CN202989936U - Underground continuous wall tenon type anchoring joint groove brushing device - Google Patents
Underground continuous wall tenon type anchoring joint groove brushing device Download PDFInfo
- Publication number
- CN202989936U CN202989936U CN 201220606141 CN201220606141U CN202989936U CN 202989936 U CN202989936 U CN 202989936U CN 201220606141 CN201220606141 CN 201220606141 CN 201220606141 U CN201220606141 U CN 201220606141U CN 202989936 U CN202989936 U CN 202989936U
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- CN
- China
- Prior art keywords
- underground continuous
- wall tenon
- continuous wall
- pressure water
- joint groove
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- Expired - Lifetime
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Abstract
The utility model relates to underground continuous walls, in particular to an anchoring groove of an underground continuous wall tenon type anchoring joint. An underground continuous wall tenon type anchoring joint groove brushing device comprises a base frame, wherein the upper portion of the base frame is provided with a lifting lug, the side face of a machine frame is connected with a transverse steel wire brush and a high-pressure water sprayer, the side face of the base frame is further provided with a high-pressure water pipe which is connected with the high-pressure water sprayer from top to bottom, and the width of the base frame is consistent with that of the joint groove of the anchoring joint. The underground continuous wall tenon type anchoring joint groove brushing device can brush impurities of narrow parts and parts difficult to clean, and guarantees the whole tightness of the continuous walls.
Description
Technical field
The utility model relates to diaphragm wall, relates in particular to the anchor groove that diaphragm wall tenon formula is anchored joint.
Background technology
The prefabricated tenon formula of diaphragm wall is anchored joint anchor groove can leave part earth and other impurity at installation pit internal cause a variety of causes, affect the installation of diaphragm wall reinforcing cage and the overall tightness after concreting, original brush wall device can't be anchored the tenon formula joint and be anchored earth and the impurity removing that leaves in groove only for tenon formula joint.
Summary of the invention
The utility model is intended to address the above problem, and provides a kind of diaphragm wall tenon formula to be anchored terminal bruss groove device.The utility model can brush narrower region and the difficult impurity of clearing up the position, guarantees the overall tightness of diaphragm wall.
For addressing the above problem, a kind of diaphragm wall tenon of the utility model formula is anchored terminal bruss groove device, and it comprises pedestal, and pedestal top is provided with hanger, and described frame side is connected with horizontal wire brush and hydraulic spray; The pedestal side also is provided with top-down high-pressure water pipeline and connects described hydraulic spray, and the connector slot width of pedestal width anchor joint is consistent.
Described diaphragm wall tenon formula is anchored terminal bruss groove device, and described wire brush is by a pair of clamping plate clamping, and is bolted.
Described a kind of diaphragm wall tenon formula is anchored terminal bruss groove device, and described high-pressure water pipeline connects described hydraulic spray after passing clamping plate.
The utility model width is consistent with preparation joint anchor groove, on brush groove device, wire brush and high pressure nozzle are set, during the brush groove, wire brush embeds and is anchored in groove, the water under high pressure mouth of pipe that high pressure nozzle connects injects water under high pressure, brush groove device pumps and just the earth and the impurity that are anchored in groove can be removed totally, guarantees to build the overall tightness of rear diaphragm wall.The utility model is made simple, and Operation and Maintenance is convenient.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and embodiments:
Fig. 1 is the utility model schematic diagram.
The specific embodiment
As shown in Figure 1, a kind of diaphragm wall tenon formula is anchored terminal bruss groove device, and it comprises pedestal 1, and pedestal top is provided with hanger 5, and described frame side is connected with horizontal wire brush 3 and hydraulic spray 4; The pedestal side also is provided with top-down high-pressure water pipeline 2 and connects described hydraulic spray, and the connector slot width of pedestal width anchor joint is consistent.
Described diaphragm wall tenon formula is anchored terminal bruss groove device, and described wire brush 3 is by a pair of clamping plate clamping, and is bolted.
Described a kind of diaphragm wall tenon formula is anchored terminal bruss groove device, and described high-pressure water pipeline 2 connects described hydraulic spray after passing clamping plate.
Claims (3)
1. a diaphragm wall tenon formula is anchored terminal bruss groove device, and it comprises pedestal, and pedestal top is provided with hanger, it is characterized in that: described frame side is connected with horizontal wire brush and hydraulic spray; The pedestal side also is provided with top-down high-pressure water pipeline and connects described hydraulic spray, and the connector slot width of pedestal width anchor joint is consistent.
2. diaphragm wall tenon formula according to claim 1 is anchored terminal bruss groove device, it is characterized in that, described wire brush is by a pair of clamping plate clamping, and is bolted.
3. a kind of diaphragm wall tenon formula is anchored terminal bruss groove device according to claim 1, it is characterized in that, described high-pressure water pipeline connects described hydraulic spray after passing clamping plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220606141 CN202989936U (en) | 2012-11-16 | 2012-11-16 | Underground continuous wall tenon type anchoring joint groove brushing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220606141 CN202989936U (en) | 2012-11-16 | 2012-11-16 | Underground continuous wall tenon type anchoring joint groove brushing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202989936U true CN202989936U (en) | 2013-06-12 |
Family
ID=48561130
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220606141 Expired - Lifetime CN202989936U (en) | 2012-11-16 | 2012-11-16 | Underground continuous wall tenon type anchoring joint groove brushing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202989936U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106040640A (en) * | 2016-05-25 | 2016-10-26 | 中交二航局第三工程有限公司 | Cleaning device and method for underground continuous wall joint profile steel |
-
2012
- 2012-11-16 CN CN 201220606141 patent/CN202989936U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106040640A (en) * | 2016-05-25 | 2016-10-26 | 中交二航局第三工程有限公司 | Cleaning device and method for underground continuous wall joint profile steel |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130612 |