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Guide hole type static pile driver and construction method of guide hole type static pile driver

A static pile driver and pile-pressing technology, applied in sheet pile walls, foundation structure engineering, construction, etc., can solve problems such as high cost, easy fracture of prefabricated pipe piles, and influence on the construction quality of prefabricated pipe piles

Inactive Publication Date: 2022-03-22
SUNWARD INTELLIGENT EQUIP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] Aiming at the technical problems of high noise, easy breakage of prefabricated pipe piles, complex procedures, high cost, and easy hole collapse in the construction of prefabricated pipe piles in the prior art, which affect the construction quality of prefabricated pipe piles

Method used

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  • Guide hole type static pile driver and construction method of guide hole type static pile driver
  • Guide hole type static pile driver and construction method of guide hole type static pile driver
  • Guide hole type static pile driver and construction method of guide hole type static pile driver

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Embodiment Construction

[0045] In order to enable those skilled in the art to better understand the technical solution in the application, the technical solution in the embodiment of the application will be clearly and completely described below, obviously, the described embodiment is only a part of the embodiment of the application , but not all examples. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of this application.

[0046] It should be noted that when an element is referred to as being "fixed" or "disposed on" another element, it may be directly disposed on another element or indirectly disposed on another element; when an element is referred to as being "connected" It may be directly connected to another element or indirectly connected to another element.

[0047]It should be noted that the structures, proportions, sizes, etc. shown in the drawings of this...

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Abstract

The invention provides a guide hole type static pile driver. The guide hole type static pile driver comprises a static pile driver, a side pile and guide hole equipment, the hole guiding equipment comprises a hole guiding base and a hole guiding mechanism, the hole guiding base is installed on the static pile driver, the hole guiding mechanism is detachably installed on the hole guiding base, the hole guiding base is at least provided with a first installation position and a second installation position, and when the hole guiding mechanism is installed at the first installation position, the hole guiding mechanism corresponds to a pile pressing mechanism of the static pile driver. The hole guiding mechanism is arranged corresponding to the pile pressing mechanism of the side pile when being mounted at the second mounting position; the hole guiding mechanism comprises a hole guiding device and a spiral drill rod, the spiral drill rod is installed on the hole guiding device, the hole guiding device is used for driving the spiral drill rod to rotate, and the maximum diameter of the spiral drill rod is smaller than the diameter of the inner ring of the prefabricated pipe pile. Meanwhile, the invention further provides a construction method of the guide hole type static pile driver. Compared with the prior art, the guide hole type static pile driver and the construction method thereof can better guarantee the construction quality of the prefabricated pipe pile.

Description

technical field [0001] The invention relates to the technical field of construction machinery, in particular to a lead hole type static pile driver and a construction method of the lead hole type static pile driver. Background technique [0002] At present, for the construction of prefabricated pipe piles with a diameter of 600mm and above in complex strata such as thick sand layers, quicksand layers, and hard interlayers, the construction method of hydraulic hammer hammering or the construction method of drilling first and then static pressure is usually used. [0003] Among them, the hydraulic hammer is used for the construction method. Due to the poor penetration ability of the prefabricated pipe piles, there are problems such as high noise, easy cracking of the pile body, and pile breakage during construction. However, the construction method of rotary drilling first and then static pressure has the problems of complicated procedures, high cost, long construction period,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D7/20
CPCE02D7/20
Inventor 邓曦明左自炀袁大方史超
Owner SUNWARD INTELLIGENT EQUIP CO LTD
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