CN205296164U - Fill ability of swimming slip form construction device - Google Patents
Fill ability of swimming slip form construction device Download PDFInfo
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- CN205296164U CN205296164U CN201521132610.3U CN201521132610U CN205296164U CN 205296164 U CN205296164 U CN 205296164U CN 201521132610 U CN201521132610 U CN 201521132610U CN 205296164 U CN205296164 U CN 205296164U
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- water tank
- storage water
- bed die
- storage tank
- lower water
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Abstract
The utility model provides a fill ability of swimming slip form construction device, the die block is placed on the plane by side form and concreting formation, the die block is connected with the hoist engine that sets up on operation platform through wire rope, storage water tank under the lower part of die block is provided with, the storage water tank is provided with the reinforcement steel pipe in both sides from top to bottom about the die block, both ends are provided with down and store up water inlet pipe around the storage water tank top down, both ends are provided with down and store up outlet pipe of water tank around the bottom, both sides are provided with the reinforcement muscle about the storage water tank down, the upper portion of die block is provided with the storage water tank, the upper and lower both sides of the highest storage water tank of die block are provided with the reinforcement steel pipe, the top front and back both ends of going up the storage water tank are provided with stores up water inlet pipe, both ends are provided with and store up outlet pipe of water tank around the bottom, the upper and lower both sides of going up the storage water tank have been provided with the reinforcement muscle, go up the storage water tank and be provided with the reinforcement muscle down between the storage water tank, this device can be applied to the slope and build the base face, the concrete -faced rockfill dam that the filler filled, the concrete panel of engineerings such as embankment takes shape.
Description
Technical field
This utility model belongs to construction equipment or other building auxiliary device or equipment technical field, be specifically related to a kind of for tilting foundation plane, the concrete slab Water slip form construction device of the engineering such as face dam that filler fills, embankment.
Background technology
In Hydraulic and Hydro-Power Engineering, power plant building is special functional owing to having it into and out of water channel base plate, and delay plus this structure gradient, the impact of the many factors such as area is little, concrete works amount is little, common engineering construction all adopts the artificial monolithic of routine to build, receive surface construction method, the method takes a lot of work, time-consuming while concreting presentation quality also be difficult to ensure. This problem is always up a difficult problem for the concrete construction of the type engineering structure. Construction technology in conjunction with conventional rock-faced dam dam facing board concrete, consider the characteristic into and out of water channel base plate, adopt Water Slip Form Construction Technique, simple and reasonable, processing, peace is torn open, convenient transportation, cost of manufacture are low, it is little to conduct oneself with dignity, working procedure is simple, it is easy to constructing operation, it is especially suitable for quantities little, the slope concrete slope protection works that area is less. Because its technique one-time continuous construction can complete ribbon polylith bank protection, making efficiency of construction be multiplied, and be substantially reduced construction cost, concrete construction quality is prone to ensure.
Summary of the invention
Technical problem to be solved in the utility model is in that to overcome the deficiency of above-mentioned construction method, it is provided that a kind of reasonable in design, simple in construction, easy installation and removal, cost is low, it is little to conduct oneself with dignity, the simple Water slip form construction device of working procedure.
Solve the technical scheme is that bed die of above-mentioned technical problem and be placed on by side form and casting concrete has been formed plane, bed die is connected with the hoist engine arranged on the operational platform by steel wire rope, the bottom of bed die is provided with lower water tank, on bed die, the upper and lower both sides of lower water tank are provided with reinforcing steel pipe, rear and front end, lower water tank top is provided with lower water tank water inlet pipe, rear and front end, bottom is provided with lower water tank outlet pipe, the upper and lower both sides of lower water tank are provided with rinforcement bar, the top of bed die is provided with storage tank, on bed die, the both sides up and down of upper storage tank are provided with reinforcing steel pipe, the rear and front end, top of upper storage tank is provided with storage tank water inlet pipe, rear and front end, bottom is provided with storage tank outlet pipe, the both sides up and down of upper storage tank have been provided with rinforcement bar, it is provided with rinforcement bar between upper storage tank and lower water tank.
Bed die of the present utility model is length be 8��10m, width is the steel form of 1.5m.
Owing to this utility model have employed, the bottom of bed die is provided with lower water tank, top is provided with storage tank, bed die is placed on by side form and casting concrete has been formed plane, bed die is connected with the hoist engine arranged on the operational platform by steel wire rope, hoist engine traction bed die rises and coagulation soil pressure is smeared shaping, increase according to charge and discharge water in construction demand upwards storage tank and lower water tank or reduce counterweight, realize concrete pressure is smeared shaping, the deadweight of this device is little, cost is low, can combine according to different parts actual landform condition reasonable Arrangement sliding formwork, convenient disassembly, accelerating construction progress, can be applicable to tilt foundation plane, the face dam that filler fills, the shaping of the concrete slab of the engineerings such as embankment.
Accompanying drawing explanation
Fig. 1 is the structural representation of one embodiment of this utility model.
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention
Below in conjunction with drawings and Examples, this utility model is described in further details, but this utility model is not limited to these embodiments.
Embodiment 1
In FIG, this utility model Water slip form construction device is connected and composed by lower water tank water inlet pipe 1, lower water tank 2, upper storage tank water inlet pipe 3, upper storage tank 4, upper storage tank outlet pipe 5, reinforcing steel pipe 6, bed die 7, steel wire rope 8, hoist engine 9, chute 10, side form 11, dowel 12, rinforcement bar 13, lower water tank outlet pipe 14. Hoist engine 9 draws the direction of sliding formwork rising and is defined as.
At Fig. 1, in 2, bed die 7 is length is 9m, width is the steel form of 1.5m, the length and width of bed die 7 is specifically determined according to the length and width of construction plane, lower weld at bed die 7 is fixed with lower water tank 2, on bed die 7, the both sides up and down of lower water tank 2 are all welded with reinforcing steel pipe 6, lower water tank 2 is made better to be fixed on bed die 7, the rear and front end, top of lower water tank 2 is all installed by welding with lower water tank water inlet pipe 1, inject water in lower water tank 2 by lower water tank water inlet pipe 1, bottom lower water tank 2, rear and front end is all installed by welding with lower water tank outlet pipe 14, by lower water tank outlet pipe 14, the water in lower water tank 2 is released, alleviate the counterweight of lower water tank 2, the both sides up and down of lower water tank 2 are installed by welding with rinforcement bar 13, one end of rinforcement bar 13 is welded on lower water tank 2, the other end is welded on bed die 7, to 2 reinforcement effects of lower water tank. it is fixed with storage tank 4 at the upper weld of bed die 7, on bed die 7, the both sides up and down of upper storage tank 4 are all welded with reinforcing steel pipe 6, storage tank 4 is made better to be fixed on bed die 7, the rear and front end, top of upper storage tank 4 is all installed by welding with storage tank water inlet pipe 3, inject water in upper storage tank 4 by upper storage tank water inlet pipe 3, bottom upper storage tank 4, rear and front end is all installed by welding with storage tank outlet pipe 5, by upper storage tank outlet pipe 5, water is released from upper storage tank 4, alleviate the counterweight of upper storage tank 4, the both sides up and down of upper storage tank 4 are installed by welding with rinforcement bar 13, one end of rinforcement bar 13 is welded on storage tank 4, the other end is welded on bed die 7, to 4 reinforcement effects of upper storage tank, it is installed by welding with rinforcement bar 13 between upper storage tank 4 and lower water tank 2, bed die 7 is placed on by side form 11 and casting concrete has been formed plane, bed die 7 is connected with the hoist engine 9 installed on the operational platform by steel wire rope 8, bed die 7 under the traction of hoist engine 9 along chute 10 upward sliding, coagulation soil pressure is smeared shaping by bed die 7, distance between bed die 7 and hoist engine 9 is specifically determined according to condition of construction.
Embodiment 2
In the present embodiment, bed die 7 is length be 8m, width is the steel form of 1.5m, and the length and width of bed die 7 is specifically determined according to the length and width of construction plane, and the annexation of all the other each parts and parts is identical with embodiment 1.
Embodiment 3
In the present embodiment, bed die 7 is length be 10m, width is the steel form of 1.5m, and the length and width of bed die 7 is specifically determined according to the length and width of construction plane, and the annexation of all the other each parts and parts is identical with embodiment 1.
Utility model works principle is as follows:
In casting process, inject water in upper storage tank 4 by upper storage tank water inlet pipe 3, lower water tank water inlet pipe 1 injects water in lower water tank 2, according to construction demand injected water volume, utilize the deadweight of template 7 and the water-filling counterweight of upper storage tank 4 and lower water tank 2 to overcome concrete buoyancy, hoist engine 9 draws bed die 7 and moves upward, coagulation soil pressure is smeared shaping by bed die 7, by upper storage tank outlet pipe 5, water is released from upper storage tank 4, water in lower water tank 2 is released by lower water tank outlet pipe 14, alleviate the counterweight of upper storage tank 4 and lower water tank 2, increase according to charge and discharge water in construction demand upwards storage tank 4 and lower water tank 2 or reduce counterweight, realize concrete pressure is smeared shaping, the deadweight of this device is little, cost is low, can combine according to different parts actual landform condition reasonable Arrangement sliding formwork, convenient disassembly, accelerating construction progress.
Claims (2)
1. a Water slip form construction device, it is characterized in that: bed die (7) is placed on by side form (11) and casting concrete has been formed plane, bed die (7) is connected with the hoist engine (9) arranged on the operational platform by steel wire rope (8), the bottom of bed die (7) is provided with lower water tank (2), the upper lower water tank (2) of bed die (7) both sides up and down are provided with reinforcing steel pipe (6), lower water tank (2) rear and front end, top is provided with lower water tank water inlet pipe (1), rear and front end, bottom is provided with lower water tank outlet pipe (14), lower water tank (2) is provided with rinforcement bar (13) in both sides up and down, the top of bed die (7) is provided with storage tank (4), the both sides up and down of the upper storage tank (4) of bed die (7) are provided with reinforcing steel pipe (6), the rear and front end, top of upper storage tank (4) is provided with storage tank water inlet pipe (3), rear and front end, bottom is provided with storage tank outlet pipe (5), the both sides up and down of upper storage tank (4) have been provided with rinforcement bar (13), rinforcement bar (13) it is provided with between upper storage tank (4) and lower water tank (2).
2. Water slip form construction device according to claim 1, it is characterised in that: described bed die (7) is length be 8��10m, width is the steel form of 1.5m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521132610.3U CN205296164U (en) | 2015-12-30 | 2015-12-30 | Fill ability of swimming slip form construction device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521132610.3U CN205296164U (en) | 2015-12-30 | 2015-12-30 | Fill ability of swimming slip form construction device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296164U true CN205296164U (en) | 2016-06-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521132610.3U Active CN205296164U (en) | 2015-12-30 | 2015-12-30 | Fill ability of swimming slip form construction device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296164U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165410A (en) * | 2017-05-04 | 2017-09-15 | 中交第二航务工程局有限公司 | A kind of construction formwork and its construction method for slope concrete |
| CN114134895A (en) * | 2022-01-10 | 2022-03-04 | 黄河水文水资源科学研究院 | Anti-seepage reinforcing structure for check dam and construction method thereof |
-
2015
- 2015-12-30 CN CN201521132610.3U patent/CN205296164U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165410A (en) * | 2017-05-04 | 2017-09-15 | 中交第二航务工程局有限公司 | A kind of construction formwork and its construction method for slope concrete |
| CN107165410B (en) * | 2017-05-04 | 2022-11-01 | 中交第二航务工程局有限公司 | Construction formwork for slope concrete and construction method thereof |
| CN114134895A (en) * | 2022-01-10 | 2022-03-04 | 黄河水文水资源科学研究院 | Anti-seepage reinforcing structure for check dam and construction method thereof |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |