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Single-pile-casing construction method for static pressure sinking pipe carrier cast-in-place pile

A construction method and cast-in-place pile technology, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems such as the inability to realize the construction of carrier piles into piles, the difficulty in meeting the anti-uplift requirements, and the impact on the progress of the project, so as to shorten the construction period, Easy operation and energy saving effect

Active Publication Date: 2016-08-24
朱龙
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0007] From the above, it can be concluded that the existing problems of the pile-forming construction carried out by the static pile driver are: (1) only composite bottom-expanding cast-in-place piles, prefabricated pipe piles and conventional static pressure sinking pipe piles can be constructed. , it is impossible to achieve effective pile construction for carrier piles, especially there is no successful construction of carrier piles with only one steel casing
(2) In the process of making composite bottom-expanding cast-in-place piles, the equipment has the problems of repeated feeding in batches, repeated pressing down in multiple batches, slow construction speed, and seriously affecting the progress of the project
(3) The reinforcement cage lowered by this method cannot enter the inside of the expansion head, and it is difficult to meet the pull-out requirements when used as an uplift pile

Method used

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  • Single-pile-casing construction method for static pressure sinking pipe carrier cast-in-place pile
  • Single-pile-casing construction method for static pressure sinking pipe carrier cast-in-place pile
  • Single-pile-casing construction method for static pressure sinking pipe carrier cast-in-place pile

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Embodiment Construction

[0043] Below in conjunction with accompanying drawing and specific implementation the present invention is described in further detail:

[0044] In the following description, some exemplary embodiments of the present invention are described by way of illustration only, and those skilled in the art will recognize that various Modifications or equivalents of the described embodiments may be made by way of example, and the drawings and description are therefore illustrative in nature and not intended to limit the scope of the claims.

[0045] The embodiment of the method of the present invention preferably adopts the hugging type static pile driver, and a significant advantage of using the hugging type static pile driver is that the length of the pile body made is not limited by the height of the frame. When making short and medium piles, it can also be used Figure 10 The top pressure type static pile driver of the example, the top pressure type static pile driver adopts the pi...

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Abstract

The invention discloses a single-pile-casing construction method for a static pressure sinking pipe carrier cast-in-place pile. A static pile driver and a single pile casing can be used for manufacturing the carrier pile; carrier concrete materials are put in at a time, the construction speed is obviously increased, and energy conservation and environment friendliness are achieved; and the pulling resistance of the carrier pile manufactured through the static pile driver and the single pile casing is obviously improved. The method includes the following steps that firstly, a field is cleaned, surveying and setting out are conducted, and the static pile driver is moved to a station; secondly, the steel pile casing provided with a conical valve pile tip is pressed to the designed elevation; thirdly, concrete with the amount needed by a carrier is put into the steel pile casing at a time; fourthly, the steel pile casing is pulled upwards to be exposed out of the ground, and the space formed by upward pulling of the steel pile casing is automatically filled with the put-in carrier concrete ; fifthly, the pile tip is closed, the steel pile casing is pressed downwards, the downward pressing force and the elevation reach preset values, and the carrier concrete is compacted to form an expanded carrier; sixthly, closing is automatically relieved, pile body concrete is poured, or a reinforcement cage is firstly placed, and then concrete is poured; and seventhly, the steel pile casing is pulled out of the ground while vibration is conducted, and the pile is formed.

Description

technical field [0001] The invention relates to the field of building foundation construction, in particular to a pile-forming construction method using a static pressure sinking tube carrier cast-in-place pile using a single steel casing. Background technique [0002] In the foundation engineering of various buildings and structures in our country, piles of various structures are often used by construction units for foundation treatment and reinforcement. At present, carrier piles are a brand-new construction technology, which has changed the traditional concept of foundation treatment. The soil layer with stable and good soil properties is used as the soil layer to be reinforced, and the soil at the pile end is taken as the research object. The bearing capacity of ordinary piles mainly comes from the side friction resistance of piles, while the bearing capacity of carrier piles mainly comes from the carrier. Therefore, Carrier piles are widely used due to their high bearin...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D5/38E02D5/66E02D7/20
CPCE02D5/38E02D5/665E02D7/20
Inventor 邰臣召朱龙崔啟刚夏有斌夏猛陈明军孙绵红胡崇良董华东乔云霞朱丹郭敏朱宋远
Owner 朱龙
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