CN205476450U - A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure - Google Patents

A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure Download PDF

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Publication number
CN205476450U
CN205476450U CN201620165829.1U CN201620165829U CN205476450U CN 205476450 U CN205476450 U CN 205476450U CN 201620165829 U CN201620165829 U CN 201620165829U CN 205476450 U CN205476450 U CN 205476450U
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China
Prior art keywords
protective platform
platform
construction
super high
vertical structure
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Application number
CN201620165829.1U
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Chinese (zh)
Inventor
何陵波
徐远帅
刘望成
王文斌
邹勇
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First Construction Co Ltd of China Construction Third Engineering Division
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First Construction Co Ltd of China Construction Third Engineering Division
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Abstract

The utility model relates to a light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure, its characterized in that: it mainly includes protective platform and typical forms, the lower extreme of the protective platform left and right sides is all through pre -buried awl and high strength bolt and the super high rise elevator wall of a well fixed connection of climbing, four angle departments of protective platform lower extreme all are equipped with the lift cylinder, the cylinder body and the protective platform fixed connection of lift cylinder, the top that promotes oil cylinder piston rod is through pre -buried awl and high strength bolt and the super high rise elevator wall of a well fixed connection of climbing, four angle departments of protective platform upper end all are equipped with the shaped steel guide rail, being equipped with supporting guide pulley on the shaped steel guide rail, all being connected with a jack on every guide pulley, two jacks that lie in with one side hook a typical forms simultaneously. This die carrier has been solved elevartor shaft protection support body and wall form and has been taken the problem of tearing the difficulty open, easy and simple to handle, the security performance is high, with structure construction layer synchronous soaring, practice thrift a time limit for a project.

Description

Female light-duty automatic lifting mould bases for the construction of Super High elevator vertical structure
Technical field
This utility model relates to Super High elevator vertical structure construction field, is specifically related to a kind of female light-duty automatic lifting mould bases for the construction of Super High elevator vertical structure.
Background technology
Support body protection predominantly landing leg hand cradle or builder's jack conventional in high-rise building construction of lift well, wall form dissipates to prop up to dissipate to be torn open, and operating difficulties exists potential safety hazard, and material lease time is long, and cost is high.Therefore it is badly in need of a kind of safety, uses simple, replacement mould bases with low cost.
Utility model content
For above-mentioned technical problem, the purpose of this utility model is to provide a kind of female light-duty automatic lifting mould bases for the construction of Super High elevator vertical structure, this mould bases solves elevator protection support body and wall form takes the problem tearing difficulty open, easy and simple to handle, security performance high soaring, the saving duration Tong Bu with structure construction layer;Can repeatedly have enough to meet the need use simultaneously, save resource input.
For achieving the above object, technical solution adopted in the utility model is:
A kind of female light-duty automatic lifting mould bases for the construction of Super High elevator vertical structure, it is characterized in that: it mainly includes protective platform and typified form, be connected fixing with high-strength bolt and Super High hoistway wall is all bored by pre-buried climbing in the lower end of the described protective platform left and right sides;Being equipped with lift cylinder at four angles of described protective platform lower end, the cylinder body of described lift cylinder is fixing with protective platform to be connected, and be connected fixing with high-strength bolt and Super High hoistway wall is bored by pre-buried climbing in the top of lift piston bar;Being equipped with shaped steel guide rail at four angles of described protective platform upper end, described shaped steel guide rail is provided with supporting guide wheel, and each guide wheel connects a jack, and two jacks being positioned at the same side hook one piece of typified form simultaneously.
Described protective platform is cuboid steel frame construction, is mainly formed by connecting by studdle by platform floor and platform top;Described lift cylinder is arranged on platform floor, and described shaped steel guide rail is arranged in platform top.
The beneficial effects of the utility model are: this utility model solves elevator protection support body and wall form takes the problem tearing difficulty open, easy and simple to handle, security performance high soaring, the saving duration Tong Bu with structure construction layer;Can repeatedly have enough to meet the need use simultaneously, save resource input.Fixing with pre-buried cone of climbing by high-strength bolt, flexible by lift cylinder realizes certainly promoting of device, solves elevator protection support body and wall form takes the problem tearing difficulty open, reduce potential safety hazard.
Accompanying drawing explanation
Fig. 1 is elevational schematic view of the present utility model.
Fig. 2 is this utility model climb mode schematic diagram one.
Fig. 3 is this utility model climb mode schematic diagram two.
Fig. 4 is the schematic top plan view of Fig. 1.
Fig. 5 is the pre-buried full-page proof schematic diagram climbing cone.
In figure: 1-lift cylinder, 2-protective platform, 3-typified form, 4-are pre-buried climbs cone, 5-jack, 6-shaped steel guide rail, 7-platform floor, 8-platform top, 9-studdle, 10-Super High hoistway wall.
Detailed description of the invention
In order to be more fully understood that this utility model, below in conjunction with embodiment and accompanying drawing, the technical solution of the utility model is described further (as Figure 1-5).
A kind of female light-duty automatic lifting mould bases for the construction of Super High elevator vertical structure, it mainly includes protective platform 2 and typified form 3, and cone 4 is all climbed and high-strength bolt and Super High hoistway wall 10 is fixed and be connected by pre-buried in the lower end of described protective platform 2 left and right sides;It is equipped with lift cylinder 1 at four angles of described protective platform 2 lower end, the cylinder body of described lift cylinder 1 and protective platform 2 is fixing to be connected, and (pre-buried climb bore 4 be all to be embedded in advance in Super High hoistway wall 10) is fixed and be connected in the top of lift cylinder 1 piston rod by pre-buried cone 4 and the high-strength bolt of climbing with Super High hoistway wall 10;Being equipped with shaped steel guide rail 6 at four angles of described protective platform 2 upper end, described shaped steel guide rail 6 is provided with supporting guide wheel, and each guide wheel connects a jack 5, and two jacks 5 being positioned at the same side hook one piece of typified form 3 simultaneously.
Described protective platform 2 is cuboid steel frame construction, is mainly formed by connecting by studdle 9 by platform floor 7 and platform top 8;Described lift cylinder 1 is arranged on platform floor 7, and described shaped steel guide rail 6 is arranged in platform top 8.
Using method for the female light-duty automatic lifting mould bases of Super High elevator vertical structure construction:
(1) take typified form 3 apart, move inward jack 5 along shaped steel track 6 and make typified form 3 leave Super High hoistway wall 10;
(2) successively remove four lift cylinder 1 piston rod parts high-strength bolt, piston rod protrudes upward, then by piston rod part by high-strength bolt with in Super High hoistway wall 10 another pre-buried climb cone 4 fix be connected;
(3) unclamp the connection between protective platform 2 and Super High hoistway wall 10, shrink four lift cylinders 1 simultaneously and protective platform 2 entirety is risen to a new height, then be connected fixing with Super High hoistway wall 10 for protective platform 2;
(4) move jack 5 laterally, allow typified form 3 be close to Super High hoistway wall 10 and to fix, last casting concrete;
(5) according to above-mentioned (1) to (4) in layer poured whole Super High elevator vertical structure construction.
Only Application Example of the present utility model described above, the interest field that certainly can not limit this utility model with this, therefore change according to the equivalence that this utility model claim is made, still belong to protection domain of the present utility model.

Claims (2)

1. for the female light-duty automatic lifting mould bases of Super High elevator vertical structure construction, it is characterized in that: it mainly includes protective platform and typified form, be connected fixing with high-strength bolt and Super High hoistway wall is all bored by pre-buried climbing in the lower end of the described protective platform left and right sides;Being equipped with lift cylinder at four angles of described protective platform lower end, the cylinder body of described lift cylinder is fixing with protective platform to be connected, and be connected fixing with high-strength bolt and Super High hoistway wall is bored by pre-buried climbing in the top of lift piston bar;Being equipped with shaped steel guide rail at four angles of described protective platform upper end, described shaped steel guide rail is provided with supporting guide wheel, and each guide wheel connects a jack, and two jacks being positioned at the same side hook one piece of typified form simultaneously.
Female light-duty automatic lifting mould bases for the construction of Super High elevator vertical structure the most according to claim 1, it is characterised in that: described protective platform is cuboid steel frame construction, is mainly formed by connecting by studdle by platform floor and platform top;Described lift cylinder is arranged on platform floor, and described shaped steel guide rail is arranged in platform top.
CN201620165829.1U 2016-03-04 2016-03-04 A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure Active CN205476450U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620165829.1U CN205476450U (en) 2016-03-04 2016-03-04 A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620165829.1U CN205476450U (en) 2016-03-04 2016-03-04 A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure

Publications (1)

Publication Number Publication Date
CN205476450U true CN205476450U (en) 2016-08-17

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620165829.1U Active CN205476450U (en) 2016-03-04 2016-03-04 A light -duty automatic lifting die carrier of concave formula for surpassing construction of high rise elevator well vertical structure

Country Status (1)

Country Link
CN (1) CN205476450U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107035156A (en) * 2017-04-19 2017-08-11 上海建工建集团有限公司 Core Walls Structure horizontal structure self-crawling type protective platform

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107035156A (en) * 2017-04-19 2017-08-11 上海建工建集团有限公司 Core Walls Structure horizontal structure self-crawling type protective platform

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