CN218436993U - Secant pile guide wall - Google Patents
Secant pile guide wall Download PDFInfo
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- CN218436993U CN218436993U CN202222750277.9U CN202222750277U CN218436993U CN 218436993 U CN218436993 U CN 218436993U CN 202222750277 U CN202222750277 U CN 202222750277U CN 218436993 U CN218436993 U CN 218436993U
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- frame
- guide wall
- angle steel
- wall angle
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Abstract
The utility model discloses a wall is led to secant pile, including leading wall angle steel frame, reinforcing bar, plank sheathing and concrete, the reinforcing bar distributes in leading wall angle steel frame, and the plank sheathing is located around leading the wall angle steel frame, and the concrete is located leads the wall angle steel frame. The utility model provides a wall is led to secant pile, preparation simple to operate can save construction period.
Description
Technical Field
The utility model belongs to the technical field of the construction, concretely relates to secant pile leads wall.
Background
The secant pile guide wall construction is main preparation work for secant pile construction, a traditional guide wall construction generally adopts a cast-in-place method, a guide groove is excavated along the secant pile position in a construction site, a steel bar and a supporting template are bound in the guide groove, and then concrete is cast in place to form the reinforced concrete guide wall. The process of constructing the guide wall according to the method is easily influenced by weather, the construction time is long, the guide wall needs to be broken and dismantled after the construction, a large amount of resource waste of reinforcing steel bars, concrete and manpower is caused, the construction cost of the project is increased, and the method is neither economical nor environment-friendly.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the above problem, providing a practice thrift reinforcing bar, concrete, labour cost, on-the-spot quick simple to operate for the construction progress can have enough to meet the need the use simultaneously, practices thrift construction cost's secant pile and leads the wall.
In order to solve the technical problem, the technical scheme of the utility model is that: the secant pile guide wall comprises a guide wall angle steel frame, reinforcing steel bars, a wood formwork and concrete, wherein the reinforcing steel bars are distributed in the guide wall angle steel frame, the wood formwork is located on the periphery of the guide wall angle steel frame, and the concrete is located in the guide wall angle steel frame.
Preferably, lead wall angle steel frame and include frame support piece, frame connecting rod and frame roof, adjacent frame support piece links firmly through the frame connecting rod, and frame support piece's top links firmly with the frame roof.
Preferably, the frame support member comprises a frame support first rod, a frame support second rod and a frame support connecting rod, the frame support first rod and the frame support second rod are arranged up and down and are connected through the frame support connecting rod, and the end part of the frame support first rod and the end part of the frame support second rod are fixedly connected with the frame top plate.
Preferably, the frame top plate is of a metal plate-shaped structure, and the cross section of the frame top plate is arc-shaped.
Preferably, the reinforcing steel bars are in a net structure, and adjacent reinforcing steel bars are arranged in a crisscross manner.
Preferably, the wooden template comprises a first template, a second template and a third template, the first template is located on the bottom surface of the guide wall angle steel frame and fixedly connected with the bottom of the guide wall angle steel frame, the second template is located on the side surface of the guide wall angle steel frame and fixedly connected with the side edge of the guide wall angle steel frame, the third template is located on the end surface of the guide wall angle steel frame, and the third template and the frame top plate are distributed at two ends of the guide wall angle steel frame in a relative mode.
Preferably, the end of the guide wall angle steel frame is provided with a frame angle steel.
Preferably, the concrete is embedded with hanging bars, and the hanging bars are in a shape like a Chinese character 'ji'.
The utility model has the advantages that: the utility model provides a wall is led to secant pile, preparation simple to operate can save construction period. The utility model discloses can carry out piecemeal hoist and mount concatenation and turnover use, save construction cost.
Drawings
Fig. 1 is a schematic structural view of the secant pile guide wall of the present invention;
FIG. 2 is a schematic structural view of the steel bar of the present invention installed inside the angle steel frame of the guide wall;
fig. 3 is a schematic structural view after the concrete 4 of the present invention is poured;
fig. 4 is a schematic diagram showing a structural comparison of the first template, the second template and the third template of the present invention;
fig. 5 is a schematic structural view of the suspension bar of the present invention.
Description of reference numerals: 1. a guide wall angle steel frame; 2. reinforcing steel bars; 3. a wood template; 4. concrete; 11. a frame support; 12. a frame connecting rod; 13. a frame top plate; 31. a first template; 32. a second template; 33. a third template; 111. the frame supporting a first rod; 112. the frame supporting the second rod; 113. the frame supports the connecting rod.
Detailed Description
The invention will be further described with reference to the following drawings and specific embodiments:
as shown in fig. 1 to 5, the utility model provides an occlusive pile guide wall, including guide wall angle steel frame 1, reinforcing bar 2, plank sheathing 3 and concrete 4, reinforcing bar 2 distributes in guide wall angle steel frame 1, and plank sheathing 3 is located around guide wall angle steel frame 1, and concrete 4 is located guide wall angle steel frame 1.
Lead wall angle steel frame 1 and include frame support piece 11, frame connecting rod 12 and frame roof 13, adjacent frame support piece 11 links firmly through frame connecting rod 12, and the top of frame support piece 11 links firmly with frame roof 13.
In the present embodiment, the frame supports 11 are four in number and arranged in parallel. The number of the frame connection rods 12 is four, and two frame connection rods 12 are located at the ends of the frame supports 11, respectively, in a group, thereby connecting all the frame supports 11.
The frame support member 11 includes a frame support first rod 111, a frame support second rod 112 and a frame support connecting rod 113, the frame support first rod 111 and the frame support second rod 112 are disposed above and below and connected by the frame support connecting rod 113, and both the end of the frame support first rod 111 and the end of the frame support second rod 112 are fixedly connected with the frame top plate 13.
The frame support connection rods 113 are four in number and are arranged in parallel between the frame support first rod 111 and the frame support second rod 112.
The frame top plate 13 has a metal plate-like structure, and the cross section of the frame top plate 13 is arc-shaped.
The reinforcing steel bars 2 are of a net structure, and the adjacent reinforcing steel bars 2 are arranged in a cross mode. Concrete 4 is located within the steel reinforcement 2 of the mesh structure.
The wood formwork 3 comprises a first formwork 31, a second formwork 32 and a third formwork 33, the first formwork 31 is located on the bottom surface of the guide wall angle steel frame 1 and fixedly connected with the bottom of the guide wall angle steel frame 1, the second formwork 32 is located on the side surface of the guide wall angle steel frame 1 and fixedly connected with the side edge of the guide wall angle steel frame 1, the third formwork 33 is located on the end surface of the guide wall angle steel frame 1, and the third formwork 33 and the frame top plate 13 are distributed at two ends of the guide wall angle steel frame 1 oppositely.
The frame top plate 13, the first template 31, the second template 32 and the third template 33 form a concave structure in the middle and are connected tightly, and after concrete 4 is poured in the middle, the concrete 4 is ensured not to flow out of an area surrounded by the frame top plate 13, the first template 31, the second template 32 and the third template 33.
The end part of the guide wall angle steel frame 1 is provided with frame angle steel, and the angle steel is used for edge covering processing of the guide wall angle steel frame 1. The frame top plate 13 is made of a metal material, and the frame top plate 13 is welded to the end of the frame support 11. Meanwhile, the angle steel can be welded on the frame top plate 13, the flatness and the verticality of the contact surface are guaranteed, and the frame supporting piece 11 is stable and does not deform during welding, so that the welding quality is influenced.
The concrete 4 is embedded with hanging bars, the hanging bars are in a shape like a Chinese character ji, the bottoms of the hanging bars are positioned in the concrete 4, and the tops of the hanging bars are protruded outwards. In this embodiment, the hanger bar is formed by bending an existing column bar. The number of the hanging ribs is four, and the hanging ribs are symmetrically distributed in the concrete, so that the subsequent hoisting operation is facilitated, and the hanging device has strong practicability and hoisting performance. After concrete 4 is poured into the reinforcing steel bars 2 to form a plate-shaped structure, the plane where the hanging ribs are located is concave to form a concrete groove, the bottoms of the hanging ribs are located in the concrete 4, and the tops of the hanging ribs protrude out of the bottom of the concrete groove and do not exceed the plane height of the plate-shaped structure formed by the concrete 4.
The utility model discloses compare with current traditional cast in situ concrete guide wall, have stronger cost advantage, low in manufacturing cost. Compared with the traditional guide wall, the pre-supporting guide wall is beneficial to full utilization of building resources and materials, saves construction cost, ensures field civilized construction, achieves the purpose of green construction, improves the construction environment of a construction field and the overall construction level of the secant pile, and has better social and environmental benefits.
It will be appreciated by those of ordinary skill in the art that the embodiments described herein are intended to assist the reader in understanding the principles of the invention and are to be construed as being without limitation to such specifically recited embodiments and examples. Those skilled in the art can make various other specific variations and combinations without departing from the spirit of the invention, which fall within the scope of the claims.
Claims (8)
1. Wall is led to occlusive pile, its characterized in that: the novel angle steel frame is characterized by comprising a guide wall angle steel frame (1), reinforcing steel bars (2), wood formworks (3) and concrete (4), wherein the reinforcing steel bars (2) are distributed in the guide wall angle steel frame (1), the wood formworks (3) are located around the guide wall angle steel frame (1), and the concrete (4) is located in the guide wall angle steel frame (1).
2. A bite pile guide wall as set forth in claim 1, wherein: lead wall angle steel frame (1) and include frame support piece (11), frame connecting rod (12) and frame roof (13), adjacent frame support piece (11) link firmly through frame connecting rod (12), and the top and the frame roof (13) of frame support piece (11) link firmly.
3. A bite pile guide wall as set forth in claim 2, wherein: the frame supporting piece (11) comprises a frame supporting first rod (111), a frame supporting second rod (112) and a frame supporting connecting rod (113), the frame supporting first rod (111) and the frame supporting second rod (112) are arranged up and down and are connected through the frame supporting connecting rod (113), and the end portion of the frame supporting first rod (111) and the end portion of the frame supporting second rod (112) are fixedly connected with a frame top plate (13).
4. A bite pile guide wall as set forth in claim 2, wherein: the frame top plate (13) is of a metal plate-shaped structure, and the cross section of the frame top plate (13) is arc-shaped.
5. The bite pile guide wall of claim 1, wherein: the steel bars (2) are of a net structure, and the adjacent steel bars (2) are arranged in a cross mode.
6. The bite pile guide wall of claim 1, wherein: the wood formwork (3) comprises a first formwork (31), a second formwork (32) and a third formwork (33), wherein the first formwork (31) is located on the bottom surface of the guide wall angle steel frame (1) and fixedly connected with the bottom of the guide wall angle steel frame (1), the second formwork (32) is located on the side surface of the guide wall angle steel frame (1) and fixedly connected with the side edge of the guide wall angle steel frame (1), the third formwork (33) is located on the end surface of the guide wall angle steel frame (1), and the third formwork (33) and the frame top plate (13) are distributed at two ends of the guide wall angle steel frame (1) oppositely.
7. A bite pile guide wall as set forth in claim 1, wherein: and frame angle steel is arranged at the end part of the guide wall angle steel frame (1).
8. The bite pile guide wall of claim 1, wherein: and hanging ribs are pre-embedded in the concrete (4), and the structure of the hanging ribs is in a shape like a Chinese character 'ji'.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222750277.9U CN218436993U (en) | 2022-10-18 | 2022-10-18 | Secant pile guide wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222750277.9U CN218436993U (en) | 2022-10-18 | 2022-10-18 | Secant pile guide wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218436993U true CN218436993U (en) | 2023-02-03 |
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ID=85068330
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222750277.9U Active CN218436993U (en) | 2022-10-18 | 2022-10-18 | Secant pile guide wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218436993U (en) |
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2022
- 2022-10-18 CN CN202222750277.9U patent/CN218436993U/en active Active
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