CN205296213U - Utility tunnel lining cutting platform truck - Google Patents

Utility tunnel lining cutting platform truck Download PDF

Info

Publication number
CN205296213U
CN205296213U CN201521008072.7U CN201521008072U CN205296213U CN 205296213 U CN205296213 U CN 205296213U CN 201521008072 U CN201521008072 U CN 201521008072U CN 205296213 U CN205296213 U CN 205296213U
Authority
CN
China
Prior art keywords
steel pipe
channel
platform truck
section steel
steel
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 - Fee Related
Application number
CN201521008072.7U
Other languages
Chinese (zh)
Inventor
贾树林
王硕
田从学
胡浩方
黄春明
薛江
刘任
卢晓伟
崔哲洪
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.)
FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
CCCC Fourth Highway Engineering Co Ltd
Original Assignee
FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
CCCC Fourth Highway 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 FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd, CCCC Fourth Highway Engineering Co Ltd filed Critical FOURTH ENGINEERING Co Ltd OF CCCC FOURTH HIGHWAY ENGINEERING Co Ltd
Priority to CN201521008072.7U priority Critical patent/CN205296213U/en
Application granted granted Critical
Publication of CN205296213U publication Critical patent/CN205296213U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Lining And Supports For Tunnels (AREA)

Abstract

The utility model discloses an utility tunnel lining cutting platform truck, this platform truck adopts channel -section steel and the square skeleton of steel pipe constitution multilayer, adopt the fastener to link between the steel pipe, adopt welded connection between steel pipe and the channel -section steel, the channel -section steel and the steel pipe of platform truck bottom, adopt welded connection between the connecting plate, and it holds in the palm the device to be provided with the top of adjusting the template height in the middle of the channel -section steel, the channel -section steel lower extreme of platform truck bottom has directional pulley through the connecting plate welding, and it has the gusset plate still to weld between directional pulley and the channel -section steel, every 80cm sets up a top of adjusting the template width and holds in the palm the device on the vertical steel pipe, push up the top of holding in the palm the device and hold in the palm the one end of welding at the steel pipe, install the lead screw of taking adjusting nut between top support and the steel pipe. The utility model discloses the platform truck holds in the palm height and width and the removal of controlling the platform truck through lead screw and top, turns into kinetic energy with the electric energy through the hoist engine, spurs whole lining cutting platform truck and advances, and in -process platform truck location, platform truck are fixed, the equal convenient easy line of platform truck walking, artifical quantity greatly reduced.

Description

A kind of underground pipe gallery lining trolley
Technical field
This utility model relates to building field, specifically a kind of underground pipe gallery lining trolley.
Background technology
Owing to piping lane is emerging engineering, before this certain understanding is lacked for this field, traditional wooden model, punching block account for 1/3rd of corridor body construction time for disassembly and assembly time in piping lane work progress, additionally due to work to tight deadlines, the factor such as weather, formwork assembling and disassembling frequently results in total quality and is not easily controlled, and is subject to tunnel trolley and inspires, and utility model people is through improving, work out a kind of easily assembled lining trolley, to solve prior art Problems existing.
Utility model content
The purpose of this utility model is in that to provide a kind of underground pipe gallery lining trolley, with the problem solving to propose in above-mentioned background technology.
For achieving the above object, this utility model provides following technical scheme:
A kind of underground pipe gallery lining trolley, this chassis adopts channel-section steel and steel pipe composition multilamellar quadrate framework, fastener link is adopted between steel pipe, adopt between steel pipe and channel-section steel and be welded to connect, adopt between the channel-section steel of pallet bottom and steel pipe, connecting plate and be welded to connect, and in the middle of channel-section steel, it is provided with the jacking device of adjusting template height, the channel-section steel lower end of pallet bottom is welded with directed pulley by connecting plate, and also it is welded with reinforcing plate between orientation pulley and channel-section steel, vertical steel pipe arranges the jacking device of an adjusting template width every 80cm; Described jacking device includes jacking, screw mandrel and adjusting nut, and described jacking is welded on one end of steel pipe, and the two ends of described screw mandrel are separately mounted in jacking and steel pipe, and described adjusting nut is arranged on screw mandrel; The skeleton of this chassis is additionally provided with the steel pipe in "eight" shape, and adopts fastener between steel pipe and horizontal, the vertical steel pipe in "eight" shape or be welded to connect.
As further program of the utility model: described steel pipe adopts the Q235B welded still pipe of �� 48 �� 3.5.
As this utility model further scheme: the fore-and-aft distance between described steel pipe and horizontal steel pipe in "eight" shape is 600mm.
Compared with prior art, the beneficial effects of the utility model are: this utility model chassis controls the height of chassis and width and movement by screw mandrel and jacking, kinetic energy is converted electrical energy into by hoist engine, whole lining trolley is pulled to advance, average speed can reach 5m/min, in process, chassis positions, chassis is fixed, chassis walking is all convenient and easy, and artificial quantity is substantially reduced.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of underground pipe gallery lining trolley.
Fig. 2 is the enlarged diagram at A place in Fig. 1.
Fig. 3 is the structural representation of underground pipe gallery lining trolley middle pulley.
Fig. 4 is the structural representation of jacking device in underground pipe gallery lining trolley.
In figure: 1-vertical steel pipe; 2-transverse direction steel pipe; 3-jacking device; 4-is the steel pipe of "eight" shape; 5-pulley; 6-jacking; 7-channel-section steel; 8-connecting plate; 9-reinforces plate; 10-leading screw; 11-adjusting nut.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole embodiments. Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
Refer to Fig. 1��4, in this utility model embodiment, a kind of underground pipe gallery lining trolley, this chassis adopts channel-section steel 7 and steel pipe composition multilamellar quadrate framework, steel pipe adopts the Q235B welded still pipe of �� 48 �� 3.5, fastener link is adopted between steel pipe, adopt between steel pipe and channel-section steel 7 and be welded to connect, the channel-section steel 7 of pallet bottom and steel pipe, adopt between connecting plate 8 and be welded to connect, and in the middle of channel-section steel 7, it is provided with the jacking device 3 of adjusting template height, channel-section steel 7 lower end of pallet bottom is welded with directed pulley 5 by connecting plate 8, and between orientation pulley 5 and channel-section steel 7, also it is welded with reinforcing plate 9, vertical steel pipe 1 arranges the jacking device 3 of an adjusting template width every 80cm, jacking device 3 includes jacking 6, screw mandrel 10 and adjusting nut 11, and jacking 6 is welded on one end of steel pipe, and the two ends of screw mandrel 10 are separately mounted in jacking 6 and steel pipe, and adjusting nut 11 is arranged on screw mandrel 10, being additionally provided with the steel pipe 4 in "eight" shape on the skeleton of this chassis, and adopt fastener between steel pipe 4 and horizontal, the vertical steel pipe in "eight" shape or be welded to connect, the fore-and-aft distance between steel pipe 4 and horizontal steel pipe 2 in "eight" shape is 600mm.
After chassis location, by regulating the adjusting nut in jacking device, thus regulating the length of jacking device, control station height and width; It is then fitted on outer wall mould, is connected with interior mould trolley by split bolt. Concreting is complete, treats after in intensity, first removes outer wall mould, and interior mould trolley is shortened by jacking length and completes the demoulding, after the demoulding to be done, enters with hoist engine traction table Herba Plantaginis, reaches next casting position and positions.
The concrete size of this utility model chassis can according to the appropriately sized adjustment of practical structures. During personnel's installation form, only need a small amount of personnel control jacking, walking process notes control direction, it is to avoid the collision to structure.
This utility model chassis, can in order to avoid dismounting template on a large scale, only need to reach formwork assembling and disassembling purpose by adjustment screw mandrel, jacking, reach to save the purpose of duration thereby through minimizing formwork assembling and disassembling, chassis height is all 3.6m, and in order to adapt to different bout length, often joint chassis length controls at 6m, being connected by several chassis and can reach different length requirement, do so also helps broken line piping lane chassis and turns.Chassis walking is by pulley by hoist engine traction walking, and relative orbit system and hydraulic system save a large number of spending.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and when without departing substantially from spirit of the present utility model or basic feature, it is possible to realize this utility model in other specific forms. Therefore, no matter from which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims rather than described above, it is intended that all changes in the implication of the equivalency dropping on claim and scope included in this utility model. Any accompanying drawing labelling in claim should be considered as the claim that restriction is involved.

Claims (3)

1. a underground pipe gallery lining trolley, it is characterized in that, this chassis adopts channel-section steel and steel pipe composition multilamellar quadrate framework, fastener link is adopted between steel pipe, adopt between steel pipe and channel-section steel and be welded to connect, adopt between the channel-section steel of pallet bottom and steel pipe, connecting plate and be welded to connect, and in the middle of channel-section steel, it is provided with the jacking device of adjusting template height, the channel-section steel lower end of pallet bottom is welded with directed pulley by connecting plate, and also it is welded with reinforcing plate between orientation pulley and channel-section steel, vertical steel pipe arranges the jacking device of an adjusting template width every 80cm; Described jacking device includes jacking, screw mandrel and adjusting nut, and described jacking is welded on one end of steel pipe, and the two ends of described screw mandrel are separately mounted in jacking and steel pipe, and described adjusting nut is arranged on screw mandrel; The skeleton of this chassis is additionally provided with the steel pipe in "eight" shape, and adopts fastener between steel pipe and horizontal, the vertical steel pipe in "eight" shape or be welded to connect.
2. underground pipe gallery lining trolley according to claim 1, it is characterised in that described steel pipe adopts the Q235B welded still pipe of �� 48 �� 3.5.
3. underground pipe gallery lining trolley according to claim 1, it is characterised in that the fore-and-aft distance between described steel pipe and horizontal steel pipe in "eight" shape is 600mm.
CN201521008072.7U 2015-12-08 2015-12-08 Utility tunnel lining cutting platform truck Expired - Fee Related CN205296213U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521008072.7U CN205296213U (en) 2015-12-08 2015-12-08 Utility tunnel lining cutting platform truck

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521008072.7U CN205296213U (en) 2015-12-08 2015-12-08 Utility tunnel lining cutting platform truck

Publications (1)

Publication Number Publication Date
CN205296213U true CN205296213U (en) 2016-06-08

Family

ID=56437026

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521008072.7U Expired - Fee Related CN205296213U (en) 2015-12-08 2015-12-08 Utility tunnel lining cutting platform truck

Country Status (1)

Country Link
CN (1) CN205296213U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401594A (en) * 2015-12-08 2016-03-16 中交四公局第一工程有限公司 Underground comprehensive pipe gallery lining trolley
CN106013234A (en) * 2016-07-14 2016-10-12 中国建筑第八工程局有限公司 Construction method for underground comprehensive pipe rack

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105401594A (en) * 2015-12-08 2016-03-16 中交四公局第一工程有限公司 Underground comprehensive pipe gallery lining trolley
CN106013234A (en) * 2016-07-14 2016-10-12 中国建筑第八工程局有限公司 Construction method for underground comprehensive pipe rack

Similar Documents

Publication Publication Date Title
CN107263697B (en) Bidirectional expandable prefabricated part intelligent production line and control method
CN203022024U (en) Integrally-movable formwork for pipe gallery cast-in-situ construction
CN105603843A (en) Assembled reinforced concrete prefabricated pavement slab and construction method thereof
CN201417657Y (en) Installation device of indoor transformer
CN102080384B (en) Construction method for mounting lifter on top plate of underground parking garage
CN204899948U (en) Cable groove formworking jumbo
CN103485574B (en) A kind of granulation tower tower top structure of reinforced concrete method
CN102022123A (en) Integral lining method for tunnel with altered diameter by model board trolley
CN103993745B (en) A kind of conversion beam integral hoisting device for rapid and hanging method thereof
CN104695979A (en) Method for integrally and transversely moving high and large formwork through high and large trolley
CN205296213U (en) Utility tunnel lining cutting platform truck
CN207538841U (en) A kind of hydraulic tunnel inverted arch cambered surface slip form construction device
CN203755678U (en) Upper suspension hoisting type hoisting device for reinforced concrete floor construction
CN203795311U (en) Multi-leg high pier and slip form construction device
CN101818563B (en) Jack-up integral lifting mobile platform and using method
CN205955185U (en) Mould is hung in subway station tread wind channel special use
CN202865996U (en) Room modular structure for nuclear power plant
CN105625732B (en) Superelevation overhanging steel structure truss support free construction method
CN102225580B (en) Method for longitudinally moving box girder internal mold
CN207775925U (en) A kind of piping lane pours mold
CN204386608U (en) A kind of tunnel invert construction tool
CN204173804U (en) A kind of inside-climbing tower crane of structural beams bearing-type is installed and climbing structure
CN206319628U (en) One kind building assembled wallboard fitting machine
CN106284989A (en) The sliding form bracing system of double track and complete construction method
CN203795459U (en) Foundation structure of tower crane for high-altitude roofs

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160608