One-column and one-pile construction method adopting hydraulic verticality-adjusting frame reversing building method

A construction method and technology for adjusting the vertical frame, which are applied to sheet pile walls, infrastructure engineering, measuring devices, etc., can solve the problems of difficult operation, excessive consumption of manpower and material resources, etc. The effect of droop accuracy and speed advantage

Pending Publication Date: 2019-04-12
ZHONGTIAN CONSTR GROUP +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

The technical effect that this new design has overcomes previous methods for controlling sags or deformations caused by pressure changes during inflation processes can be improved efficiency while maintaining high precision levels. This makes it easier than existing systems due to its simplicity and ease of operation compared to other techniques like punched holes on foam materials used earlier designs.

Problems solved by technology

This invention relates to an improved way to make it easier or more efficient to change the heights on buildings without requiring excessive materials or human effort.

Method used

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  • One-column and one-pile construction method adopting hydraulic verticality-adjusting frame reversing building method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0029] see figure 1, in an embodiment of the present invention, a hydraulic modulation platform, including a body 1, a unidirectional adjustment rod handle 2, a support base 3 and an adjustment support top 5, the four corners of the lower surface of the body 1 are fixed and welded to support the base 3, and the support The setting of the base 3 can support the body 1. The top of the inner wall of the body 1 is fixedly welded to connect the cross bar 6, and the connecting cross bar 6 is fixedly welded to the inner wall of the body 1. An adjustable support top 5 is installed on the top, and the adjustable support top 5 is slidingly connected with the connecting cross bar 6. The right end of the connecting cross bar 6 is also fixedly installed with front and rear movable end fixed wings 8, and the front and rear movable end fixed wings 8 The setting can play the role of limiting the adjustment support top 5, and the upper surface of the body 1 is axially evenly arranged with a plura

Embodiment 2

[0032] A construction method based on the hydraulic modulation platform described in Embodiment 1 using the hydraulic vertical adjustment frame reverse method, one column, one pile construction method, the steps are as follows:

[0033] S1, the whole site is hardened, the site needs to be fully hardened before construction: 300 thick brick slag leveling, tamping, pouring 200 thick C30 concrete surface, internally equipped with HRB335 grade φ12 threaded steel single-layer two-way distance of 200mm;

[0034] S2, setting out wires and laying casings;

[0035] S201. Lead out the pile position line from each axis, the allowable deviation is 5mm, mark the center point of the pile position with a nail, and use red paint to draw a control circle with the center of the pile position as the center and the radius of the pile as the radius, and indicate the pile number. On the hard floor, use an ink line to pop up the cross lines along the axial direction and the vertical axis direction, cut

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Abstract

The invention discloses a one-column and one-pile construction method adopting a hydraulic verticality-adjusting frame reversing building method, and belongs to the technical field of building engineering. The problems that an existing construction method needs to consume excessive manpower and material resources and meanwhile is large in operation difficulty are solved. The one-column and one-pile construction method is technically characterized by comprising the following steps that full field hardening is conducted, and a field needs to be fully hardened before construction, specifically, 300-thickness brick slag is leveled and tamped, then a 200-thickness C30 concrete face layer is poured and internally provided HRB335-grade phi 12 deformed steel bars with the single-layer bidirectional spacing being 200 mm; and setting-out is conducted for embedding a pile casing, drilling and first-time hole flushing are conducted, and a reinforcement cage is machined and mounted. The one-columnand one-pile construction method adopts a simple hydraulic verticality-adjusting frame method verticality-adjusting system, the construction process is easy and rapid to operate, and the quality, safety and progress requirements in the construction process are guaranteed.

Description

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Claims

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Application Information

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Owner ZHONGTIAN CONSTR GROUP
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