CN219886786U - Combined pile for civil engineering - Google Patents
Combined pile for civil engineering Download PDFInfo
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- CN219886786U CN219886786U CN202321108566.7U CN202321108566U CN219886786U CN 219886786 U CN219886786 U CN 219886786U CN 202321108566 U CN202321108566 U CN 202321108566U CN 219886786 U CN219886786 U CN 219886786U
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- civil engineering
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- 239000002131 composite material Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 claims description 5
- 230000005484 gravity Effects 0.000 claims description 3
- 230000006835 compression Effects 0.000 abstract description 3
- 238000007906 compression Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000008569 process Effects 0.000 abstract description 3
- 239000002689 soil Substances 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
Abstract
The utility model provides a composite pile for civil engineering, and relates to the technical field of civil engineering. The utility model provides a composite pile for civil engineering, includes pile foundation and brace table, is provided with a plurality of support columns between above-mentioned pile foundation and the above-mentioned brace table, and the locating hole has been seted up to above-mentioned pile foundation, and arbitrary above-mentioned locating hole has all been inserted and has been had corresponding above-mentioned support column, and arbitrary above-mentioned support column all includes location steel sheet, spandrel post and the connecting plate of connecting in order. The utility model aims to provide a combined pile for civil engineering, which can be transported in sections in the transportation process, is convenient to transport and can enhance the compression resistance.
Description
Technical Field
The utility model relates to the technical field of civil engineering, in particular to a composite pile for civil engineering.
Background
A deep foundation (see figure) consisting of piles and pile caps (called caps for short) connected with the tops of the piles or a single pile foundation (called pile caps for short) connected with the piles by the columns. If the pile body is buried in the soil, the bottom surface of the bearing platform is contacted with the soil, the pile body is called a low bearing platform pile foundation; if the pile body is exposed to the ground and the pile bottom is above the ground, the pile body is called a high pile foundation, and the building pile foundation is usually a low pile foundation. In high-rise buildings, pile foundations are widely applied, and the fundamental problem to be solved in civil engineering is engineering safety, so that the structure can resist various natural or artificial acting forces. Any engineering structure bears the self weight and the effect of using load and wind force, and the humidity change can exert force on the civil engineering structure. At present, the pile foundation structure on one building is single, how to change the internal structure of a civil engineering pile and how to improve the whole compressive property are problems faced by engineers all the time, and the civil combined pile with the patent number of CN205399393U has the advantages of simple structure, low manufacturing cost and convenient transportation, but insufficient bearing strength, so that the construction is required to be studied how to utilize the existing material equipment conditions through effective technical approaches and organization means.
In summary, we propose a composite pile for civil engineering to solve the above problems.
Disclosure of Invention
The utility model aims to provide a combined pile for civil engineering, which can solve the problem of difficult pile foundation transportation in the prior art, has convenient transportation and can also enhance the compression resistance.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the utility model provides a composite pile for civil engineering, includes pile foundation and brace table, is provided with a plurality of support columns between above-mentioned pile foundation and the above-mentioned brace table, and the locating hole has been seted up to above-mentioned pile foundation, and arbitrary above-mentioned locating hole has all been inserted and has been had corresponding above-mentioned support column, and arbitrary above-mentioned support column all includes location steel sheet, spandrel post and the connecting plate of connecting in order.
The design mode improves the internal structure, thereby improving the safety performance and being suitable for popularization and use.
Further, in the present utility model, a first cement fixing layer is provided between any one of the positioned steel plates and the pile foundation.
The setting of first cement fixed layer can make the connection between locating plate and the support column in the spandrel post more stable.
Further, in the present utility model, the concrete pouring device further comprises a plurality of positioning cylinders corresponding to the support columns, wherein the positioning cylinders are respectively sleeved in the positioning holes, and a second cement fixing layer is poured between the positioning cylinders and the support columns.
The setting of the positioning cylinder can increase the dimension of the original bearing column.
Further, in the present utility model, a plurality of tapered members are provided on the underside of the pile foundation.
The conical part can enable the positioning of the pile foundation to be more stable, and the conical part is a cone.
Further, in the present utility model, a plurality of the above-mentioned cone members are circularly arranged.
The circumference of a plurality of toper piece is laid can make the insertion installation of pile foundation more stable.
Further, in the present utility model, the central axes of the plurality of conical members intersect at the pile foundation center of gravity.
The design mode enables the conical piece to be obliquely inserted into the soil layer, and the subsequent ground grabbing effect is firmer.
Further, in the utility model, a reinforcement cage is arranged inside the support column.
The arrangement of the support column can enable the support capacity of the support column to be better.
The utility model has at least the following advantages or beneficial effects:
the material transportation before this combination pile foundation is combined is more convenient, and its inner structure's multilayer sets up, and the pressure of support column can be fine is shared in the setting of especially location steel sheet.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present utility model, the drawings that are needed in the embodiments will be briefly described below, it being understood that the following drawings only illustrate some embodiments of the present utility model and therefore should not be considered as limiting the scope, and other related drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a view showing the construction of a composite pile for civil engineering according to an embodiment of the present utility model;
FIG. 2 is a plan view showing a positioning steel plate in a composite pile for civil engineering according to an embodiment of the present utility model;
fig. 3 is a plan view of a cone in a composite pile for civil engineering according to an embodiment of the present utility model.
Icon: 1-pile foundation, 2-supporting table, 3-supporting column, 4-locating hole, 5-locating steel plate, 6-bearing column, 7-connecting plate, 8-a first cement fixing layer, 9-a positioning cylinder, 10-a second cement fixing layer, 11-a conical part and 12-a reinforcement cage.
Detailed Description
Examples
Referring to fig. 1-3, the present utility model aims to provide a composite pile for civil engineering, which can be transported in sections during transportation, and can enhance the compression resistance while being convenient to transport.
The utility model provides a composite pile for civil engineering, includes pile foundation 1 and brace table 2, is provided with a plurality of support columns 3 between above-mentioned pile foundation 1 and the above-mentioned brace table 2, and locating hole 4 has been seted up to above-mentioned pile foundation 1, and arbitrary above-mentioned locating hole 4 all inserts and is equipped with corresponding above-mentioned support column 3, and arbitrary above-mentioned support column 3 all includes location steel sheet 5, spandrel post 6 and connecting plate 7 that connect in order.
The principle of the utility model is as follows: the pile foundation 1 is a backfill layer of a rammed structure, the strength of the pile foundation 1 is ensured, and the bearing column 6 is internally provided with reinforcing steel bars; in addition, the inside of the supporting table 2 is transversely and uniformly provided with reinforcing steel bars, so that the bearing capacity of the supporting table 2 can be ensured; the positioning steel plate 5 is provided with a penetrating opening, and the steel bars penetrate through the positioning steel plate 5; during installation, the reinforcing bar of spandrel post 6 passes pile foundation 1 of corresponding locating hole 4 department, until location steel sheet 5 presses on pile foundation 1, preferential interference fit between reinforcing bar and the locating plate, it wears out the setting of location steel sheet 5 and makes spandrel post 6 and pile foundation 1's connection more stable, location steel sheet 5's setting makes the pressure can act on bigger surface, increase the partial pressure ability, connecting plate 7's material also preferably selects the steel sheet, the bearing effect is better, when being worth explaining, a plurality of support columns 3 equidistant layout, personnel can carry out the adjustment of support column 3 quantity and intensity according to different geographical environment (loose degree of soil texture and moisture content), personnel when carrying the raw materials, volume in the transportation process diminishes to some extent, it is more convenient simple, this design mode improves inner structure, thereby improve the security performance, be fit for using widely.
As a preferred embodiment, a first cement fixing layer 8 is provided between any one of the positioned steel plates 5 and the pile foundation 1.
In the above embodiment, the first cement fixing layer 8 is provided to make the connection between the positioning plate and the support column 3 in the bearing column 6 more stable, so that the dimensional error of the processed parts can be compensated.
As a preferred embodiment, the cement pouring device further comprises a plurality of positioning cylinders 9 corresponding to the support columns 3, wherein the positioning cylinders 9 are respectively sleeved in the positioning holes 4, and a second cement fixing layer 10 is poured between the positioning cylinders 9 and the support columns 3.
In the above embodiment, the setting of the positioning cylinder 9 can increase the dimension of the original bearing column 6, so that the personnel can expand the diameter of the bearing column 6 according to the actual situation.
As a preferred embodiment, a plurality of conical members 11 are provided on the underside of the pile foundation 1.
In the above embodiment, the conical member 11 can make the positioning of the pile foundation 1 more stable, and the conical member 11 is a cone member.
As a preferred embodiment, a plurality of the cone members 11 are circularly arranged.
In the above implementation, the circumferential arrangement of the plurality of conical elements 11 can make the insertion and installation of the pile foundation 1 more stable.
In a preferred embodiment, the central axes of the plurality of conical members 11 intersect at the center of gravity of the pile foundation 1.
In the above embodiment, this design allows the cone 11 to be inserted obliquely into the soil layer, with a more secure subsequent grip.
As a preferred embodiment, the support column 3 is internally provided with a reinforcement cage 12.
In the above embodiment, the reinforcement cage 12 is a common means for improving the supporting force, and the arrangement thereof can make the supporting ability of the supporting column 3 better.
In summary, the embodiment of the utility model provides a composite pile foundation 1 for civil engineering, which has at least the following advantages: the utility model can be manufactured in the earlier stage of segmentation, then assembled and cast by using concrete in a positioning way, so that the material is more convenient and faster in the transportation process, the personnel transportation time is reduced, the internal structure is changed, and the bearing capacity of the assembled pile is better.
The above is only a preferred embodiment of the present utility model, and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (7)
1. The utility model provides a composite pile for civil engineering, its characterized in that includes pile foundation and brace table, the pile foundation with be provided with a plurality of support columns between the brace table, the locating hole has been seted up to the pile foundation, arbitrary the locating hole all inserts and has been equipped with the correspondence the support column, arbitrary the support column all includes location steel sheet, spandrel post and the connecting plate of connecting in order.
2. A composite pile for civil engineering according to claim 1, wherein a first cement fixing layer is provided between any one of the positioned steel plates and the pile foundation.
3. The composite pile for civil engineering according to claim 2, further comprising a plurality of positioning cylinders corresponding to the support columns, wherein the positioning cylinders are respectively sleeved in the positioning holes, and a second cement fixing layer is poured between the positioning cylinders and the support columns.
4. A composite pile for civil engineering according to claim 1, wherein the underside of the pile foundation is provided with a plurality of conical elements.
5. A composite pile for civil engineering according to claim 4, wherein a plurality of said conical members are circularly arranged.
6. A composite pile for civil engineering according to claim 5, wherein the central axes of a plurality of said conical members intersect at the centre of gravity of said pile foundation.
7. A composite pile for civil engineering according to claim 1, wherein the support column is internally provided with a reinforcement cage.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321108566.7U CN219886786U (en) | 2023-05-09 | 2023-05-09 | Combined pile for civil engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321108566.7U CN219886786U (en) | 2023-05-09 | 2023-05-09 | Combined pile for civil engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219886786U true CN219886786U (en) | 2023-10-24 |
Family
ID=88400089
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321108566.7U Active CN219886786U (en) | 2023-05-09 | 2023-05-09 | Combined pile for civil engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219886786U (en) |
-
2023
- 2023-05-09 CN CN202321108566.7U patent/CN219886786U/en active Active
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