A suspended anti-shake construction platform and its installation method

The technology of a construction platform and installation method, which is applied in the direction of building structure support, building structure support, building structure support scaffolding, etc., can solve the problems of flexibility, safety and economy, and achieve flexible adjustment in horizontal and vertical directions , Stable and reliable ground construction, does not affect the effect of ground construction

Active Publication Date: 2018-04-06
SHANGHAI INSTALLATION ENG GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] For the existing construction equipment used on the top of large-space buildings, there are generally problems that flexibility, safety and economy cannot be balanced

Method used

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  • A suspended anti-shake construction platform and its installation method
  • A suspended anti-shake construction platform and its installation method
  • A suspended anti-shake construction platform and its installation method

Examples

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Comparison scheme
Effect test

Embodiment 1

[0028] Example 1: Combining Figure 1 to Figure 3 Illustrate a kind of suspended type anti-shaking construction platform 10 of the present invention, it is suspended in the below of building structure beam 1, as figure 1 As shown, it includes a horizontal steel structure construction platform 11; a support frame 12 fixed on the bottom of the steel structure construction platform 11; several vertical wire rope groups 14, and two anti-corrosion Steel wire rope group 15; above-mentioned vertical steel wire rope group 14 comprises two pairs of steel wire ropes 14a respectively positioned at both sides of steel structure construction platform 11, and one end of vertical steel wire rope group 14 is affixed on the support frame 12, and the other end of vertical steel wire rope group 14 One end is connected on the building structure beam 1 by top piece 16; figure 1 and figure 2 As shown, the above-mentioned anti-sway steel wire rope group 15 includes two oblique and cross-set steel...

Embodiment 2

[0037] Embodiment 2: Combination Figure 1 to Figure 3 Illustrate the installation method utilizing the suspended type anti-shaking construction platform of the present invention, the specific steps are as follows:

[0038] 1. Set a number of top fasteners 16 on the building structure beam 1 through a climbing car (not shown in the figure), and fasten them with fixing bolts, connect the steel structure construction platform 11 and the supporting frame 12 and hoist them on the building structure Below the beam 1, the bottom end of the vertical steel wire rope group 14 is connected to the support frame 12, and the top of the vertical steel wire rope group 14 is connected to the building structure beam 1 through the top piece 16, and is clamped and fixed by the clamp 17;

[0039] 2. Set two anti-sway steel wire rope groups 15 at both ends of the steel structure construction platform 11 in the length extension direction, so that the bottom ends of the two anti-sway steel wire rope...

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Abstract

The invention provides a hanging type anti-shaking construction platform and a mounting method thereof and relates to the technical field of building construction equipment. The hanging type anti-shaking construction platform and the mounting method thereof are invented in order to solve the problem that flexibility, safety and economical efficiency of existing construction equipment cannot be taken into consideration completely. The hanging type anti-shaking construction platform comprises a steel structure construction platform body, a supporting frame, vertical steel wire rope sets and anti-shaking steel wire rope sets located on the two sides of the construction platform body. Each vertical steel wire rope set comprises two pairs of first steel wire ropes located on the two sides of the construction platform body, wherein one ends of the first steel wire ropes are connected with the supporting frame, and the other ends of the first steel wire ropes are connected with a building structural beam. Each anti-shaking steel wire rope set comprises two slant intersecting second steel wire ropes, wherein the bottom ends of the second steel wire ropes are connected with the construction platform body, and the top ends of the second steel wire ropes are connected with the building structural beam. The mounting method includes the steps that ejecting parts are arranged on the building structural beam in a sleeving mode and fastened, the construction platform body and the supporting frame are hoisted to the positions below the building structural beam, the bottom ends of the vertical steel wire rope sets are connected with the supporting frame, and the top ends of the vertical steel wire rope sets are connected to the building structural beam through the ejecting parts; and the anti-shaking steel wire rope sets are arranged at the two ends of the construction platform body, the bottom ends of the anti-shaking steel wire rope sets are connected with the construction platform body, and the top ends of the anti-shaking steel wire rope sets are connected with the building structural beam.

Description

technical field [0001] The invention relates to the technical field of building construction equipment, in particular to a suspended anti-shake construction platform and an installation method thereof. Background technique [0002] With the continuous improvement of domestic construction technology and national material and cultural needs, the domestic construction demand for large-space buildings such as exhibition halls, theaters, and conference halls is becoming stronger and stronger. Due to the large vertical drop and floor area of ​​the above-mentioned large-space buildings, the difficulty of installing various electromechanical pipelines, decorative panels, and lamps on the top of the large-space buildings also increases accordingly. [0003] At present, the construction work on the top of large-space buildings is usually carried out in climbing vehicles, ladders or scaffolding, but these devices generally have the disadvantage of small operating space. For example, w...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04G3/22E04G5/04
CPCE04G3/22E04G5/007E04G5/041
Inventor 汤毅陈晓文卢佳华张宁波
Owner SHANGHAI INSTALLATION ENG GRP
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