CN217204020U

CN217204020U - Integrally assembled static pressure pile

Info

Publication number: CN217204020U
Application number: CN202220466890.5U
Authority: CN
Inventors: 朱江; 朱金兴
Original assignee: Jiangyin Huatian Engineering Machinery Co ltd
Current assignee: Jiangyin Huatian Engineering Machinery Co ltd
Priority date: 2022-07-13
Filing date: 2022-07-13
Publication date: 2022-08-16
Anticipated expiration: 2032-07-13

Abstract

The utility model discloses an assembly integral static pressure pile, which belongs to the technical field of building construction, and particularly relates to an assembly integral static pressure pile, which comprises a conical pile point, wherein the top end of the conical pile point is fixedly connected with a supporting block, the top end of the supporting block is fixedly connected with a pile body I, the top end of the pile body I is provided with a pile body II, and the assembly structure is connected with the pile body I and the conical pile point, the assembly structure is composed of a reinforcing component, a pouring component, a protective component and a butt joint component, the reinforcing component is fixedly connected with the two sides of the conical pile point, the butt joint component is arranged at the joint of the top end of the pile body I and the pile body II, the utility model drills the conical pile point and the pile body I into the ground, protects a leak hole through a sheath, avoids the leak hole from being blocked, when the pile body I drives the conical pile point to rise, a metal clamping plate can be inserted into the ground, and prevents the pile body I from driving the conical pile point to rise, making the installation more secure.

Description

Assembled integral static pressure pile

Technical Field

The utility model relates to a construction technical field specifically is an assemble integral hydrostatic pressure stake.

Background

With the development of economic society, the high-rise buildings, underground space requirements and foundation reinforcement technology are the key and focus of the fields of civil engineering, traffic engineering and the like in China, and the assembled integral static pressure pile reinforced foundation and underground engineering support-free technology are new technologies for building foundation reinforcement and underground space support replacement.

The bottom end of the existing static pressure pile is unstable in fixation after being drilled into the ground and is easy to pull out, a gap exists between the pile and the ground after the pile is drilled into the ground, manual sand filling and cement pouring are inconvenient, a large amount of manpower is consumed, and the working efficiency is reduced.

SUMMERY OF THE UTILITY MODEL

The present invention has been made in view of the above and/or other problems occurring in the prior art assembled integral type static pressure piles.

Therefore, the utility model aims at providing an assemble integral hydrostatic pressure stake can solve the above-mentioned current hydrostatic pressure stake bottom of proposing and bore into ground after-fixing unstability, is pulled out easily, has the gap between stake and the ground after drilling into ground simultaneously, and the manual work is filled sand and is watered cement inconvenient, consumes a large amount of manpowers, reduces work efficiency's problem.

For solving the technical problem, according to the utility model discloses an aspect, the utility model provides a following technical scheme:

an assembled monolithic hydrostatic pile, comprising: the pile comprises a conical pile tip, a supporting block and a press-fitting structure, wherein the top end of the conical pile tip is fixedly connected with the supporting block, the top end of the supporting block is fixedly connected with a pile body I, and the top end of the pile body I is provided with a pile body II;

the press-fitting structure is composed of a reinforcing component, a pouring component, a protection component and a butt joint component, wherein the reinforcing component is fixedly connected with two sides of the conical pile tip, the butt joint component is installed at the joint of the top end of the pile body I and the pile body II, the pouring component is arranged on the pile body I and the pile body II, and the bottom end of the protection component is connected with the top end of the supporting block.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the reinforcing component comprises a groove, the groove is formed in two sides of the conical pile tip, a fixing rod is fixedly mounted on the inner wall of the groove, a metal clamping plate is rotatably connected to the outer wall of the fixing rod, and a second connecting block is fixedly connected to the inner side of the metal clamping plate.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the inner side of the second connecting block is rotatably connected with a first connecting block, and the inner side of the first connecting block is fixedly connected with a spring.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the spring is characterized in that the inner side of the spring is fixedly connected with the inner wall of the groove, the outer side of the bottom end of the inner wall of the groove is fixedly connected with a fixed block, and the top end of the fixed block is provided with an inclined plane towards the inner side.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the pouring assembly comprises two groups of annular grooves, the two groups of annular grooves are respectively arranged on a first pile body and a second pile body, the first pile body and the second pile body are divided into an inner pile body and an outer pile body through the annular grooves, and the outer pile body is provided with a leakage hole.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the protection assembly comprises a sheath, an annular connecting block and an annular connecting groove, the annular connecting groove is formed in the top end of the supporting block, the inner wall of the annular connecting groove is connected with the outer wall of the annular connecting block in a sliding mode, and the top end of the annular connecting block is fixedly connected with the bottom end of the sheath.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the butt joint assembly comprises a butt joint hole and a butt joint block, the butt joint hole is formed in the top end of the pile body, the inner wall of the butt joint hole is connected with the butt joint block in a sliding mode, and the top end of the butt joint block is fixedly connected with the two bottom ends of the pile body.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the butt joint holes and the butt joint blocks are both circular.

As an assembly integral hydrostatic pile's an preferred scheme, wherein: the butt joint holes and the butt joint blocks are both annular.

Compared with the prior art:

dig into ground with toper stake point and stake body one, protect the small opening through the sheath, avoid the small opening to block up, when stake body one drives toper stake point when ascending, the metal cardboard can insert ground, prevent that stake body drives toper stake point and rises, make the installation more firm, after the installation, to watering cement in the ring channel, cement can treat the cement solidification back in the gap between leading-in stake body one and the ground through the small opening, outer stake realization and ground fixed connection, outer stake internal wall can with interior stake body fixed connection simultaneously, high durability and convenient use, and the work efficiency is improved.

Drawings

FIG. 1 is a front view of the present invention;

FIG. 2 is a sectional view of the conical pile tip of the present invention;

FIG. 3 is an enlarged view of the area A of FIG. 1 according to the present invention;

FIG. 4 is a front view of the conical pile tip of the present invention;

fig. 5 is an enlarged view of the connection between the annular butt joint hole and the butt joint block of the present invention.

In the figure: the pile comprises a first pile body 1, a conical pile tip 2, a supporting block 3, a second pile body 4, a groove 61, a spring 62, a first connecting block 63, a second connecting block 64, a metal clamping plate 65, a fixing rod 66, a fixing block 68, an annular groove 71, an inner pile body 72, an outer pile body 73, a leakage hole 74, a sheath 81, an annular connecting block 82, an annular connecting groove 83, a butt joint hole 91 and a butt joint block 92.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention clearer, embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.

The first embodiment is as follows:

the utility model provides an assembled integral type static pressure pile, which has the advantages of convenient use and improved work efficiency, please refer to fig. 1-4, and comprises a conical pile tip 2, wherein the top end of the conical pile tip 2 is fixedly connected with a supporting block 3, the top end of the supporting block 3 is fixedly connected with a pile body I1, the top end of the pile body I1 is provided with a pile body II 4, and the assembled integral type static pressure pile also comprises a press mounting structure connected with the pile body I1 and the conical pile tip 2;

the press-fitting structure is composed of a reinforcing component, a pouring component, a protection component and a butt joint component, wherein the reinforcing component is fixedly connected with two sides of the conical pile tip 2, the butt joint component is installed at the joint of the top end of the pile body I1 and the pile body II 4, the pouring component is arranged on the pile body I1 and the pile body II 4, and the bottom end of the protection component is connected with the top end of the supporting block 3.

The reinforcing component comprises a groove 61, the groove 61 is formed in two sides of the conical pile toe 2, a fixing rod 66 is fixedly mounted on the inner wall of the groove 61, a metal clamping plate 65 is rotatably connected to the outer wall of the fixing rod 66, a connecting block II 64 is fixedly connected to the inner side of the metal clamping plate 65, a connecting block I63 is rotatably connected to the inner side of the connecting block II 64, a spring 62 is fixedly connected to the inner side of the connecting block I63, the inner side of the spring 62 is fixedly connected with the inner wall of the groove 61, a fixing block 68 is fixedly connected to the outer side of the bottom end of the inner wall of the groove 61, the top end of the fixing block 68 is formed into an inclined surface facing inwards, the conical pile toe 2 and the pile body I1 are drilled into the ground, a leakage hole 74 is protected through a sheath 81, the blockage of the leakage hole 74 is avoided, when the pile body I1 drives the conical pile toe 2 to ascend, the metal clamping plate 65 is inserted into the ground, and the pile body I1 is prevented from driving the conical pile toe 2 to ascend, so that the installation is more firm, and the metal clamping plate 65 is supported by the inclined surface formed at the top end of the fixing block 68.

The pouring assembly comprises two groups of annular grooves 71, the two groups of annular grooves 71 are respectively arranged on a first pile body 1 and a second pile body 4, the first pile body 1 and the second pile body 4 are respectively divided into an inner pile body 72 and an outer pile body 73 through the annular grooves 71, a leak hole 74 is formed in the outer pile body 73, after the installation is completed, a sheath 81 is pulled to drive an annular connecting block 82 to be separated from an annular connecting groove 83, cement is poured into the annular grooves 71, the cement is guided into a gap between the first pile body 1 and the ground through the leak hole 74, after the cement is solidified, the outer pile body 73 is fixedly connected with the ground, and meanwhile, the inner wall of the outer pile body 73 is fixedly connected with the inner pile body 72.

The protection assembly comprises a protective sleeve 81, an annular connecting block 82 and an annular connecting groove 83, the annular connecting groove 83 is formed in the top end of the supporting block 3, the inner wall of the annular connecting groove 83 is connected with the outer wall of the annular connecting block 82 in a sliding mode, the top end of the annular connecting block 82 is fixedly connected with the bottom end of the protective sleeve 81, the leakage hole 74 is protected through the protective sleeve 81, and blocking is avoided.

Butt joint subassembly is including butt joint hole 91, butt joint piece 92, butt joint hole 91 is seted up on a pile body 1 top, butt joint hole 91 inner wall sliding connection has butt joint piece 92, butt joint piece 92 top and two 4 bottom fixed connections of a pile body, butt joint hole 91, butt joint piece 92 are all established to circularly, need lengthen, are connected a pile body 1 top and two 4 bottoms of a pile body through the butt joint subassembly, convenient to use, improvement work efficiency.

In specific use, a person skilled in the art drills the conical pile tip 2 and the pile body I1 into the ground, protects the leak hole 74 through the sheath 81, avoids the leak hole 74 from being blocked, when the first pile body 1 drives the conical pile tip 2 to rise, the metal clamping plate 65 is inserted into the ground to prevent the first pile body 1 from driving the conical pile tip 2 to rise, the installation is firmer, after the installation is finished, the sheath 81 is pulled to drive the annular connecting block 82 to be separated from the annular connecting groove 83, cement is poured into the annular groove 71, the cement is guided into a gap between the pile body 1 and the ground through the leakage hole 74, after the cement is solidified, the outer pile body 73 is fixedly connected with the ground, simultaneously outer pile body 73 inner wall can be with interior pile body 72 fixed connection, need lengthen, is connected convenient to use, improvement work efficiency with pile body 1 top and pile body two 4 bottoms through the butt joint subassembly.

Example two:

the utility model provides an assemble integral hydrostatic pressure stake, please refer to fig. 5, butt joint hole 91, butt joint piece 92 all establish to the annular, through establishing it to the annular, when material saving, convenient to use.

When the concrete use, the conical pile tip 2 and the pile body 1 are drilled into the ground by a person skilled in the art, the leak hole 74 is protected through the sheath 81, the leak hole 74 is prevented from being blocked, when the pile body 1 drives the conical pile tip 2 to rise, the metal clamping plate 65 can be inserted into the ground, the pile body 1 is prevented from driving the conical pile tip 2 to rise, the installation is firmer, after the installation is completed, the sheath 81 is pulled to drive the annular connecting block 82 to be separated from the annular connecting groove 83, cement is poured into the annular groove 71, the cement can be guided into a gap between the pile body 1 and the ground through the leak hole 74, after the cement is solidified, the outer pile body 73 can be fixedly connected with the ground, meanwhile, the inner wall of the outer pile body 73 can be fixedly connected with the inner pile body 72, and when the cement needs to be lengthened, the annular butt-joint hole 91 at the top end of the pile body 1 is connected with the annular butt-joint block 92 at the bottom end of the pile body two 4, and the concrete pile is convenient to use, The working efficiency is improved.

While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, the various features of the disclosed embodiments of the present invention can be used in any combination with each other, and the non-exhaustive description of these combinations in this specification is merely for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.

Claims

1. The utility model provides an assemble integral hydrostatic pile, includes toper stake point (2), toper stake point (2) top fixedly connected with supporting shoe (3), supporting shoe (3) top fixedly connected with stake body (1), stake body (1) top is equipped with stake body two (4), its characterized in that: the pile also comprises a press-fitting structure connected with the first pile body (1) and the conical pile tip (2);

the press-fitting structure is composed of a reinforcing component, a pouring component, a protection component and a butt joint component, wherein the reinforcing component is fixedly connected with two sides of the conical pile tip (2), the butt joint component is installed at the joint of the top end of the pile body I (1) and the pile body II (4), the pouring component is arranged on the pile body I (1) and the pile body II (4), and the bottom end of the protection component is connected with the top end of the supporting block (3).

2. The assembled integral type hydrostatic pile according to claim 1, wherein the reinforcing component comprises grooves (61), the grooves (61) are formed in two sides of the conical pile tip (2), fixing rods (66) are fixedly installed on the inner walls of the grooves (61), metal clamping plates (65) are rotatably connected to the outer walls of the fixing rods (66), and connecting blocks two (64) are fixedly connected to the inner sides of the metal clamping plates (65).

3. An assembled integral type hydrostatic pile according to claim 2, characterized in that a first connecting block (63) is rotatably connected to the inner side of the second connecting block (64), and a spring (62) is fixedly connected to the inner side of the first connecting block (63).

4. An assembled integral type hydrostatic pile according to claim 3, wherein the inner side of the spring (62) is fixedly connected with the inner wall of the groove (61), the outer side of the bottom end of the inner wall of the groove (61) is fixedly connected with a fixing block (68), and the top end of the fixing block (68) is provided with an inclined surface which is inclined inwards.

5. The assembled integral type static pressure pile is characterized in that the pouring assembly comprises two groups of annular grooves (71), the two groups of annular grooves (71) respectively start on a first pile body (1) and a second pile body (4), the first pile body (1) and the second pile body (4) are respectively divided into an inner pile body (72) and an outer pile body (73) through the annular grooves (71), and the outer pile body (73) is provided with a leakage hole (74).

6. An assembled integral type hydrostatic pile according to claim 1, characterized in that the protection component comprises a sheath (81), an annular connecting block (82) and an annular connecting groove (83), the annular connecting groove (83) is arranged at the top end of the support block (3), the inner wall of the annular connecting groove (83) is slidably connected with the outer wall of the annular connecting block (82), and the top end of the annular connecting block (82) is fixedly connected with the bottom end of the sheath (81).

7. The assembled integral type hydrostatic pile according to claim 1, characterized in that the butt joint assembly comprises a butt joint hole (91) and a butt joint block (92), the butt joint hole (91) is formed in the top end of the first pile body (1), the butt joint block (92) is connected to the inner wall of the butt joint hole (91) in a sliding mode, and the top end of the butt joint block (92) is fixedly connected with the bottom end of the second pile body (4).

8. An assembled integral hydrostatic pile according to claim 7, characterized in that the butt-joint hole (91) and the butt-joint block (92) are both provided with a circular shape.

9. An assembled integral hydrostatic pile according to claim 7, characterized in that the abutment hole (91) and the abutment block (92) are both provided in a ring shape.