CN215562578U - Leaking stoppage construction device for anchor rod hole between piles - Google Patents
Leaking stoppage construction device for anchor rod hole between piles Download PDFInfo
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- CN215562578U CN215562578U CN202121118539.9U CN202121118539U CN215562578U CN 215562578 U CN215562578 U CN 215562578U CN 202121118539 U CN202121118539 U CN 202121118539U CN 215562578 U CN215562578 U CN 215562578U
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- hole
- anchor rod
- fixedly connected
- piles
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Abstract
The utility model discloses a leakage stopping construction device for an anchor rod hole between piles, which comprises a slope protection pile, an anchor rod between piles and an electric drilling hole, one side of the slope protection pile is fixedly connected with an I-shaped steel, one side of the I-shaped steel is fixedly connected with a bearing plate, one side of the bearing plate is provided with an anchor head which is fixedly connected with a copper stranded wire, the copper stranded wire passes through the anchor hole, the anchor hole is positioned in the internal position of the high-pressure jet grouting pile, a plastic sleeve is arranged in the anchor hole, the plastic sleeve is wrapped outside the anchor rod between the piles, a copper stranded wire and a steel pipe are arranged inside the plastic sleeve, the steel pipe is inserted and connected with the anchor hole, the utility model temporarily leads water out of the steel pipe through the steel pipe with the water stop ring, after the double-rapid cement in the anchor hole reaches the strength, and then the valve on the steel pipe is closed, so that the water leakage point of the anchor rod hole between the piles can be blocked quickly, and the construction is facilitated.
Description
Technical Field
The utility model belongs to the technical field of foundation pit supporting construction, and particularly relates to a leaking stoppage construction device for an anchor rod hole between piles.
Background
The foundation pit support is a supporting, reinforcing and protecting measure adopted for the side wall of the foundation pit and the surrounding environment in order to ensure the safety of the construction of an underground structure and the surrounding environment of the foundation pit, geological exploration is required to be carried out before foundation construction, the condition of underground pipelines is required to be known, and a special construction scheme is compiled according to the soil condition and the foundation depth. The construction scheme is in accordance with the actual construction site, and the actual construction can be guided.
In the excavation of excavation along with the foundation ditch, need become the anchor bar between the stake and in time execute and do between the stake, the anchor bar between the stake after the pore-forming can lead to the stagnant water system of high pressure jet grouting stake stagnant water curtain to suffer destruction to lead to supporting structure unstability easily.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the existing defects and provides a leakage stoppage construction device for an anchor rod hole between piles, which aims to solve the problem that a water stopping system of a high-pressure jet grouting pile water stopping curtain is damaged due to the anchor rod between piles after hole forming, which is proposed in the background art, so that a supporting structure is easy to be unstable.
In order to achieve the purpose, the utility model provides the following technical scheme: an inter-pile anchor rod hole leaking stoppage construction device comprises a slope protection pile, an inter-pile anchor rod and an electric drilling hole, wherein one side of the slope protection pile is fixedly connected with an I-shaped steel, one side of the I-shaped steel is fixedly connected with a bearing plate, one side of the bearing plate is provided with an anchor head, the anchor head is fixedly connected with a copper stranded wire, the copper stranded wire penetrates through an anchor hole, the anchor hole is positioned at the inner position of a high-pressure jet grouting pile, a plastic sleeve is arranged inside the anchor hole and wraps the outer part of the inter-pile anchor rod, the copper stranded wire and a steel pipe are arranged inside the plastic sleeve, the steel pipe is connected with the anchor hole in an inserting mode, one end of the steel pipe is fixedly connected with a valve and a water stop ring, the valve is positioned at one side of the water stop ring, one end of the steel pipe is wrapped with a filter screen, a support is fixedly connected with the inside the anchor hole, and the copper stranded wire penetrates through the support and is positioned at one side of the support, and the double-quick cement is arranged in the anchor hole.
Preferably, the inside soil and the curtain between the stake that is provided with of slope protection stake, one side fixedly connected with of slope protection stake violently presses the muscle and indulges the muscle, the fixedly connected with T word dowel on violently pressing the muscle and the indulging the muscle, one side fixedly connected with reinforcing bar net of violently pressing the muscle and indulging the muscle.
Preferably, a concrete layer is arranged inside the slope protection pile.
Preferably, the inter-pile anchor rod penetrates through the interior of the slope protection pile.
Preferably, the size of the pressure bearing plate is 30cmx30 cm.
Preferably, the diameter of the electric drill hole is 20 mm.
Compared with the prior art, the utility model provides a leaking stoppage construction device for an anchor rod hole between piles, which has the following beneficial effects:
1. according to the utility model, water is temporarily led out of the steel pipe through the steel pipe with the water stop ring, and after the double-quick cement in the anchor rod hole reaches the strength, the valve on the steel pipe is closed, so that the water leakage point of the anchor rod hole between the piles can be quickly plugged, and the construction is facilitated.
2. According to the utility model, the water leakage point in the anchor rod hole is blocked, so that the water-stopping system of the high-pressure jet grouting pile water-stopping curtain is prevented from being damaged, and the stability of the foundation pit side slope is reduced.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate embodiments of the utility model and together with the description serve to explain the principles of the utility model without limiting the utility model in which:
FIG. 1 is a schematic plan view of a large sample between piles according to the present invention;
fig. 2 is a schematic cross-sectional structure view of the anchor rod between piles according to the present invention;
in the figure: 1. slope protection piles; 2. soil between piles; 3. inter-pile curtains; 4. i-shaped steel; 5. a concrete deck; 6. an inter-pile anchor rod; 7. transversely pressing ribs; 8. longitudinally pressing ribs; 9. inserting a steel bar in a T shape; 10. a reinforcing mesh; 11. electric drilling; 12. high-pressure jet grouting piles; 13. an anchor eye; 14. an anchor head; 15. copper stranded wire; 16. a pressure bearing plate; 17. a water stop ring; 18. a valve; 19. a steel pipe; 20. filtering with a screen; 21. double-quick cement; 22. a plastic sleeve; 23. and (4) a bracket.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-2, the present invention provides a technical solution: a pile anchor rod hole plugging construction device comprises a slope protection pile 1, a pile anchor rod 6 and an electric drilling hole 11, wherein one side of the slope protection pile 1 is fixedly connected with an I-shaped steel 4, one side of the I-shaped steel 4 is fixedly connected with a bearing plate 16, one side of the bearing plate 16 is provided with an anchor head 14, the anchor head 14 is fixedly connected with a copper stranded wire 15, the copper stranded wire 15 penetrates through an anchor hole 13, the anchor hole 13 is positioned at the inner position of a high-pressure jet grouting pile 12, a plastic sleeve 22 is arranged inside the anchor hole 13, the plastic sleeve 22 wraps the outer part of the pile anchor rod 6, the plastic sleeve 22 is internally provided with the copper stranded wire 15 and a steel pipe 19, the steel pipe 19 is inserted and connected with the anchor hole 13, one end of the steel pipe 19 is fixedly connected with a valve 18 and a water stop ring 17, the valve 18 is positioned at one side position of the water stop ring 17, one end of the steel pipe 19 is wrapped with a filter screen 20, the inner part of the anchor hole 13 is fixedly connected with a support 23, the copper stranded wire 15 penetrates through the support 23 and is positioned at one side position of the support 23, the double-quick cement 21 is arranged in the anchor hole 13, and after the double-quick cement 21 in the anchor hole 13 reaches the strength, the valve 18 on the steel pipe 19 is closed, so that the quick plugging of a water leakage point in the pile anchor hole 13 is facilitated, and the construction is facilitated.
In the utility model, preferably, inter-pile soil 2 and inter-pile curtains 3 are arranged inside the slope protection pile 1, one side of the slope protection pile 1 is fixedly connected with a transverse pressing rib 7 and a longitudinal pressing rib 8, the transverse pressing rib 7 and the longitudinal pressing rib 8 are fixedly connected with a T-shaped inserting rib 9, and one sides of the transverse pressing rib 7 and the longitudinal pressing rib 8 are fixedly connected with a reinforcing mesh 10, so that the stability of a supporting structure is favorably improved.
In the present invention, it is preferable that a concrete surface 5 is provided inside the slope protection pile 1.
In the present invention, it is preferable that the inter-pile anchor 6 passes through the inside of the slope pile 1.
In the present invention, it is preferable that the size of the pressure bearing plate 16 is 30cmx30 cm.
In the present invention, it is preferable that the diameter of the electric drill hole 11 is 20 mm.
The working principle and the using process of the utility model are as follows: during the use, clear up anchor eye 13 inside in advance, after the cleanness is finished, the one end drilling of steel pipe 19 that will have seal ring 17 again and wrap up steel pipe 19's one end with filter screen 20, be favorable to preventing that sand from getting into steel pipe 19, again with steel pipe 19's the other end welding valve 18 and place in anchor eye 13, pour into anchor eye 13 inside with two fast cement 21, the groundwater outside the hole can outwards flow along steel pipe 19 this moment, treat that two fast cement 21 reaches behind the intensity, close valve 18 again and can reach the stagnant water effect, in time carry out the shutoff with the water leakage point, be favorable to avoiding on the high pressure jet grouting pile 12 that the stagnant water system of intertile curtain 3 suffers destruction, be favorable to the construction.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides an anchor rod hole leaking stoppage construction equipment between stake, includes protects anchor rod (6) and electric drill hole (11) between slope stake (1), stake, its characterized in that: one side of the slope protection pile (1) is fixedly connected with an I-shaped steel (4), one side of the I-shaped steel (4) is fixedly connected with a bearing plate (16), one side of the bearing plate (16) is provided with an anchor head (14), the anchor head (14) is fixedly connected with a copper stranded wire (15), the copper stranded wire (15) penetrates through an anchor hole (13), the anchor hole (13) is located at the inner position of a high-pressure jet grouting pile (12), a plastic sleeve (22) is arranged inside the anchor hole (13), the plastic sleeve (22) wraps the outer part of an anchor rod (6) between the piles, the copper stranded wire (15) and a steel pipe (19) are arranged inside the plastic sleeve (22), the steel pipe (19) is connected with the anchor hole (13) in an inserting and inserting mode, one end of the steel pipe (19) is fixedly connected with a valve (18) and a water stop ring (17), and the valve (18) is located at one side of the water stop ring (17), the one end parcel of steel pipe (19) has filter screen (20), anchor eye (13) inside fixedly connected with support (23), copper strand wires (15) pass one side position that support (23) are located support (23), anchor eye (13) inside is provided with two quick cement (21).
2. The leaking stoppage construction device for the anchor rod hole between the piles according to claim 1, which is characterized in that: the utility model discloses a slope protection pile, including slope protection pile (1), one side fixedly connected with horizontal pressure muscle (7) and vertical pressure muscle (8) of slope protection pile (1), fixedly connected with T word dowel (9) on horizontal pressure muscle (7) and vertical pressure muscle (8), one side fixedly connected with reinforcing bar net (10) of horizontal pressure muscle (7) and vertical pressure muscle (8) are inside to be provided with between stake soil (2) and between stake.
3. The leaking stoppage construction device for the anchor rod hole between the piles according to claim 1, which is characterized in that: and a concrete layer (5) is arranged in the slope protection pile (1).
4. The leaking stoppage construction device for the anchor rod hole between the piles according to claim 1, which is characterized in that: the anchor rod (6) between the piles penetrates through the interior of the slope protection pile (1).
5. The leaking stoppage construction device for the anchor rod hole between the piles according to claim 1, which is characterized in that: the size of the pressure bearing plate (16) is 30cmx30 cm.
6. The leaking stoppage construction device for the anchor rod hole between the piles according to claim 1, which is characterized in that: the diameter of the electric drill hole (11) is 20 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121118539.9U CN215562578U (en) | 2021-05-24 | 2021-05-24 | Leaking stoppage construction device for anchor rod hole between piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121118539.9U CN215562578U (en) | 2021-05-24 | 2021-05-24 | Leaking stoppage construction device for anchor rod hole between piles |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215562578U true CN215562578U (en) | 2022-01-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121118539.9U Active CN215562578U (en) | 2021-05-24 | 2021-05-24 | Leaking stoppage construction device for anchor rod hole between piles |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215562578U (en) |
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2021
- 2021-05-24 CN CN202121118539.9U patent/CN215562578U/en active Active
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