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Heavy-duty carrying equipment and construction method thereof

A heavy-duty, equipment-based technology that is applied in excavation, transportation and packaging, and infrastructure engineering. It can solve problems such as uncontrollable installation accuracy, time-consuming and labor-consuming installation, and earthwork construction period occupied by installation, so as to improve economy and environmental protection. , Improve the efficiency of excavation and shorten the construction period

Inactive Publication Date: 2020-10-30
CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The lifting equipment is equipped with a lifting platform. The earth truck transports the earthwork in the foundation pit to the ground through the lifting platform. Its installation is all spliced ​​and aligned on site and then welded into a whole. For deep excavation, the overall downward movement mainly depends on the lifting method to separate and move them down, and then assemble and weld them. The cumbersome installation takes up the earthwork construction period, which is very time-consuming and labor-intensive. At the same time, the on-site welding is not environmentally friendly, which indirectly affects the efficiency of earthwork excavation. ; At the same time, the equipment is a customized one-time product, which is only suitable for this project, without the function of reusable turnover, and the economy is poor

Method used

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  • Heavy-duty carrying equipment and construction method thereof
  • Heavy-duty carrying equipment and construction method thereof
  • Heavy-duty carrying equipment and construction method thereof

Examples

Experimental program
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Effect test

Embodiment 1

[0036] The present invention provides a kind of heavy-duty carrying equipment, such as Figure 1 to Figure 4 As shown, it includes skeleton attachment structure, integral down-moving device and heavy-duty earth-lifting facility.

[0037] The skeleton attachment structure is composed of the lower load-bearing pile frame structure 1.1 and the top support structure 1.2. The top support structure 1.2 is detachably connected to the lower load-bearing pile frame structure 1.1 in the circumferential direction, and will be disassembled and turned around after the project is over.

[0038] The overall down-moving device is arranged between the top support structure 1.2 and the heavy-duty soil lifting facility, and includes multiple groups of down-moving mechanisms 2 assembled on the top support structure 1.2. For the detailed structure of the overall down-moving device, see the patent application CN201911029544.X.

[0039] The heavy-duty soil lifting facility includes a peripheral ske...

Embodiment 2

[0057] The principle and structure of this embodiment are similar to Embodiment 1, the difference is that: Figure 6 and Figure 7 As shown, the downward movement mechanism 2 includes an upper support 2.1 (equivalent to the frame bracket), a downward movement cylinder 2.2 (also can be other lifting devices), a lower support 2.3 (equal to the load-bearing support) and a bearing shaft 2.5 . The upper and lower supports are provided with oblique oblong holes 2.4, and each of the oblique oblong holes 2.4 is provided with the load-bearing shaft 2.5. The position of the oblique oblong hole 2.4 is such that when the load-bearing shaft 2.5 is located in the lower half, it is matched with the load-bearing structure 3.1.1 of the bracket. 1 Disengage from the onboard. The load-bearing shaft 2.5 can be automatically located at the load-bearing point after being converted in the oblong hole 2.4 when moving down, and the upper and lower supports alternately switch the bearing capacity wh...

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Abstract

The invention provides heavy-duty carrying equipment and a construction method. A framework attachment structure comprises a lower force-bearing pile frame structure and a top support structure; the top support structure is detachably and circumferentially connected onto the lower force-bearing pile frame structure; an overall downward-moving device is arranged between the top support structure and a heavy-duty soil lifting device; the heavy-duty soil lifting device comprises a peripheral framework structure, a car system, a main body lifting system and an electric control system; the peripheral framework structure comprises a bottom supporting beam frame and standard knots detachably connected onto the bottom supporting beam frame; the standard knots are stacked and connected according tothe depth of a support project; support force-bearing structures on the outer sides of the standard knots are matched with downward-moving mechanisms; and through rising and falling of a lifting device and carrying of a bearing shaft and the support force-bearing structures, overall downward movement of the heavy-duty soil lifting device is realized. According to the heavy-duty carrying equipmentand the construction method, the equipment can be used repeatedly in different foundation pit projects in a circulating manner, so that the economic efficiency and the environment-friendliness of soil lifting equipment are greatly improved.

Description

technical field [0001] The invention belongs to the technical field of deep foundation pits, and in particular relates to heavy-duty carrying equipment and a construction method thereof. Background technique [0002] With the increasing speed of urban construction, high-rise and super high-rise buildings have become the main architectural forms of many central cities, and a large number of subway station buildings, high-rise and super high-rise structures have also appeared. As it gets deeper and deeper, considering the safety factor, the application of inner braces in deep foundation pits is becoming more and more common. When ensuring the safety of foundation pits, the excavation efficiency of deep foundation pits will be affected by the narrowness of the inner and surrounding environment. The problem of earthwork transportation in foundation pits It has seriously affected the progress of foundation pit construction. [0003] At present, earthwork transportation is mainly...

Claims

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Application Information

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IPC IPC(8): B66B11/02B66B5/02B66B7/04B66B11/04E02D17/04
CPCB66B5/02B66B7/046B66B11/0226B66B11/04B66B11/0423E02D17/04
Inventor 王辉杨玮陈凯王开强李迪李霞黄雷张维
Owner CHINA CONSTR THIRD ENG BUREAU GRP CO LTD
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