What Fig. 2 represented is vertical view of the present utility model.
What Fig. 3 represented is the design sketch of the utility model assembling.
The specific embodiment
Box-shaped template of the present utility model is welded into bed die 1 respectively and backform is two-layer about in the of 2, and the rope hole is opened in backform 2 bottoms, and bed die 1 is welded with steel plate bottom surface 3, the box structure that become upper shed behind the template assembly, seals down; Bed die 1 be fixed, backform 2 for movable, the piece between backform 2 and the bed die 1 is pasted sponge strip; Each adjacent surface of template has chamfered transition, and the angle of cut of adjacent surface becomes the obtuse angle.Best way of the present utility model is: backform is high 10 centimetres, and bed die is high 6 centimetres, and respectively there are 6 centimetres of high tilting sections at two ends up and down, there is 4 centimetres high vertical section the centre, 440 centimetres of the box-shaped template intermediate square length of sides, 334 centimetres of the upper and lower end face square length of sides are high 16 centimetres; The thick 2mm of bed die bottom surface steel plate.
Claims (3)
1, concrete locking plate template comprises the box-shaped template, it is characterized in that the box-shaped template is divided into bed die and backform is two-layer up and down, and the rope hole is opened in the backform bottom, and bed die is welded with the steel plate bottom surface, the body structure that form upper shed behind the template assembly, seals down; Bed die is that fixed, backform is movable, and the piece between backform and the bed die is pasted sponge strip; Each adjacent surface of template has chamfered transition, and the angle of cut of adjacent surface becomes the obtuse angle.
2, concrete locking plate template according to claim 1, it is characterized in that backform is high 10 centimetres, bed die is high 6 centimetres, and respectively there are 6 centimetres of high tilting sections at two ends up and down, 440 centimetres of the box-shaped template intermediate square length of sides, 334 centimetres of the upper and lower end face square length of sides.
3, concrete locking plate template according to claim 1 and 2 is characterized in that the thick 2mm of bed die bottom surface steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520041032 CN2784162Y (en) | 2005-04-21 | 2005-04-21 | Mould for concrete interlocking patch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520041032 CN2784162Y (en) | 2005-04-21 | 2005-04-21 | Mould for concrete interlocking patch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2784162Y true CN2784162Y (en) | 2006-05-31 |
Family
ID=36771145
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520041032 Expired - Lifetime CN2784162Y (en) | 2005-04-21 | 2005-04-21 | Mould for concrete interlocking patch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2784162Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449068C (en) * | 2006-09-05 | 2009-01-07 | 南通四建集团有限公司 | Method for jointing concrete of upper layer and lower layer of concrete wall |
| CN103171025A (en) * | 2013-03-19 | 2013-06-26 | 中交一航局第二工程有限公司 | Interlocking piece, interlocking piece quick pressing prefabrication device, and method with same |
-
2005
- 2005-04-21 CN CN 200520041032 patent/CN2784162Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100449068C (en) * | 2006-09-05 | 2009-01-07 | 南通四建集团有限公司 | Method for jointing concrete of upper layer and lower layer of concrete wall |
| CN103171025A (en) * | 2013-03-19 | 2013-06-26 | 中交一航局第二工程有限公司 | Interlocking piece, interlocking piece quick pressing prefabrication device, and method with same |
| CN103171025B (en) * | 2013-03-19 | 2016-04-06 | 中交一航局第二工程有限公司 | Locking plate and the pre-control equipment of locking plate fast ram and 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 |
Owner name: SHANGHAI TRAFFIC BUILDING TURNKEY CO., LTD. Free format text: FORMER NAME OR ADDRESS: SHANGHAI COMMUNICATION CONSTRUCTION CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 201208 No. 985 Pudong North Road, Shanghai, Pudong New Area Patentee after: Shanghai Communications Construction General Contracting Ltd. Address before: 201208 No. 985 Pudong North Road, Shanghai, Pudong New Area Patentee before: Shanghai Communication Construction Co., Ltd. |
|
| C17 | Cessation of patent right | ||
| CX01 | Expiry of patent term |
Expiration termination date: 20150421 Granted publication date: 20060531 |