CN216689371U - Self-locking ground pile and upright post integrated pipe - Google Patents
Self-locking ground pile and upright post integrated pipe Download PDFInfo
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- CN216689371U CN216689371U CN202123433010.9U CN202123433010U CN216689371U CN 216689371 U CN216689371 U CN 216689371U CN 202123433010 U CN202123433010 U CN 202123433010U CN 216689371 U CN216689371 U CN 216689371U
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Abstract
The utility model discloses a self-locking ground pile and upright post integrated pipe which is characterized by comprising a pipe body, wherein a ground pile pouring gate is arranged on the pipe body and is used for communicating an inner cavity of the pipe body with an underground hole, the ground pile pouring gate is lower than the hole edge of the hole, the hole is used for inserting the pipe body, the pipe body is divided into a ground pile part and an upright post part along the axial direction, the ground pile pouring gate is arranged on the ground pile part, and the upright post part extends out of the ground. The ground pile part is automatically locked in the cement in the hole, and the arrangement of a reinforcement cage is omitted, so that the construction efficiency is improved, and the pile forming cost is reduced. In addition, the ground pile part and the upright post part are formed on the integrated pipe body, so that the connection between the ground pile part and the upright post part is omitted, the construction efficiency is improved, and the structure is simplified. In addition, cement is poured into the column part of the pipe body, so that the bending resistance of the column part is improved.
Description
Technical Field
The utility model relates to the field of ground piles and upright posts, in particular to a self-locking ground pile and upright post integrated pipe.
Background
In the prior art, a ground cage woven by steel bars is used as a ground pile, and the pile forming method has complex procedures and high pile forming cost.
Therefore, how to simplify the pile-forming process and reduce the pile-forming cost is a critical problem to be solved urgently by the technical personnel in the field.
SUMMERY OF THE UTILITY MODEL
The utility model aims to simplify the pile forming process and reduce the pile forming cost. In order to achieve the purpose, the utility model provides the following technical scheme:
the utility model provides a self-locking ground stake stand integration pipe, includes the body, it irritates the runner to be provided with the ground stake on the body, the ground stake is irritated the runner and is used for the intercommunication the inner chamber and the underground hole of body, the ground stake is irritated the runner and is less than the hole of hole is followed, the hole supplies the body inserts.
Preferably, a plurality of ground pile pouring gates are arranged along the axial direction of the pipe body; and a plurality of ground pile pouring gates are arranged around the circumference of the pipe body.
Preferably, the ground pile pouring gate is a round hole type ground pile pouring gate or a waist hole type ground pile pouring gate.
Preferably, the tube body is provided with a reinforcing rib extending along the radial direction, and the reinforcing rib is embedded in cement between the tube body and the hole.
Preferably, the reinforcing ribs are arranged in pairs, two reinforcing ribs in a pair are symmetrically arranged about the axis of the pipe body, a plurality of pairs of reinforcing ribs are arranged along the axis of the pipe body, and two adjacent pairs of reinforcing ribs are arranged in a staggered manner in the circumferential direction.
Preferably, the pipe body is divided into a ground pile portion and a pillar portion in the axial direction, the ground pile pouring gate is provided on the ground pile portion, and the pillar portion protrudes above the ground.
Preferably, the upright post part is provided with an upright post pouring gate, and the upright post pouring gate is used for communicating the inner cavity of the pipe body with the outside.
Preferably, the tube body is pultruded from a fibre reinforced resin based composite material.
Preferably, the pipe body is a rectangular pipe, a square pipe or a circular pipe.
According to the technical scheme, the self-locking ground pile and upright post integrated pipe has the following beneficial effects:
firstly, the ground pile part is automatically locked in the cement of the hole, so that the arrangement of a reinforcement cage is omitted, the construction efficiency is improved, and the pile forming cost is reduced;
secondly, the ground pile part and the upright post part are formed on the integrated pipe body, so that the connection between the ground pile part and the upright post part is omitted, the construction efficiency is improved, and the structure is simplified;
thirdly, reinforcing ribs are arranged outside the ground pile part of the pipe body, so that the uplift resistance of the ground pile part is improved;
fourthly, cement is poured into the column part of the pipe body, so that the bending resistance of the column part is improved;
fifth, the method comprises the following steps: the pipe body is formed by pultrusion of fiber reinforced resin matrix composite materials, and has the advantages of light weight, high tensile strength, corrosion resistance, non-conductivity and the like.
Drawings
In order to more clearly illustrate the solution of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description below are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without inventive efforts.
Fig. 1 is a front view of a self-locking ground pile and upright post integrated pipe according to an embodiment of the present invention;
fig. 2 is a top view of a self-locking ground pile and column integrated pipe according to an embodiment of the present invention;
fig. 3 is a perspective view of a self-locking ground pile and column integrated pipe according to an embodiment of the present invention.
Wherein, 1 is the body, 2 is ground stake pouring gate, 3 is stand pouring gate, 4 is the strengthening rib, 5 is ground stake part, 6 is the stand part.
Detailed Description
The utility model discloses a self-locking ground pile and upright post integrated pipe which can simplify a pile forming process and reduce pile forming cost.
The technical solutions in the embodiments of the present invention will be described clearly and completely 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 of the present invention without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "top," "bottom," and the like, as used herein, refer to an orientation or positional relationship based on that shown in the drawings for convenience in describing the present invention and simplicity in description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be taken as limiting the present invention.
The utility model discloses a self-locking ground pile and upright post integrated pipe which comprises a pipe body 1, wherein openings are formed in the top end and the bottom end of the pipe body 1. The pipe body 1 is characterized in that a ground pile pouring gate 2 is arranged on the pipe body 1. The ground pile pouring gate 2 is used for communicating the inner cavity of the pipe body 1 with the underground hole. The holes are made in advance before the pipe body 1 is installed. After the pipe body 1 is inserted into the hole, the pile pouring gate 2 is located in the hole, or the pile pouring gate 2 is lower than the edge of the hole. The ground pile pouring gate 2 is communicated with the inner cavity and the hole of the pipe body 1, so that the inner cavity and the hole of the pipe body 1 and the ground pile pouring gate 2 form a communicating vessel structure. And pouring cement into the hole or the pipe body 1 until the cement surface in the hole and the cement surface in the pipe body 1 are flush with the ground. After the cement is solidified, the pipe body 1 is automatically locked in the cement. Compared with the traditional pile forming mode, the self-locking pile forming mode has simple process and low pile forming cost.
The present invention defines a plurality of ground pile pouring gates 2 arranged along the axial direction of the pipe body 1, and a plurality of ground pile pouring gates 2 are arranged around the circumference of the pipe body 1. So, not only do benefit to the intercommunication in 1 inner chamber of body and hole when becoming a stake, can ensure simultaneously that the part that is located the hole of body 1 receives even locking force in axial and circumference.
The pile-pouring gate 2 may be a rectangular pile-pouring gate 2 or a pile-pouring gate 2 of another shape. Preferably, the ground pile pouring gate 2 is set to be a round hole type ground pile pouring gate 2 or a waist hole type ground pile pouring gate 2. After solidification, the stress on the cement at the round hole type ground pile pouring gate 2 or the waist hole type ground pile pouring gate 2 is more uniform.
In order to improve the pulling resistance of the pipe body 1, the present invention provides a reinforcing rib 4 on the pipe body 1, wherein the reinforcing rib 4 extends along the horizontal direction, or the radial direction of the pipe body 1. After the cement is poured, the reinforcing ribs 4 are embedded in the cement between the pipe body 1 and the holes.
In order to ensure that the pipe body 1 has uniform and firm pulling resistance, the utility model is designed as follows: the reinforcing ribs 4 are provided in pairs, and the two reinforcing ribs 4 in the pair are arranged symmetrically with respect to the axis of the pipe body 1. A plurality of pairs of reinforcing ribs 4 are arranged along the axis of the pipe body 1, and two adjacent pairs of reinforcing ribs 4 are arranged in a staggered manner in the circumferential direction. For example, two adjacent pairs of ribs 4 form a cross-shaped structure when viewed from above.
The self-locking principle of the pipe body 1 is described above, and the integrated features of the ground pile and the upright post of the pipe body 1 are described as follows: along the axial direction of the pipe body 1, the pipe body 1 is divided into a ground pile portion 5 and a pillar portion 6. The pile pouring gate 2 is provided on the pile portion 5. The column part 6 projects above the ground.
In the prior art, the ground pile and the upright post are split, and after the pile is formed, the upright post is connected to the ground pile in a binding mode, a welding mode and the like. So not only make the structure of ground stake stand complicated, the efficiency of construction of extension simultaneously.
In the utility model, the upright post and the ground pile are integrated, so that the connecting part of the ground pile and the upright post is omitted, the structure is simplified, and the construction efficiency is improved.
The column part 6 of the pipe body 1 is connected with other parts through the restraint modes of hoops, bindings, bolt anchoring and the like. The column portion 6 of the tubular body 1 is required to have a high bending resistance. Therefore, the utility model is designed as follows: an upright post pouring gate 3 is arranged on an upright post part 6 of the tube body 1, and the upright post pouring gate 3 is used for communicating the inner cavity of the upright post part 6 of the tube body 1 with the outside. After the pile is formed, the inner cavity of the ground pile part 5 of the pipe body 1 is filled with cement, and then the cement is poured into the pipe body 1 through the upright post pouring gate 3 so as to improve the bending resistance of the upright post part 6 of the pipe body 1.
In order to ensure that the inner cavity of the column part 6 of the tubular body 1 can be filled with sufficient cement, the present invention defines that the column filling gate 3 is arranged close to the top of the tubular body 1. It should be noted that the height of the cement paste with respect to the column part 6 depends on the bending resistance requirement of the column part 6.
In the prior art, the ground pile is usually made of steel, but the steel ground pile is easy to rust in the working environment of salinization of soil and moist soil. According to the utility model, the material of the pipe body 1 is preferably fiber reinforced resin matrix composite material, and the pipe body 1 is processed by a pultrusion process. The pipe body 1 made of the fiber reinforced resin matrix composite material has the advantages of light weight, high tensile strength, corrosion resistance, non-conductivity and the like.
Regarding the concrete structure of the pipe body 1, the pipe body 1 may be a square pipe, a rectangular pipe, or a circular pipe. The structure of the pipe body 1 is not particularly limited, and the pipe body falls into the protection range of the text as long as the functions of self-locking and integration of the ground pile and the upright post can be realized.
In conclusion, the self-locking ground pile and upright post integrated pipe has the following beneficial effects:
firstly, the ground pile part 5 is automatically locked in the cement of the hole, so that the arrangement of a reinforcement cage is omitted, the construction efficiency is improved, and the pile forming cost is reduced;
secondly, the ground pile part 5 and the upright post part 6 are formed on the integrated pipe body 1, so that the connection between the ground pile part 5 and the upright post part 6 is omitted, the construction efficiency is improved, and the structure is simplified;
thirdly, reinforcing ribs 4 are arranged outside the ground pile part 5 of the pipe body 1, so that the pulling resistance of the ground pile part 5 is improved;
fourthly, cement is poured into the column part 6 of the pipe body 1, so that the bending resistance of the column part 6 is improved;
fifth, the method comprises the following steps: the pipe body 1 is formed by pultrusion of fiber reinforced resin matrix composite materials, and the pipe body 1 has the advantages of light weight, high tensile strength, corrosion resistance, non-conductivity and the like.
The utility model also discloses a construction method of the self-locking ground pile and upright post integrated pipe, which comprises the following steps:
s1: a hole with the inner diameter larger than the diameter of the pipe body 1 by a preset size is formed by the pile driver, the depth of the hole is also required, and a ground pile pouring gate 2 with the hole edge higher than the top of the pipe body 1 needs to be met.
S2: the tube 1 is inserted into the hole.
S3: and pouring cement to enable the cement surface in the hole and the cement surface in the pipe body 1 to be flush with the ground. After the cement is cured, the ground pile part 5 of the pipe body 1 is automatically locked in the cement.
S4: cement is poured into the column part 6 of the pipe body 1 through the column pouring gate 3 so that the column part 6 has high bending strength.
The specific operation regarding step S3 includes three ways:
the first irrigation mode is as follows: and pouring cement into the ground pile part 5 of the pipe body 1 from the ground pile pouring gate 2 at the top until the cement surface of the hole and the cement surface in the inner cavity of the pipe body 1 reach the ground pile pouring gate 2 at the top. And then pouring cement into the hole or from the outside of the pipe body 1, so that the cement surface in the hole and the cement surface in the pipe body 1 are flush with the ground.
The second irrigation mode is as follows: to the hole in, or pour into cement from the body 1 outside, cement can enter into the inner chamber of ground pile part 5 through ground pile pouring gate 2 in, until the cement face in the hole with the cement face in the body 1 all flushes with ground.
The third irrigation mode is as follows: pouring cement into the hole, and pouring cement into the pipe body 1 through the ground pile pouring gate 2 at the top until the cement surface in the hole and the cement surface in the pipe body 1 are flush with the ground.
Finally, it should also be noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the utility model. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (9)
1. The utility model provides a self-locking ground stake stand integration pipe, a serial communication port, including the body, it irritates the runner to be provided with the ground stake on the body, the ground stake is irritated the runner and is used for the intercommunication the inner chamber and the underground hole of body, the ground stake is irritated the runner and is less than the hole edge of hole, the hole supplies the body inserts.
2. The self-locking ground pile and stand column integrated pipe as recited in claim 1, wherein a plurality of ground pile pouring gates are arranged along an axial direction of the pipe body; and a plurality of ground pile pouring gates are arranged around the circumference of the pipe body.
3. The self-locking ground pile and upright post integrated pipe as recited in claim 2, wherein the ground pile pouring gate is a round hole type ground pile pouring gate or a waist hole type ground pile pouring gate.
4. The self-locking ground pile-upright post integrated pipe as recited in claim 1, wherein the pipe body is provided with a reinforcing rib extending in a radial direction, and the reinforcing rib is embedded in cement between the pipe body and the hole.
5. The self-locking ground pile and column integrated pipe according to claim 4, wherein the reinforcing ribs are provided in pairs, two reinforcing ribs in a pair are arranged symmetrically with respect to the axis of the pipe body, a plurality of pairs of reinforcing ribs are arranged along the axis of the pipe body, and two adjacent pairs of reinforcing ribs are arranged in a circumferentially staggered manner.
6. The self-locking ground pile-column integrated pipe according to claim 1, wherein the pipe body is divided into a ground pile portion and a column portion in an axial direction, the ground pile pouring gate is provided on the ground pile portion, and the column portion protrudes above the ground.
7. The self-locking ground pile and upright post integrated pipe as recited in claim 6, wherein the upright post part is provided with an upright post pouring gate, and the upright post pouring gate is used for communicating the inner cavity of the pipe body with the outside.
8. The self-locking ground pile-upright post integrated tube as recited in claim 1, wherein the tube body is pultruded from fiber reinforced resin based composite material.
9. The self-locking ground pile and upright post integrated pipe as recited in claim 1, wherein the pipe body is a rectangular pipe, a square pipe or a circular pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123433010.9U CN216689371U (en) | 2021-12-30 | 2021-12-30 | Self-locking ground pile and upright post integrated pipe |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123433010.9U CN216689371U (en) | 2021-12-30 | 2021-12-30 | Self-locking ground pile and upright post integrated pipe |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216689371U true CN216689371U (en) | 2022-06-07 |
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ID=81817704
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123433010.9U Active CN216689371U (en) | 2021-12-30 | 2021-12-30 | Self-locking ground pile and upright post integrated pipe |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216689371U (en) |
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2021
- 2021-12-30 CN CN202123433010.9U patent/CN216689371U/en active Active
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