Construction method of building pile foundation

A construction method and technology of construction piles, which are applied in construction, foundation structure engineering, sheet pile walls, etc., can solve the problems of high construction difficulty, low construction difficulty, and long construction time, so as to reduce movable space and increase connection stability Sexuality and the effect of improving construction efficiency

Inactive Publication Date: 2019-09-06
筑邦建设集团股份有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The current installation and construction methods can be divided into prefabricated piles and cast-in-situ piles. Prefabricated piles drive prefabricated reinforced concrete piles into the site through a pile driver, which can save materials and have high strength. It is suitable for buildings with high requirements. The disadvantage is that the construction is difficult. The construction time is long due to the limitation of the number of machines; while the cast-in-situ piles are firstly drilled on the construction site, and when the required depth is reached, the steel bars are placed in the poured concrete to fix the shape. It is not limited by the number of machines, and all piles can be constructed at the same time, which greatly saves time, but the disadvantage is that the bearing capacity is low. Therefore, the main difficulty in the current construction method for cast-in-situ piles is how to improve their bearing capacity
[0004] Chinese invention patent, the patent number is CN106284317B, which is called a construction method for building pile foundations. This scheme introduces a construction method for cast-in-place piles. By prefabricating foundation holes at the bottom of the holes and then pouring, the structural strength of the pile foundations is improved. , to improve its bearing capacity, but in the process of implementing the scheme, it was found that it would take a long time, and it would take a lot of manpower and time to pour and form the foundation hole, because the foundation hole is located underground, the environment is harsh, the humidity is high and the soil is relatively soft. Therefore, the poured concrete is very difficult to dry and form, and it will take a long time to be fixed and formed, which will greatly delay the construction period, and the construction environment of the workers is too poor to ensure the quality of the formation of the foundation hole, so it is necessary to propose a plan to improve this plan

Method used

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  • Construction method of building pile foundation

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Embodiment 1

[0038] Embodiment one: a kind of building pile foundation construction method, such as figure 1 shown, including the following steps:

[0039] Prefabricated foundation hole support platform: design the foundation hole support platform 2 forming mold according to the shape and scale of the foundation hole, and then pour concrete into the mold to form the support platform 2. The support platform 2 has a circular platform-shaped opening and is dried and formed; it can be used The support platform 2 is designed into three equal parts and manufactured separately, and the three support platforms can be combined into a complete support platform 2, and a fixing hole can be reserved on each support platform, and the fixing holes are set at an inclined angle Towards the center line of the foundation hole upwards, the inclination angle is 5-10°, which is convenient for inserting the steel pipe 4 for fixing in the later stage. At the same time, there are one-third cylindrical gaps in the ...

Embodiment 2

[0047] Embodiment 2: A construction method for building pile foundations. The difference from Embodiment 1 is that steel pipes or steel bars are directly prefabricated in the support platform when making the support platform. Or the steel bar can be combined more firmly with the support platform.

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Abstract

The invention discloses a construction method of a building pile foundation, and relates to the field of buildings. The problems that the stability is not enough during manufacturing of the building pile foundation, and the construction period is long are solved. According to key points of the technical scheme, the construction method comprises the steps: (1) a foundation hole supporting platformdesign mold is prefabricated, a foundation hole supporting platform forming mold is designed according to the shape and scale of a foundation hole, and then a concrete forming supporting platform is poured in the mold to be aired to be formed; (2) preparation before drilling is conducted; (3) drilling is conducted; (4) the foundation hole is broadened; (5) a supporting hole is broadened; (6) a foundation hole supporting platform is buried, specifically, the prefabricated foundation hole supporting platform is hoisted into the foundation hole through a crane and stably placed; (7) a retaining cylinder is buried; and (8) a pile is formed. According to the construction method of the building pile foundation, the structural strength of the building pile foundation can be improved while the construction period is shortened, and the construction difficulty is small.

Description

technical field [0001] The present invention relates to a kind of building construction method, more specifically, it relates to a kind of building pile foundation construction method. Background technique [0002] The pile foundation is composed of the foundation pile and the cap connected to the top of the pile. If the pile body is completely buried in the soil and the bottom of the cap is in contact with the soil, it is called a low cap pile foundation. If the bottom of the platform is above the bottom surface, it is called a high cap pile foundation. The building pile foundation is usually a low cap pile foundation. In high-rise buildings, the pile foundation is widely used. [0003] The current installation and construction methods can be divided into prefabricated piles and cast-in-place piles. Prefabricated piles drive prefabricated reinforced concrete piles into the site through a pile driver, which can save materials and have high strength. It is suitable for buildi...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D27/12E02D5/38E02D15/06
CPCE02D5/38E02D15/06E02D27/12
Inventor 田仲义
Owner 筑邦建设集团股份有限公司
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