CN201605574U - Underground anti-seepage continuous wall slotting wall forming device - Google Patents
Underground anti-seepage continuous wall slotting wall forming device Download PDFInfo
- Publication number
- CN201605574U CN201605574U CN2010201105811U CN201020110581U CN201605574U CN 201605574 U CN201605574 U CN 201605574U CN 2010201105811 U CN2010201105811 U CN 2010201105811U CN 201020110581 U CN201020110581 U CN 201020110581U CN 201605574 U CN201605574 U CN 201605574U
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- forming device
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- wall forming
- water
- slideway
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Abstract
The utility model discloses an underground anti-seepage continuous wall slotting wall forming device which is a matchboard (1) made of hollow steel, a slideway (2) is arranged on the left side, a water collecting pipe (5) is arranged along the slideway, a runner (3) is arranged on the right side, a steel clamping head (4) is arranged at the top end of the upper part, a grouting channel (6) is arranged at the middle part, a V-shaped steel top log (7) which can be opened and closed is arranged at the bottom end of the lower part, and water-dividing pipes (8) are respectively arranged on the left and the right of the inner side of the steel top log (7); and each water-dividing pipe (8) comprises a water jet hole and is communicated with the water collecting pipe (5). The slotting wall forming device utilizes the self-gravity and the jet water power for carrying out underground slotting under the drive of a pile driver, and simultaneously injecting concrete or cement mortar into a formed slot for forming an anti-seepage continuous wall, and the formed anti-seepage continuous wall has uniform thickness, no seams, no forks, convenient construction and operation, and high construction efficiency, and can effectively reduce the engineering construction cost and solve the problem of high cost in the construction process.
Description
One, technical field
The utility model relates to the building operations utensil, specifically is a kind of underground antiseepage diaphragm wall fluting wall forming device.
Two, background technology
Current, in the dam constructions such as canal, the pool, river, river, lake, sea and reservoir, must under the dam, build the antiseepage diaphragm wall for reducing the water resource loss; When building the antiseepage diaphragm wall, generally adopt hydraulic grab machinery excavation underground foundation groove, thereby in basic groove, inject concrete then or cement mortar forms underground antiseepage diaphragm wall, build dykes and dams more thereon.This method of utilizing the basic groove of hydraulic grab machinery excavation to build underground antiseepage diaphragm wall, mechanical purchase commodity height is installed complexity, and construction cost is big, efficient is low, the cycle is long.
Three, summary of the invention
The purpose of this utility model is to design a kind of underground antiseepage diaphragm wall fluting wall forming device at the problems referred to above, reduces the engineering construction cost effectively, solves the high problem of work progress cost.
The utility model is to be achieved by following technical proposals: underground antiseepage diaphragm wall fluting wall forming device is a steel matched boards on an empty stomach, the left side is provided with slideway, and be provided with collection pipe along slideway, the right side is provided with chute, upper end has the steel chuck, the middle part is provided with the slip casting passage, and lower bottom end is provided with the steel tip of a branch that can open " V " font of involutory being, and the steel tip of a branch respectively is provided with distributive pipe about the inboard; Described distributive pipe has hole for water spraying and communicates with collection pipe.
The good effect that the utlity model has: the utility model utilization fluting wall forming device from gravity and spray waterpower, under the stake machine drives, the limit is at underground fluting, the limit injects concrete in the groove that forms or cement mortar forms the antiseepage diaphragm wall, the antiseepage diaphragm wall thickness that forms evenly, no seam, jag not, constructing operation makes things convenient for, the efficiency of construction height, effectively reduce the engineering construction cost, solved the high problem of work progress cost.
Four, description of drawings
Fig. 1 is an overall structure schematic diagram of the present utility model;
Fig. 2 is the left side structural representation of Fig. 1;
Fig. 3 is the right side structural representation of Fig. 1;
Fig. 4 be among Fig. 1 A-A to sectional view;
Fig. 5 be among Fig. 1 B-B to sectional view.
Among the figure: 1 steel matched boards, 2 slideways, 3 chutes, 4 steel chucks, 5 collection pipes, 6 slip casting passages, 7 tips of a branch, 8 distributive pipes
Five, the specific embodiment: the utility model is described in further detail below in conjunction with accompanying drawing:
Fig. 1 is the structural representation of underground antiseepage diaphragm wall fluting wall forming device, Fig. 4 be among Fig. 1 A-A to sectional view, in conjunction with Fig. 1, underground antiseepage diaphragm wall fluting wall forming device shown in Figure 4 is a steel matched boards 1 on an empty stomach, and width is generally one meter, and height is identical with underground antiseepage diaphragm wall with thickness.Upper end has steel chuck 4, is connected with stake machine vibration hammer when being used for work.Steel matched boards 1 middle part is provided with slip casting passage 6, and lower bottom end is provided with the steel tip of a branch 7 that can open " V " font of involutory being, and slip casting passage 6 communicates with the steel tip of a branch 7 that lower bottom end is provided with.
Fig. 2 is the left side structural representation of Fig. 1, as shown in the figure, the left side of steel matched boards 1 is provided with steel slideway 2, and slideway 2 is " worker " font, specifically be that the other end then forms " worker " font slideway 2 in the left side of steel matched boards 1 with the end embedding steel matched boards 1 of " worker " word steel.By being provided with steel collection pipe 5 along steel slideway 2 inboards, collection pipe 5 communicates with distributive pipe 8.Fig. 3 is the right side structural representation of Fig. 1, and as shown in the figure, the right side of steel matched boards 1 is provided with chute 3, and chute 3 is corresponding with the slideway 2 in another wall forming device left side, is used for construction, each other grafting when two wall forming devices are used alternatingly.
Fig. 5 is that B-B as shown in Figure 5, is " V " font to sectional view among Fig. 1 after the steel tip of a branch that steel matched boards 1 lower bottom end is provided with can be opened, be involutory, and distributive pipe 8 is arranged on about the steel tip of a branch 7 inboards.The steel collection pipe 5 that is provided with along steel matched boards 1 right side communicates with distributive pipe 8.Each distributive pipe 8 all has hole for water spraying, supplies water for the distributive pipe 8 of band hole for water spraying by steel collection pipe 5.
During work, be used alternatingly with two fluting wall forming devices, under the self gravitation of steel matched boards 1 and impact force acting in conjunction by the water of distributive pipe 8 ejections, after earlier a fluting wall forming device being inserted underground precalculated position, insert underground precalculated position again with the chute on corresponding first fluting wall forming device right side of slideway in second fluting wall forming device left side, and along the chute on first fluting wall forming device right side.Carry first fluting wall forming device on being thereafter, and in steel matched boards 1, inject concrete or cement mortar along its slip casting passage 6 simultaneously, concrete that injects or cement mortar on the fluting wall forming device, carry moment spreading steel matched boards 1 lower bottom end the steel tip of a branch 7, carry in the groove that forms behind the fluting wall forming device on continuing to flow into along with moving on the fluting wall forming device; The chute of corresponding second the fluting wall forming device of slideway of first fluting wall forming device that will propose again, and insert underground precalculated position along the chute of second fluting wall forming device.To carry on second fluting wall forming device then, simultaneously in steel matched boards 1, inject concrete or cement mortar along its slip casting passage 6, concrete that injects or cement mortar on the fluting wall forming device, carry moment spreading steel matched boards 1 lower bottom end the steel tip of a branch 7, carry in the groove that forms behind the fluting wall forming device on continuing to flow into along with moving on the fluting wall forming device; And combine together with concrete or cement mortar in first groove; The rest may be inferred, alternation, and the concrete of injection or cement mortar are solidified the back and are formed the antiseepage diaphragm wall in the ground lower groove that the fluting wall forming device forms, build dykes and dams then on the antiseepage diaphragm wall that forms.
Claims (2)
1. underground antiseepage diaphragm wall fluting wall forming device, it is characterized in that: this wall forming device is a steel matched boards (1) on an empty stomach, the left side is provided with slideway (2), and be provided with collection pipe (5) along slideway, the right side is provided with chute (3), and upper end has steel chuck (4), and the middle part is provided with slip casting passage (6), lower bottom end is provided with the steel tip of a branch (7) that can open " V " font of involutory being, and the steel tip of a branch (7) respectively is provided with distributive pipe (8) about the inboard; Described distributive pipe (8) has hole for water spraying and communicates with collection pipe (5).
2. underground antiseepage diaphragm wall fluting wall forming device according to claim 1, it is characterized in that: described slideway (2) is " worker " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201105811U CN201605574U (en) | 2010-02-01 | 2010-02-01 | Underground anti-seepage continuous wall slotting wall forming device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201105811U CN201605574U (en) | 2010-02-01 | 2010-02-01 | Underground anti-seepage continuous wall slotting wall forming device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201605574U true CN201605574U (en) | 2010-10-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201105811U Expired - Fee Related CN201605574U (en) | 2010-02-01 | 2010-02-01 | Underground anti-seepage continuous wall slotting wall forming device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201605574U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102776892A (en) * | 2012-08-09 | 2012-11-14 | 杜二贵 | Underground vertical water-retaining curtain wall construction device |
-
2010
- 2010-02-01 CN CN2010201105811U patent/CN201605574U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102776892A (en) * | 2012-08-09 | 2012-11-14 | 杜二贵 | Underground vertical water-retaining curtain wall construction device |
| CN102776892B (en) * | 2012-08-09 | 2014-06-18 | 杜二贵 | Underground vertical water-retaining curtain wall construction device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101013 Termination date: 20120201 |