CN205343391U - Pre -tensioning system prestressed concrete U template stake mould - Google Patents
Pre -tensioning system prestressed concrete U template stake mould Download PDFInfo
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- CN205343391U CN205343391U CN201620045281.7U CN201620045281U CN205343391U CN 205343391 U CN205343391 U CN 205343391U CN 201620045281 U CN201620045281 U CN 201620045281U CN 205343391 U CN205343391 U CN 205343391U
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- sheet pile
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- 239000011513 prestressed concrete Substances 0.000 title claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 239000004567 concrete Substances 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 238000002372 labelling Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses a pre -tensioning system prestressed concrete U template stake mould, including tentioning screw rod, curb plate, bottom plate, seal head plate and lug, the bottom plate is the type of falling U, and U type inner chamber is trapezoidally, and the both sides of bottom plate all are equipped with the curb plate, and the top of curb plate is equipped with the tentioning screw rod mount pad, is equipped with the tentioning screw rod on the tentioning screw rod mount pad, has enclosed into a U type cavity between two curb plates, bottom plate and the tentioning screw rod, and two curb plates are connected through the both sides of hinge with the bottom plate respectively, and the lug is the U font, intracavity in the U font that the mould was placed at the lug, and seal head plate sets up the both ends at the sheet pile mould respectively. The utility model discloses add the lug on the mould, made things convenient for the removal of mould, adopting hinge connection with the curb plate and the bottom plate of mould, and realizing stretch -draw through the tentioning screw rod, the size of prefabricated U type stake is stable, in addition, the stake of this mould preparation U type needs 3 - 4 hours, compares current 6 hours, has improved production efficiency greatly, has reduced manufacturing cost.
Description
Technical field
This utility model relates to concrete mold technical field, is specifically related to a kind of U-shaped sheet pile mould of pretensioning prestressed concrete.
Background technology
Sheet pile, the one of fender pile, it is generally used for foundation pit enclosure, shore protection process, erosion and torrent control works etc..At present, conventional concrete sheet-piling mainly has rectangle sheet pile and U-shaped sheet pile two class.Wherein, rectangle sheet pile precasting process is easy, easily stacks, transports, but bending resistance is not enough in engineer applied；U-shaped sheet pile is the shaped pile developed by rectangle sheet pile, compares rectangular pile and not only has better bending resistance, also can utilize area by Economization on land.
Structural particularity due to U-shaped sheet pile, it is more complicated that existing U-shaped sheet pile makes mould structure, the dimensional stability of U-shaped sheet pile is poor, as application number is: 201010256840.6, and a kind of mould for U-shaped concrete sheet-piling, this mould includes: an inverted U-shaped lower part steel mould, two upper part steel moulds can opened, close, this mould has a disadvantage in that one, and mould is heavier, it is not provided with moving structure, difficult；Two, mould adopts pneumatic cylinder or hydraulic jack to open, close upper steel, pneumatic cylinder or hydraulic jack are to automatically control according to oil pressure size, if there is a point failure in pneumatic cylinder or hydraulic jack, may result in whole prefabricated U-shaped stake to be destroyed overnight, to Influence of production, and the mold use life-span can be affected；Three, the U-shaped prefabricated pile of this Mold Making probably needs 6 hours, and reset time is longer, improves production cost.
Utility model content
This utility model is according to above-mentioned the deficiencies in the prior art, it is provided that a kind of U-shaped sheet pile mould of pretensioning prestressed concrete.
In order to achieve the above object, this utility model adopts the technical scheme that:
A kind of U-shaped sheet pile mould of pretensioning prestressed concrete, including tensioning screw rod, side plate, base plate, head plate and hanger, described base plate is inverted U, U-shaped inner chamber is trapezoidal, the both sides of base plate are equipped with side plate, the top of side plate is provided with tensioning screw rod mounting seat, described tensioning screw rod mounting seat is provided with tensioning screw rod, mould realizes stretch-draw by tensioning screw rod, two described side plates, a U-shaped cavity is defined between base plate and tensioning screw rod, said two side plate is connected with the both sides of base plate respectively through hinge, described hanger is u-shaped, mould is placed in the U-shaped of hanger intracavity, described head plate is separately positioned on the two ends of sheet pile mould.
As preferably, described hanger is placed equidistant.
As preferably, being provided with longitudinal channel-section steel of multiple longitudinal bracing base plate between described base plate and hanger.
As preferably, the junction of described side plate and base plate is provided with circular arc chamfering.
As preferably, being provided with reinforcement screw rod between longitudinal channel-section steel described in each two.
As preferably, the lower section of described longitudinal channel-section steel is also equidistantly provided with the transverse channel steels of some cross-brace.
The beneficial effects of the utility model are:
This utility model compares existing U-shaped prefabricated pile mould, has the advantage that one, is additionally arranged hanger on mould, facilitates the movement of mould；Two, the side plate of mould and base plate being adopted gemel connection, and realize stretch-draw, simple in construction, the dimensionally stable of prefabricated U-shaped stake by tensioning screw rod, dimensional uniformity is good；Three, the U-shaped stake of this Mold Making needs 34 hours, compares existing 6 hours, substantially increases production efficiency, reduce enterprise's production cost.
Accompanying drawing explanation
Fig. 1 is mould cross-sectional structure schematic diagram of the present utility model；
Fig. 2 is die face structural representation of the present utility model；
Fig. 3 is mould overall structure side view of the present utility model；
Labelling in figure: 1 tensioning screw rod, 2 side plates, 3 base plates, 4 longitudinal channel-section steels, 5 strengthen screw rod, 6 hangers, 7 tensioning screw rod mounting seats, 8 U-shaped cavitys, 9 head plates, 10 U-shaped inner chambers, 11 hinges.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, this utility model is illustrated.
As shown in Figure 1 to Figure 3, a kind of U-shaped sheet pile mould of pretensioning prestressed concrete, including tensioning screw rod 1, side plate 2, base plate 3, head plate 9 and hanger 6, described base plate 3 is in inverted U, U-shaped inner chamber 10 is trapezoidal, the both sides of base plate 3 are equipped with side plate 2, the top of side plate 2 is provided with tensioning screw rod mounting seat 7, described tensioning screw rod mounting seat 7 is provided with tensioning screw rod 1, mould realizes stretch-draw by tensioning screw rod 1, two described side plates 2, a U-shaped cavity 8 is defined between base plate 3 and tensioning screw rod 1, said two side plate 2 is connected respectively through the both sides of hinge 11 with base plate 3, the junction of described side plate 2 and base plate 3 is provided with circular arc chamfering, described hanger 6 is u-shaped, it is placed equidistant, mould is placed on intracavity in the U-shaped of hanger 6, described head plate 9 is respectively through the two ends being bolted to sheet pile mould.
Wherein, in order to strengthen the overall structure of mould, being provided with longitudinal channel-section steel 4 of multiple longitudinal bracing base plate between described base plate 3 and hanger 6, be provided with reinforcement screw rod 5 between each two longitudinal direction channel-section steel 4, the lower section of longitudinal channel-section steel 4 is also equidistantly provided with the transverse channel steels of some cross-brace.
This mould conveniently moving, it is possible to be placed in steam-cured pond and carry out maintenance, safety.
Above-mentioned example, simply to illustrate that technology of the present utility model design and feature, its objective is to be in that to allow one of ordinary skilled in the art will appreciate that content of the present utility model and to implement according to this, can not limit protection domain of the present utility model with this；The change of every equivalence done by the essence of this utility model content or modification, all should be encompassed in protection domain of the present utility model.
Claims (6)
1. the U-shaped sheet pile mould of pretensioning prestressed concrete, it is characterized in that: include tensioning screw rod, side plate, base plate, head plate and hanger, described base plate is inverted U, U-shaped inner chamber is trapezoidal, the both sides of base plate are equipped with side plate, the top of side plate is provided with tensioning screw rod mounting seat, described tensioning screw rod mounting seat is provided with tensioning screw rod, mould realizes stretch-draw by tensioning screw rod, two described side plates, a U-shaped cavity is defined between base plate and tensioning screw rod, said two side plate is connected with the both sides of base plate respectively through hinge, described hanger is u-shaped, mould is placed in the U-shaped of hanger intracavity, described head plate is separately positioned on the two ends of sheet pile mould.
2. a kind of U-shaped sheet pile mould of pretensioning prestressed concrete according to claim 1, it is characterised in that: described hanger is placed equidistant.
3. a kind of U-shaped sheet pile mould of pretensioning prestressed concrete according to claim 1, it is characterised in that: it is provided with longitudinal channel-section steel of multiple longitudinal bracing base plate between described base plate and hanger.
4. a kind of U-shaped sheet pile mould of pretensioning prestressed concrete according to claim 1, it is characterised in that: the junction of described side plate and base plate is provided with circular arc chamfering.
5. a kind of U-shaped sheet pile mould of pretensioning prestressed concrete according to claim 3, it is characterised in that: it is provided with reinforcement screw rod between longitudinal channel-section steel described in each two.
6. a kind of U-shaped sheet pile mould of pretensioning prestressed concrete according to claim 3, it is characterised in that: the lower section of described longitudinal channel-section steel is also equidistantly provided with the transverse channel steels of some cross-brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620045281.7U CN205343391U (en) | 2016-01-18 | 2016-01-18 | Pre -tensioning system prestressed concrete U template stake mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620045281.7U CN205343391U (en) | 2016-01-18 | 2016-01-18 | Pre -tensioning system prestressed concrete U template stake mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205343391U true CN205343391U (en) | 2016-06-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620045281.7U Active CN205343391U (en) | 2016-01-18 | 2016-01-18 | Pre -tensioning system prestressed concrete U template stake mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205343391U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106217638A (en) * | 2016-08-31 | 2016-12-14 | 湖南卓工建材科技有限公司 | A kind of inverted prestressed concrete U-board forming pile mould |
| CN107443548A (en) * | 2017-08-22 | 2017-12-08 | 潘春光 | A kind of production method of water channel gool prefabricated component |
-
2016
- 2016-01-18 CN CN201620045281.7U patent/CN205343391U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106217638A (en) * | 2016-08-31 | 2016-12-14 | 湖南卓工建材科技有限公司 | A kind of inverted prestressed concrete U-board forming pile mould |
| CN107443548A (en) * | 2017-08-22 | 2017-12-08 | 潘春光 | A kind of production method of water channel gool prefabricated component |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201203 Address after: No. 58, Xiangshan Heyan Road, Nansha, Jingang town, Zhangjiagang City, Suzhou City, Jiangsu Province 215600 Patentee after: ZHANGJIAGANG YUESHENGYUAN METAL PRODUCT Co.,Ltd. Address before: 215600, room 7, 301 Jin Kong modern city, Jin Gang Town, Suzhou, Jiangsu, Zhangjiagang Patentee before: Zheng Zhizhong |
|
| TR01 | Transfer of patent right |