CN220868192U

CN220868192U - Support pile wall

Info

Publication number: CN220868192U
Application number: CN202321948103.1U
Authority: CN
Inventors: 王维勤; 王英明
Original assignee: Lianyungang Lianda Pipe Pile Engineering Co ltd
Current assignee: Lianyungang Lianda Pipe Pile Engineering Co ltd
Priority date: 2023-07-24
Filing date: 2023-07-24
Publication date: 2024-04-30
Anticipated expiration: 2033-07-24

Abstract

The utility model discloses a support pile wall, which relates to the field of construction engineering and comprises a support pile wall body and a concrete pile body, wherein one end of the support pile wall body is provided with a threaded hole. According to the utility model, through the arranged support pile wall body, the threaded hole, the stress block, the splice plate and the fixing hole, the operation convenience of the device can be improved when the support pile wall body in the device is used through the installed stress block, the operation and the use are convenient, meanwhile, the support pile wall body and the concrete pile body are connected through the installed splice plate with the L-shaped structure when the support pile wall body and the concrete pile body are combined for use, the use stability of the concrete pile body installed in the device can be matched through the installed support pile wall body when the device is used, the concrete pile body can be poured in a pouring layer after the use, and the use strength of the whole device can be enhanced after the use.

Description

Support pile wall

Technical Field

The utility model relates to the field of construction engineering, in particular to a supporting pile wall.

Background

The foundation pit engineering technical scheme is mainly considered in the aspects of safety and reliability, economic rationality, construction difficulty, construction period and the like. The application of SMW construction method piles, cast-in-situ piles and underground continuous walls in coastal surrounding soft soil areas in China is relatively more, so that a support pile wall is needed.

The prior art publication No. CN103452101A provides a support pile wall, which can comprise at least one prestressed concrete member in the use process, wherein the section of the prestressed concrete member is dumbbell-shaped and comprises an upper flange, a lower flange and a web plate arranged between the upper flange and the lower flange, which are symmetrically arranged, and stress steel bars, prestressed tendons and stirrups are arranged in the prestressed concrete member; the support pile wall comprises a plurality of cement-soil stirring piles and prestressed concrete piles arranged in the cement-soil stirring piles. Through the mode, the prestressed concrete pile has good bending rigidity, and can reduce engineering cost and facilitate construction on the premise of ensuring the safety and reliability of foundation pit support; the support pile wall has good bending rigidity and lateral movement resistance, but the CN103452101A technology cannot be used in the device to improve the use convenience of the device and cannot be used to improve the strength of the device when in operation, so that the support pile wall is urgently needed.

Disclosure of utility model

Based on the above, the utility model aims to provide a support pile wall, which solves the problems that the prior support pile wall cannot be used in the device to improve the use convenience of the device and cannot be used in the device to improve the strength of the device.

In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a support stake wall, includes a support stake wall main part, a screw hole has been seted up to support stake wall main part one end the atress piece is installed to screw hole one end, a support stake wall main part left and right sides integration welding has the splice plate, the fixed orifices has been seted up on the splice plate surface.

The support pile wall is characterized in that a contact block is attached to the inner wall of the support pile wall body, a movable shaft is mounted at one end of the contact block, a left clamping frame is movably connected to one end of the movable shaft, a limit rod is mounted at one end of the left clamping frame, a right clamping frame is movably mounted at one end of the movable shaft, and a limit hole is formed in one end of the right clamping frame.

And the concrete pile body is arranged in the supporting pile wall body.

Preferably, the stress block is in threaded connection with the main body of the support pile wall through a threaded hole, and the stress block is in a concave structure.

Preferably, the splice plates are symmetrically arranged by taking the central axis of the support pile wall main body as a symmetry, and the splice plates are in an L-shaped structure.

Preferably, the left clamping frame and the support pile wall body form a rotary structure through a movable shaft, and the left clamping frame and the right clamping frame are the same in size.

Preferably, the right side clamping frame and the supporting pile wall body form a rotating structure through the movable shaft, and the right side clamping frame is in threaded connection with the left side clamping frame through the limiting hole.

Preferably, the concrete pile body comprises a concrete shell, a pouring layer and a supporting steel frame, the concrete shell is arranged at one end of the supporting pile wall body, the pouring layer is arranged in the concrete shell, and the supporting steel frame is arranged in the pouring layer.

Preferably, the concrete shell is tightly attached to the support pile wall body, and the diameter of the support steel frame is smaller than that of the concrete shell.

Compared with the prior art, the utility model has the beneficial effects that:

1. According to the utility model, through the supporting pile wall main body, the threaded holes, the stress blocks, the splice plates and the fixing holes, the operation convenience of the device can be improved when the supporting pile wall main body in the device is used by the installed stress blocks, the operation and the use are convenient, and meanwhile, the device is connected through the installed splice plates with the L-shaped structure when the device is used in combination, so that the device is convenient to use in combination;

2. according to the utility model, through the arranged support pile wall body and the concrete pile body, the use stability of the concrete pile body arranged in the support pile wall body matched device can be realized when the device is used, cement can be arranged after the device is used to be poured in a pouring layer, and the use strength of the whole device can be enhanced after the device is used;

3. According to the utility model, through the movable shaft, the left clamping frame, the limiting rod and the right clamping frame, the left clamping frame and the right clamping frame which are arranged in the device can rotate through the movable shaft, and the installed concrete pile main body can be fixed after rotation, so that the use integrity of the whole device is maintained.

Drawings

FIG. 1 is a front cross-sectional view of the present utility model;

FIG. 2 is a schematic top view of the support pile wall body and the concrete pile body of the present utility model;

FIG. 3 is a schematic view of the structure of the climbing assembly of the present utility model;

fig. 4 is a schematic side view of the guide plate of the present utility model.

In the figure: 1. supporting a pile wall main body; 2. a threaded hole; 3. a stress block; 4. splice plates; 5. a fixing hole; 6. a contact block; 7. a movable shaft; 8. a left clamping frame; 9. a limit rod; 10. a right clamping frame; 11. a limiting hole; 12. a concrete pile body; 1201. a concrete shell; 1202. pouring a layer; 1203. and supporting the steel frame.

Detailed Description

The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. The embodiments described below by referring to the drawings are illustrative only and are not to be construed as limiting the utility model.

Hereinafter, an embodiment of the present utility model will be described in accordance with its entire structure.

Referring to fig. 1-4, a support pile wall comprises a support pile wall body 1 and a concrete pile body 12, wherein a threaded hole 2 is formed in one end of the support pile wall body 1, a stress block 3 is installed at one end of the threaded hole 2, the stress block 3 is in threaded connection with the support pile wall body 1 through the threaded hole 2, the stress block 3 is in a concave structure, the stress block 3 of the concave structure installed in the device can be better operated when the installed support pile wall body 1 is used, so that the use convenience of the device can be improved, splice plates 4 are integrally welded at the left end and the right end of the support pile wall body 1, fixing holes 5 are formed in the surfaces of the splice plates 4, the central axis of the support pile wall body 1 is symmetrically arranged, the splice plates 4 are in an L-shaped structure, and the splice plates 4 at two sides of the L-shaped structure can be better connected when the support pile wall body 1 is used.

Referring to fig. 1-4, a supporting pile wall is disclosed, a contact block 6 is attached to the inner wall of a supporting pile wall main body 1, a movable shaft 7 is installed at one end of the contact block 6, a left clamping frame 8 is movably connected to one end of the movable shaft 7, a limit rod 9 is installed at one end of the left clamping frame 8, a right clamping frame 10 is movably installed at one end of the movable shaft 7, a limit hole 11 is formed at one end of the right clamping frame 10, the left clamping frame 8 and the supporting pile wall main body 1 form a rotating structure through the movable shaft 7, the left clamping frame 8 and the right clamping frame 10 form a rotating structure through the movable shaft 7 and the supporting pile wall main body 1, the right clamping frame 10 is in threaded connection with the left clamping frame 8 through the limit hole 11, the left clamping frame 8 and the right clamping frame 10 installed in the device can rotate through the movable shaft 7, and after rotation, better fixing and using of a concrete pile main body 12 in the device can be better, and the using integrity of the device is maintained.

Referring to fig. 1-4, a support pile wall includes a concrete pile body 12, wherein a concrete pile body 12 is installed inside the support pile wall body 1, the concrete pile body 12 includes a concrete casing 1201, a casting layer 1202 and a support steel frame 1203, the concrete casing 1201 is installed at one end of the support pile wall body 1, the casting layer 1202 is installed inside the concrete casing 1201, the support steel frame 1203 is installed inside the casting layer 1202, the concrete casing 1201 is tightly attached to the support pile wall body 1, the diameter of the support steel frame 1203 is smaller than that of the concrete casing 1201, the casting layer 1202 installed in the device can cast cement for use, and the overall strength of the device can be improved through the support steel frame 1203, and the stability of the device during use is maintained.

Working principle: during the use, can erect the stake wall main part 1 in the group arrangement and operate and use, can smash stake wall main part 1 downwards through the atress piece 3 of installing in the device after erecting, can improve the convenience of device at the use, can carry out the use of connecting through the splice plate 4 of "L" that the welding had in the device simultaneously, can carry out more stake wall main part 1 when using, can connect through L type structure, can be fixed through the fixed orifices 5 that sets up, be convenient for operate the use of device after the fixing, simultaneously left side centre gripping frame 8 and right side centre gripping frame 10 that installs in the device are rotated through loose axle 7, can hold the concrete pile main part 12 of installing in the device and fix, can keep the stability of the use of device through the twisting of gag lever post 9 after holding concrete pile main part 12, the diameter of the support layer 1203 that the concrete pile main part 1 was installed in the device is less than the diameter of pouring concrete shell 1202 when using, can be convenient for carrying out the operation of the device through the fixed orifices 5, can keep the concrete pile main part 12 in the device through the steelframe, the concrete pile main part 12 of installing in the device can be kept the stability of the device, the concrete pile main part is kept in the device is kept in the stability of the device is good at the best, the best has been used, the device is informed the device of the prior art has been used has been described and has been used, the technical field has been completed.

The terms "center," "longitudinal," "transverse," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used for descriptive simplicity and convenience only and not as an indication or implying that the apparatus or element being referred to must have a particular orientation, be constructed and operated for a particular orientation, based on the orientation or positional relationship illustrated in the drawings, and thus should not be construed as limiting the scope of the present utility model.

Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.

Claims

1. A support pile wall, including a support pile wall main body (1), characterized in that: screw holes (2) are formed in one end of the supporting pile wall main body (1), stress blocks (3) are arranged at one end of the screw holes (2), splice plates (4) are integrally welded at the left end and the right end of the supporting pile wall main body (1), and fixing holes (5) are formed in the surface of each splice plate (4);

The supporting pile is characterized in that a contact block (6) is attached to the inner wall of the supporting pile wall body (1), a movable shaft (7) is arranged at one end of the contact block (6), a left clamping frame (8) is movably connected to one end of the movable shaft (7), a limit rod (9) is arranged at one end of the left clamping frame (8), a right clamping frame (10) is movably arranged at one end of the movable shaft (7), and a limit hole (11) is formed in one end of the right clamping frame (10);

And a concrete pile body (12) is arranged in the supporting pile wall body (1).

2. A support stake wall as claimed in claim 1, wherein: the stress block (3) is in threaded connection with the supporting pile wall main body (1) through the threaded hole (2), and the stress block (3) is in a concave structure.

3. A support stake wall as claimed in claim 1, wherein: the splice plates (4) are symmetrically arranged by taking the central axis of the support pile wall main body (1), and the splice plates (4) are in L-shaped structure.

4. A support stake wall as claimed in claim 1, wherein: the left clamping frame (8) and the supporting pile wall body (1) form a rotating structure through the movable shaft (7), and the left clamping frame (8) and the right clamping frame (10) are the same in size.

5. A support stake wall as claimed in claim 1, wherein: the right clamping frame (10) and the supporting pile wall body (1) form a rotating structure through the movable shaft (7), and the right clamping frame (10) is in threaded connection with the left clamping frame (8) through the limiting hole (11).

6. A support stake wall as claimed in claim 1, wherein: the concrete pile body (12) comprises a concrete shell (1201), a pouring layer (1202) and a supporting steel frame (1203), the concrete shell (1201) is arranged at one end of the supporting pile wall body (1), the pouring layer (1202) is arranged in the concrete shell (1201), and the supporting steel frame (1203) is arranged in the pouring layer (1202).

7. The support stake wall as claimed in claim 6, wherein: the concrete shell (1201) is tightly attached to the support pile wall body (1), and the diameter of the support steel frame (1203) is smaller than that of the concrete shell (1201).