CN2349297Y - Length-adjustable prefabricated shearing force beam form - Google Patents
Length-adjustable prefabricated shearing force beam form Download PDFInfo
- Publication number
- CN2349297Y CN2349297Y CN 98246589 CN98246589U CN2349297Y CN 2349297 Y CN2349297 Y CN 2349297Y CN 98246589 CN98246589 CN 98246589 CN 98246589 U CN98246589 U CN 98246589U CN 2349297 Y CN2349297 Y CN 2349297Y
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- mold
- side plate
- mould
- plate
- end mould
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- Expired - Fee Related
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Abstract
The utility model relates to a length adjusting special mold for prefabricated shearing beams, which is composed of an end mold, a side plate, a bottom mold, a positioning pin, a core mold, etc. The side plate of the mold, a baffle plate of the end mold and the bottom mold are arranged and fixed through U-shaped clamps. The outer side of the adjustable end mold is provided with a mold plate limit clamp through which a side mold plate is clamped. The positioning pin is threaded through the end mold and is connected in series and fixed to a connecting plate on a beam end. When the utility model is used, a beam steel frame component is placed in the utility model, concrete is poured and the mold can be dismantled after the concrete reaches the strength. The mold has the advantages of simple structure, convenient fabrication and flexible installation and dismounting and is an ideal mold for factory production components.
Description
The utility model relates to a kind of precast beam mould of building trade
At present, in building trade, be extensive use of the cast-in-situ steel reinforced concrete beam, during constructing at the scene, this method needs a large amount of wireties, need by many scaffold formboard fastenings, during fixed charge, effort, labour intensity is big, long construction period, it is more influenced by human factor, and quality is difficult for guaranteeing, existing precast beam can address the above problem to a certain extent, but produce the beam of same cross section different length size, need to use a lot of moulds, increase the member cost, at above-mentioned deficiency, the utility model has designed the prefabricated shear beam mould of a kind of adjustable length.
The purpose of this utility model is, has designed the prefabricated shear beam mould of a kind of adjustable length, shear beam that can prefabricated different length size, this mould structure is simple, manufactures conveniently, install, dismounting flexibly, be the desirable mould that member is produced in batch production.
The prefabricated shear beam mould of a kind of adjustable length described in the utility model, be by the end mould, side plate, bed die, alignment pin, compositions such as core, described mould side plate (5) vertically is fixed with two steel pipes (11), side plate (5) installs and fixes by U-shaped card (9) with bed die (6), end mould (1) is fixed on the inboard of plate washer (4), plate washer (4) is fixing by U-shaped card (9) with side plate (5), 2-4 the spacing clamp of template (8) arranged in the outside of side plate, the spacing clamp of this template (8) can move freely in side plate (5) outside, and by bolt with side plate (5) clamping, adjustable end mould (13) the spacing clamp of template (8) clamping, alignment pin (2) pass end mould locating hole (12) and the series connection of beam-ends junction plate is fixing.Described end mould (1), (13) are hollow U-shaped column, and an end die cap plate (3) is arranged in the top, and an end mould heelpiece piece (7) is arranged in its lower end.
Further describe and provide embodiment below in conjunction with accompanying drawing
Fig. 1 is the prefabricated shear beam mould assembling of a utility model adjustable length schematic diagram
Fig. 2 is the prefabricated shear beam mould of a utility model adjustable length exploded view
Fig. 3 is prefabricated shear beam reinforcing bar member schematic diagram
Fig. 4 is prefabricated shear beam finished product schematic diagram
The prefabricated shear beam mould of a kind of adjustable length described in the utility model, form by end mould, side plate, bed die, alignment pin, core etc., described mould side plate 5 vertically is fixed with two steel pipes (11), in order to strengthen the stiffness of side template, prevents the side plate buckling deformation; Side plate (5) installs and fixes by U-shaped card (9) with bed die (6), end mould (1), (13) are hollow U-shaped column, in end mould upper end one end die cap plate (3) are arranged, and there is an end mould heelpiece piece (7) lower end, this cushion block (7) is used for controlling concrete cover thickness, and prevents spillage; End mould (1) is fixed on the inboard of plate washer (4), plate washer (4) is fixing by U-shaped card (9) with side plate (5), 2-4 the spacing clamp of template (8) arranged in the outside of side plate, the spacing clamp of this template (8) can move freely in side plate (5) outside, and by bolt with side plate (5) clamping, adjustable end mould (13) the spacing clamp of template (8) clamping, alignment pin (2) pass end mould locating hole (12) and the series connection of beam-ends junction plate is fixing.During use, earlier bed die and side plate are fixed with the U-shaped clamp, put into end mould heelpiece piece, the joist steel bone member of determining good length dimension is put into it, the fixed end mould is inserted, adjustable end mould is clamped on the joist steel bone member place that conforms to the spacing clamp of template, again with alignment pin insertion end mould upper cover plate, lower connecting plate on the beam-ends, end mould and end mould heelpiece piece and series connection are fixing, place core, concreting, jolt ramming is wipeed off, treats can pull down core after concrete reaches certain intensity, end mould etc., form the U-shaped groove in the shear beam termination, and on the beam-ends, lower connecting plate exposes out in U-lag.
Claims (2)
1, the prefabricated shear beam mould of a kind of adjustable length, be by the end mould, side plate, bed die, alignment pin, compositions such as core, it is characterized in that described mould side plate (5) vertically is fixed with two steel pipes (11), side plate (5) installs and fixes by U-shaped card (9) with bed die (6), end mould (1) is fixed on the inboard of plate washer (4), plate washer (4) is fixing by U-shaped card (9) with side plate (5), 2-4 the spacing clamp of template (8) arranged in the outside of side plate, the spacing clamp of this template (8) can move freely in side plate (5) outside, and by bolt with side plate (5) clamping, adjustable end mould (13) the spacing clamp of template (8) clamping, alignment pin (2) pass end mould locating hole and the series connection of beam-ends junction plate is fixing.
2, the prefabricated shear beam mould of adjustable length according to claim 1 is characterized in that, described end mould (1), (13) column that takes the shape of the letter U is provided with end die cap plate (3) in the top, and an end mould heelpiece piece (7) is arranged in its lower end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98246589 CN2349297Y (en) | 1998-11-28 | 1998-11-28 | Length-adjustable prefabricated shearing force beam form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 98246589 CN2349297Y (en) | 1998-11-28 | 1998-11-28 | Length-adjustable prefabricated shearing force beam form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2349297Y true CN2349297Y (en) | 1999-11-17 |
Family
ID=33991998
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 98246589 Expired - Fee Related CN2349297Y (en) | 1998-11-28 | 1998-11-28 | Length-adjustable prefabricated shearing force beam form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2349297Y (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635232A (en) * | 2012-04-25 | 2012-08-15 | 中国十七冶集团有限公司 | Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam |
| CN104790657A (en) * | 2015-04-20 | 2015-07-22 | 中国建筑第二工程局有限公司 | Cast-in-place concrete slab side form adjustable support and serration plate construction system |
| CN106032702A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Self-balance integral template assembling structure of reinforced concrete beam |
| CN107398985A (en) * | 2017-08-21 | 2017-11-28 | 长沙远大住宅工业集团股份有限公司 | The production equipment and production method of a kind of precast beam |
| CN107443547A (en) * | 2017-08-21 | 2017-12-08 | 长沙远大住宅工业集团股份有限公司 | The production equipment and production method of a kind of precast beam |
| CN106351443B (en) * | 2016-10-10 | 2018-08-17 | 中建一局集团第五建筑有限公司 | Adjustable concrete lintel pouring mold and using method thereof |
| CN109267746A (en) * | 2018-11-02 | 2019-01-25 | 浙江工业大学 | A kind of beam forms of multifunctional movable |
| CN110561596A (en) * | 2019-10-17 | 2019-12-13 | 福建鸿生高科环保科技有限公司 | Precast beam mold and working method thereof |
| CN113894913A (en) * | 2020-06-22 | 2022-01-07 | 南通现代建筑产业发展有限公司 | General mould of precast concrete roof beam |
-
1998
- 1998-11-28 CN CN 98246589 patent/CN2349297Y/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102635232A (en) * | 2012-04-25 | 2012-08-15 | 中国十七冶集团有限公司 | Reinforcement method for transverse reinforcement interior edge at side of arc-shaped beam |
| CN104790657A (en) * | 2015-04-20 | 2015-07-22 | 中国建筑第二工程局有限公司 | Cast-in-place concrete slab side form adjustable support and serration plate construction system |
| CN104790657B (en) * | 2015-04-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Cast-in-place concrete slab side form adjustable support and serration plate construction system |
| CN106032702A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Self-balance integral template assembling structure of reinforced concrete beam |
| CN106351443B (en) * | 2016-10-10 | 2018-08-17 | 中建一局集团第五建筑有限公司 | Adjustable concrete lintel pouring mold and using method thereof |
| CN107398985A (en) * | 2017-08-21 | 2017-11-28 | 长沙远大住宅工业集团股份有限公司 | The production equipment and production method of a kind of precast beam |
| CN107443547A (en) * | 2017-08-21 | 2017-12-08 | 长沙远大住宅工业集团股份有限公司 | The production equipment and production method of a kind of precast beam |
| CN109267746A (en) * | 2018-11-02 | 2019-01-25 | 浙江工业大学 | A kind of beam forms of multifunctional movable |
| CN109267746B (en) * | 2018-11-02 | 2024-05-07 | 浙江工业大学 | Multifunctional movable beam template |
| CN110561596A (en) * | 2019-10-17 | 2019-12-13 | 福建鸿生高科环保科技有限公司 | Precast beam mold and working method thereof |
| CN113894913A (en) * | 2020-06-22 | 2022-01-07 | 南通现代建筑产业发展有限公司 | General mould of precast concrete roof beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C57 | Notification of unclear or unknown address | ||
| DD01 | Delivery of document by public notice |
Addressee: Li Lingqun Document name: Notice of termination |
|
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |