CN203130100U - Tunnel eave wall construction trolley - Google Patents

Tunnel eave wall construction trolley Download PDF

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Publication number
CN203130100U
CN203130100U CN 201320071032 CN201320071032U CN203130100U CN 203130100 U CN203130100 U CN 203130100U CN 201320071032 CN201320071032 CN 201320071032 CN 201320071032 U CN201320071032 U CN 201320071032U CN 203130100 U CN203130100 U CN 203130100U
Authority
CN
China
Prior art keywords
operating platform
column
tunnel
stand column
eaves wall
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
CN 201320071032
Other languages
Chinese (zh)
Inventor
杨明波
刘继峰
荣祥峰
白代柱
李怀甫
陈文贞
徐腾
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG TIEYING CONSTRUCTION ENGINEERING Co Ltd
Original Assignee
SHANDONG TIEYING CONSTRUCTION ENGINEERING Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SHANDONG TIEYING CONSTRUCTION ENGINEERING Co Ltd filed Critical SHANDONG TIEYING CONSTRUCTION ENGINEERING Co Ltd
Priority to CN 201320071032 priority Critical patent/CN203130100U/en
Application granted granted Critical
Publication of CN203130100U publication Critical patent/CN203130100U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model relates to construction technology concrete pouring devices, in particular to a tunnel eave wall construction trolley. The trolley comprises a stand column, a running gear, an operating platform, hydraulic lifting devices, supporting leg devices and an eave wall formwork. The stand column is of a rectangular framework, the hydraulic lifting devices and the supporting leg devices are arranged on the lower portion of the stand column, the hydraulic lifting devices are symmetrically arranged on two sides of the lower portion of the stand column, and the supporting leg devices are evenly distributed on the lower portion of the stand column. The operating platform is arranged above the stand column, the eave wall formwork is arranged on one side of the operating platform and connected with a lifting jack in a hinged mode, and the other end of the lifting jack is connected with the operating platform in a hinged mode. The tunnel eave wall construction trolley has the advantages of being simple in structure, time-saving and labor-saving in construction operation and high in work efficiency, and eave walls can be located conveniently.

Description

Tunnel eaves wall construction chassis
Technical field
The utility model relates to a kind of building operations concrete placing installation, specifically a kind of tunnel eaves wall construction chassis.
Background technology
At present when the concreting of tunnel eaves wall, scaffolding platform is set up in employing mostly, the simple and easy template of installation is fixed again by manually building, because template is simple and easy, need artificial dismounting, operator's work high above the ground, danger is bigger, and scaffolding platform need repeat to install, adjustment, is subjected to the restriction of construction condition, the Template Location difficulty, so that hand labor intensity is big, construction is slow, inefficiency, and the concrete appearance Forming Quality is poor, and uses the large tunnel chassis, complex structure, volume is big, and the cost height is limited by construction environment easily.
Summary of the invention
The utility model provides a kind of simple in structure in order to overcome above-mentioned defective, and eaves wall location is convenient, and constructing operation is time saving and energy saving, the tunnel eaves wall construction chassis of high efficiency.
The technical solution adopted in the utility model is: a kind of tunnel eaves wall construction chassis, comprise column and running gear, running gear is installed in the column bottom, it is characterized in that: also comprise operating platform, hydraulic lift, support leg device and eaves wall form, described column is the cuboid framework, and (column is provided with reinforcing rib) hydraulic lift and support leg device are arranged on the bottom of column, hydraulic lift is symmetrically distributed in both sides, column bottom, and support leg device is uniformly distributed in the column bottom; Operating platform is arranged on the column top, one side of operating platform arranges the eaves wall form, the eaves wall form comprises transverse slat and riser, transverse slat is detachable the connection with operating platform, riser bottom and transverse slat are for being articulated and connected, riser top and jack are articulated and connected, and the other end and the operating platform of jack are articulated and connected.
In the utility model, on operating platform, also be provided with protective guard.
The utility model arranges hydraulic lift and support leg device in the column bottom, can utilize hydraulic lift that column is promoted high required height, eaves wall location is convenient, reinforces support by supporting leg then, column top setting operation platform, the template that satisfies the construction of eaves wall is installed on the operating platform, template is that radial type connects, and is convenient to construction and dismounting, this construction machine degree height, reduce labour intensity, increase work efficiency; At operating platform protective guard is set and improves device '.
Description of drawings
Fig. 1 is schematic diagram of the present utility model.
The specific embodiment
Now by reference to the accompanying drawings the utility model is further described, the technical solution adopted in the utility model is: a kind of tunnel eaves wall construction chassis, comprise column 1 and running gear, running gear is installed in column 1 bottom, also comprise operating platform 2, hydraulic lift 3, support leg device 4 and eaves wall form 5, described column 1 is the cuboid framework, column 1 is provided with reinforcing rib, hydraulic lift 3 and support leg device 4 are arranged on the bottom of column 1, hydraulic lift 3 is symmetrically distributed in both sides, column 1 bottom, and support leg device 4 is uniformly distributed in column 1 bottom; Operating platform 2 is arranged on column 1 top, one side of operating platform 2 arranges eaves wall form 5, eaves wall form 5 comprises transverse slat and riser, transverse slat is detachable the connection with operating platform 2, riser bottom and transverse slat are for being articulated and connected, riser top and jack 6 are articulated and connected, and the other end of jack 6 and operating platform 2 are articulated and connected.In the present embodiment, on operating platform 2, also be provided with protective guard, can improve device ' like this, reduced the high-altitude construction risk.
When the utility model uses, can equipment be driven to by running gear and treat construction location, utilize hydraulic lift 3 to adjust the height of column 1, to satisfy the requirement of building of eaves wall, eaves wall location is convenient, utilize support leg device 4 to add fixed bit then, operating personnel just can implement building of eaves wall and operated on operating platform 2 like this; Because eaves wall form 5 is for being articulated and connected, handled easily and dismounting, the one side also is provided with jack 6, the mechanization degree height, minimizing labour intensity has improved operating efficiency.
The utlity model has simple in structurely, eaves wall location is convenient, and constructing operation is time saving and energy saving, the characteristics of high efficiency.

Claims (2)

1. tunnel eaves wall construction chassis, comprise column and running gear, running gear is installed in the column bottom, it is characterized in that: also comprise operating platform, hydraulic lift, support leg device and eaves wall form, described column is the cuboid framework, hydraulic lift and support leg device are arranged on the bottom of column, and hydraulic lift is symmetrically distributed in both sides, column bottom, and support leg device is uniformly distributed in the column bottom; Operating platform is arranged on the column top, one side of operating platform arranges the eaves wall form, the eaves wall form comprises transverse slat and riser, transverse slat is detachable the connection with operating platform, riser bottom and transverse slat are for being articulated and connected, riser top and jack are articulated and connected, and the other end and the operating platform of jack are articulated and connected.
2. tunnel according to claim 1 eaves wall construction chassis, it is characterized in that: operating platform is provided with protective guard.
CN 201320071032 2013-02-07 2013-02-07 Tunnel eave wall construction trolley Expired - Lifetime CN203130100U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320071032 CN203130100U (en) 2013-02-07 2013-02-07 Tunnel eave wall construction trolley

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320071032 CN203130100U (en) 2013-02-07 2013-02-07 Tunnel eave wall construction trolley

Publications (1)

Publication Number Publication Date
CN203130100U true CN203130100U (en) 2013-08-14

Family

ID=48938091

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320071032 Expired - Lifetime CN203130100U (en) 2013-02-07 2013-02-07 Tunnel eave wall construction trolley

Country Status (1)

Country Link
CN (1) CN203130100U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106437770A (en) * 2016-11-09 2017-02-22 湖南五新模板有限公司 Hydraulic formwork trolley for rail top air duct post-pouring construction
CN111577322A (en) * 2020-07-02 2020-08-25 中铁工程装备集团有限公司 Synchronous lining joist device and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106437770A (en) * 2016-11-09 2017-02-22 湖南五新模板有限公司 Hydraulic formwork trolley for rail top air duct post-pouring construction
CN106437770B (en) * 2016-11-09 2018-11-09 湖南五新模板有限公司 A kind of hydraulic template trolley for pouring construction after rail against the wind road
CN111577322A (en) * 2020-07-02 2020-08-25 中铁工程装备集团有限公司 Synchronous lining joist device and construction method thereof
CN111577322B (en) * 2020-07-02 2022-01-21 中铁工程装备集团有限公司 Synchronous lining joist device and construction method thereof

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Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Tunnel eave wall construction trolley

Effective date of registration: 20170406

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: 2017370000038

PE01 Entry into force of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20180323

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: 2017370000038

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Tunnel eave wall construction trolley

Effective date of registration: 20180416

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: 2018370000074

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20181226

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: 2018370000074

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Tunnel eave wall construction trolley

Effective date of registration: 20190111

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: 2019370000007

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20200611

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: 2019370000007

PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of utility model: Tunnel eave wall construction trolley

Effective date of registration: 20200623

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: Y2020980003372

PC01 Cancellation of the registration of the contract for pledge of patent right
PC01 Cancellation of the registration of the contract for pledge of patent right

Date of cancellation: 20220217

Granted publication date: 20130814

Pledgee: Tai'an financing Company limited by guarantee

Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd.

Registration number: Y2020980003372

CX01 Expiry of patent term
CX01 Expiry of patent term

Granted publication date: 20130814