CN211341725U - Cantilever water stop template for dam - Google Patents
Cantilever water stop template for dam Download PDFInfo
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- CN211341725U CN211341725U CN201922042596.2U CN201922042596U CN211341725U CN 211341725 U CN211341725 U CN 211341725U CN 201922042596 U CN201922042596 U CN 201922042596U CN 211341725 U CN211341725 U CN 211341725U
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- cantilever
- diagonal brace
- panel
- stupefied
- dam
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Abstract
The utility model discloses a cantilever stagnant water template for dam, which comprises a panel, one side of panel is provided with the back of the body stupefied, and the stupefied centre of keeping away from panel one side of the back of the body is connected with the one end of first diagonal brace and second diagonal brace respectively, and the other end of first diagonal brace is connected with the one end of crossbearer, and the other end and the stupefied bottom of the back of the body of crossbearer are connected, the other end of second diagonal brace is connected with bottom one side of outrigger, and the opposite side of outrigger is connected with the stupefied top of the back of the body, constitute triangle-shaped between the stupefied, second diagonal brace and the outrigger of the back of the body between constitute triangle-shaped, first diagonal brace and second diagonal brace are extending structure, first diagonal brace is articulated with the stupefied connected mode of the back of the body and outrigger, the stupefied and crossbeared connected mode of the back. This cantilever stagnant water template for dam can be supported panel and back of the body stupefied by first diagonal brace and second diagonal brace simultaneously to make the construction more convenient, fix a position more firmly accurate.
Description
Technical Field
The utility model relates to a dam technical field specifically is cantilever stagnant water template for dam.
Background
The dam refers to a weir for intercepting rivers and blocking water, and a water blocking dam of reservoirs, rivers and the like. The common reservoir dam mainly comprises a main dam, an auxiliary dam, a gravity dam, a normal spillway, an emergency spillway, a smart main canal culvert and a power station.
In the past, the dam water stop template can only be constructed by using a wood mold, and has poor construction quality and poor effect.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a cantilever stagnant water template for dam to can only use the wooden pattern construction toward dam stagnant water template that proposes in solving above-mentioned background art, the problem that construction quality is poor, the effect is not good.
In order to achieve the above object, the utility model provides a following technical scheme: cantilever stagnant water template for dam, including the panel, one side of panel is provided with the stupefied of carrying on the back, and the stupefied centre of keeping away from panel one side of carrying on the back is connected with the one end of first diagonal brace and second diagonal brace respectively, and the other end of first diagonal brace is connected with the one end of crossbearer, and the other end and the stupefied bottom of carrying on the back of the body of crossbearer are connected, the other end of second diagonal brace is connected with bottom one side of the frame of taking on the back, and the opposite side of taking on the back is connected with the stu.
Preferably, a triangle is formed among the back edge, the first diagonal brace and the transverse frame, and a triangle is formed among the back edge, the second diagonal brace and the cantilever frame.
Preferably, the first diagonal brace and the second diagonal brace are both telescopic structures.
Preferably, the first inclined supporting rod is hinged with the back ridge and the cantilever frame, and the second inclined supporting rod is hinged with the back ridge and the transverse frame.
Preferably, the bottom of crossbearer is connected with the girder tripod, and the bottom of crossbearer evenly is provided with the dogtooth, the top of girder tripod is provided with the gear, and the gear is connected with the crossbearer meshing.
Preferably, the top of panel one side and one side of girder tripod are connected with pre-buried support respectively, and the connected mode between panel and girder tripod and the pre-buried support is threaded connection.
Preferably, the panel and the back ridge are both made of steel.
Compared with the prior art, the beneficial effects of the utility model are that: this cantilever stagnant water template for dam can be supported panel and back of the body stupefied by first diagonal brace and second diagonal brace simultaneously to make the construction more convenient, fix a position more firmly accurate.
Drawings
Fig. 1 is a side view of the cantilever water stop template for the dam of the utility model.
In the figure: 1. the main beam tripod comprises a back ridge, 2, a pre-embedded support, 3, a panel, 4, a first inclined strut, 5, a main beam tripod, 6, a cantilever frame, 7, a second inclined strut, 8, a cross frame, 9 and a gear.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1, the present invention provides a technical solution: cantilever stagnant water template for dam, including panel 3, one side of panel 3 is provided with the stupefied 1 of the back of the body, the stupefied 1 of the back of the body passes through bolted connection with panel 3, the stupefied 1 of the back of the body is kept away from the one end that is connected with first diagonal brace 4 and second diagonal brace 7 respectively in the centre of panel 3 one side, the other end of first diagonal brace 4 is connected with the one end of crossbearer 8, the other end of crossbearer 8 is connected with the bottom of the stupefied 1 of the back of the body, the other end of second diagonal brace 7 is connected with bottom one side of outrigger 6, the opposite side of outrigger 6 is connected with the top of the stupefied 1 of the back of the body, the connected mode of first diagonal brace 4 and stupefied 1 of the back of the body and outrigger 6 is articulated, the connected mode of second diagonal brace 7 and stupefied 1 of the back of the body and crossbearer 8 are articulated, this structure makes panel 3 and stupefied 1 of the back of, A triangle is formed between the first inclined strut 4 and the cross frame 8, a triangle is formed between the back ridge 1, the second inclined strut 7 and the cantilever frame 6, the triangle structure is stable, the panel 3 and the back ridge 1 can be stably supported, the first inclined strut 4 and the second inclined strut 7 are both telescopic structures, the first inclined strut 4 and the second inclined strut 7 are both composed of a cylinder and two straight rods, the two straight rods are respectively inserted at two ends of the cylinder, the straight rods and the cylinder are fixedly connected through screws, the screw connection mode is detachable, so that the first inclined strut 4 and the second inclined strut 7 can be telescopically changed, the structure enables the first inclined strut 4 and the second inclined strut 7 to be telescopically adjusted according to actual requirements during installation, the operation is more convenient, the bottom of the cross frame 8 is connected with a main beam tripod 5, the cross frame 8 is arranged on the main beam tripod 5, and the two can relatively slide, convex teeth are uniformly arranged at the bottom of the cross frame 8, a gear 9 is arranged at the top of the main beam tripod 5, the gear 9 is meshed with the cross frame 8, the gear 9 is arranged on the main beam tripod 5 through a shaft, the shaft can be connected with the main beam tripod 5 through screws and is detachable, when the mold stripping is needed, the rotating gear 9 can drive the cross frame 8 to slide and move on the main beam tripod 5, thereby driving the panel 3 and the back edge 1 to move together, thereby achieving the purpose of demoulding, being very convenient, when needing to be fixed, the top of one side of the panel 3 and one side of the main beam tripod 5 are respectively connected with the embedded support 2, and the connected mode between panel 3 and girder tripod 5 and pre-buried support 2 is threaded connection, and this structure makes the device can fix on the cantilever, and the stupefied 1 of panel 3 and back of the body all adopts the steel material, and the steel material is more firm stable than timber matter.
The working principle is as follows: when using this cantilever stagnant water template for dam, whether the device has the part damaged or connect the condition insecure earlier, use after the inspection is errorless, panel 3 and the stupefied 1 one side of carrying on the back of the body of the device are provided with first diagonal brace 4 and second diagonal brace 7 respectively, first diagonal brace 4 and second diagonal brace 7 can the combined action carry out the roof pressure to panel 3 and the stupefied 1 of the back of the body and fix, thereby it is more accurate to let the stagnant water location, and first diagonal brace 4 and second diagonal brace 7 all are for articulated with the stupefied 1 of the back of the body, make both can be along with the rising of template be under construction together, thereby let the construction convenient and fast more, this is the theory of operation of this cantilever stagnant water template for dam.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments or portions thereof without departing from the spirit and scope of the invention.
Claims (7)
1. Cantilever stagnant water template for dam, its characterized in that: the foldable back-carrying pile comprises a panel (3), wherein a back edge (1) is arranged on one side of the panel (3), one ends of a first inclined supporting rod (4) and a second inclined supporting rod (7) are respectively connected to the middle of one side, far away from the panel (3), of the back edge (1), the other end of the first inclined supporting rod (4) is connected with one end of a transverse frame (8), the other end of the transverse frame (8) is connected with the bottom of the back edge (1), the other end of the second inclined supporting rod (7) is connected with one side of the bottom of a cantilever frame (6), and the other side of the cantilever frame (6) is connected with the top of the back edge (1).
2. The cantilever water stop template for the dam according to claim 1, wherein: a triangle is formed among the back edge (1), the first inclined supporting rod (4) and the transverse frame (8), and a triangle is formed among the back edge (1), the second inclined supporting rod (7) and the cantilever frame (6).
3. The cantilever water stop template for the dam according to claim 1, wherein: the first inclined supporting rod (4) and the second inclined supporting rod (7) are both of telescopic structures.
4. The cantilever water stop template for the dam according to claim 1, wherein: the first inclined supporting rod (4) is hinged with the back ridge (1) and the cantilever frame (6), and the second inclined supporting rod (7) is hinged with the back ridge (1) and the transverse frame (8).
5. The cantilever water stop template for the dam according to claim 1, wherein: the bottom of crossbearer (8) is connected with girder tripod (5), and the bottom of crossbearer (8) evenly is provided with the dogtooth, the top of girder tripod (5) is provided with gear (9), and gear (9) are connected with crossbearer (8) meshing.
6. The cantilever water stop template for the dam according to claim 1, wherein: the top of panel (3) one side and one side of girder tripod (5) are connected with pre-buried support (2) respectively, and the connected mode between panel (3) and girder tripod (5) and pre-buried support (2) is threaded connection.
7. The cantilever water stop template for the dam according to claim 1, wherein: the panel (3) and the back edge (1) are both made of steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922042596.2U CN211341725U (en) | 2019-11-22 | 2019-11-22 | Cantilever water stop template for dam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922042596.2U CN211341725U (en) | 2019-11-22 | 2019-11-22 | Cantilever water stop template for dam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211341725U true CN211341725U (en) | 2020-08-25 |
Family
ID=72136684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922042596.2U Active CN211341725U (en) | 2019-11-22 | 2019-11-22 | Cantilever water stop template for dam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211341725U (en) |
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2019
- 2019-11-22 CN CN201922042596.2U patent/CN211341725U/en active Active
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| GR01 | Patent grant | ||
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Address after: 650000 No. 304, 3 / F, building a, Yunnan Copper Compaq building, Kegao Road, high tech Zone, Kunming, Yunnan Patentee after: Yunnan Nongken Chunying Technology Co.,Ltd. Address before: 650000 No. 603-2, 625 2nd Ring West Road, high tech Zone, Kunming, Yunnan Province Patentee before: YUNNAN CHUNYING TEMPLATE MANUFACTURING Co.,Ltd. |