CN107905253A - A kind of piping lane segment mounting process - Google Patents
A kind of piping lane segment mounting process Download PDFInfo
- Publication number
- CN107905253A CN107905253A CN201711103338.XA CN201711103338A CN107905253A CN 107905253 A CN107905253 A CN 107905253A CN 201711103338 A CN201711103338 A CN 201711103338A CN 107905253 A CN107905253 A CN 107905253A
- Authority
- CN
- China
- Prior art keywords
- piping lane
- lane segment
- gantry crane
- lifting
- mounting process
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Abstract
The invention discloses a kind of piping lane segment mounting process, utilize a set of piping lane segment lifting gantry crane, the piping lane segment that transport vehicle ships is hung down, it is then placed on the travelling bogie of lower section, piping lane segment is transported to below installation gantry crane by travelling bogie again, piping lane segment is sling with installation gantry crane, accurate adjustment contraposition is carried out and completes installation；The advantage of the invention is that：Construction method is simple, simplifies the process of piping lane segment, the flexibility of use environment is high, has a vast market prospect and good social benefit, economic benefit.
Description
Technical field
The present invention relates to a kind of piping lane installation method, specifically a kind of piping lane segment mounting process, belongs to piping lane and applies
Work method field.
Background technology
The open cut formula piping lane segment installation general data construction period is short, and piping lane segment weight is big, and lifting, mobile, contraposition is tired
Difficulty, the bad guarantee of assembling precision, if the installation quality between piping lane segment, which goes wrong, can cause piping lane internal leak, and is managed
Corridor is all to be embedded in below ground, and if there is quality problems, later maintenance difficulty is high, and is lost huge.
General open cut formula piping lane segment installation, with truck crane or crawler crane station on the outside of foundation pit on ground, by piping lane segment
Sling, then docked with mounted piping lane segment, but ground place is all narrow on the outside of general piping lane foundation pit, does not stand
The space of truck crane or crawler crane, and truck crane or crawler crane can not carry out the piping lane segment of lifting space multiple degrees of freedom essence
Adjust, can not ensure aligning accuracy.
The content of the invention
To solve the above-mentioned problems, the present invention devises a kind of piping lane segment mounting process, and construction method is simple, simplifies
The process of piping lane segment, the flexibility of use environment is high, has a vast market prospect and good social benefit, economic effect
Benefit.
The technical scheme is that：
A kind of piping lane segment mounting process, Specific construction technique are as follows
Step 1：Piping lane segment is transported to lifting gantry crane cantilever；
Step 2：Piping lane segment is sling with lifting gantry crane, and is rotated by 90 °, it is then again that piping lane segment is traversing, it is placed on
On the travelling bogie of the bottom of foundation ditch of excavation；
Step 3：Piping lane segment is transported below installation gantry crane with travelling bogie；
Step 4：Piping lane segment is sling with installation gantry crane, and carries out accurately adjustment and is carried out with mounted piping lane segment
Docking, completes the whole installation process of a section piping lane segment.
Preferably, in the step 1, auxiliary stabilizing leg is equipped with the outside of lifting gantry crane cantilever, lifting gantry crane is outstanding
Auxiliary stabilizing leg can support gantry crane cantilever when arm side is lifted by crane, and avoid tumbling.
Preferably, in the step 2, the hoisting overhead travelling crane for lifting gantry crane has rotating device, can sling piping lane segment
After be rotated by 90 °.
Preferably, in the step 3, travelling bogie walks in excavation pit bottom surface, travels to and fro between lifting gantry crane and installation
Between gantry crane.
Preferably, in the step 4, installation gantry crane can carry out the accurate adjustment of piping lane segment, its hoisting overhead travelling crane has
Space three-freedom revolute function, with reference to the raising of gantry crane itself, large vehicle walking and overhead traveling crane three spatial translation freedom of walking
Degree, can carry out space six degree of freedom to piping lane segment and accurately adjust.
Preferably, in the step, lifting gantry crane is in specific location, fixed, the lifting of responsible piping lane segment；Peace
Gantry crane is filled in the assembled propulsion section by section of piping lane section assembling position.
The present invention utilizes a set of piping lane segment lifting gantry crane, and the piping lane segment that transport vehicle ships is hung down, is then placed
Piping lane segment is transported to below installation gantry crane onto the travelling bogie of lower section, then by travelling bogie, will with installation gantry crane
Piping lane segment is sling, and is carried out accurate adjustment contraposition and is completed installation, substantially increases the installation effectiveness of piping lane segment, saved and be constructed into
This.
The advantage of the invention is that：Construction method is simple, simplifies the process of piping lane segment, the flexibility of use environment
Height, has a vast market prospect and good social benefit, economic benefit.
The invention will be further described with reference to the accompanying drawings and examples.
Brief description of the drawings
Fig. 1 is overall schematic of the present invention；
Fig. 2 is present invention lifting gantry crane schematic diagram；
Fig. 3 is present invention installation gantry crane schematic diagram.
In figure：1st, gantry crane is lifted, 1-1, auxiliary stabilizing leg, 1-2, lifting gantry crane hoisting overhead travelling crane, 2, piping lane segment,
3rd, road surface haulage vehicle, 4, travelling bogie, 5, installation gantry crane, 5-1, installation gantry crane hoisting overhead travelling crane, 6, piping lane section has been installed
Section, A, excavation pit.
Embodiment
The preferred embodiment of the present invention is illustrated below, it will be appreciated that preferred embodiment described herein is only used
In the description and interpretation present invention, it is not intended to limit the present invention.
Embodiment 1
As shown in Figs. 1-3, a kind of piping lane segment mounting process, Specific construction technique are as follows：
Step 1：Piping lane segment 2 is transported to lifting 1 cantilever of gantry crane with road surface haulage vehicle 3；
Step 2：Piping lane segment 2 is sling with lifting gantry crane 1, and is rotated by 90 °, it is then again that piping lane segment 2 is traversing, place
On the travelling bogie 4 for the foundation pit A bottoms excavated；
Step 3：5 lower section of installation gantry crane is transported into piping lane segment 2 with travelling bogie 4；
Step 4：With installation gantry crane 5 piping lane segment 2 is sling, and carry out accurately adjustment and with mounted piping lane segment 6 into
Row docking, completes the whole installation process of a section piping lane segment.
Lifted in above-mentioned steps and auxiliary stabilizing leg 1-1 is equipped with the outside of 1 cantilever of gantry crane, lifting gantry crane 1 is in cantilever side
Aid in stabilizing leg 1-1 to support gantry crane cantilever during lifting, avoid tumbling；The hoisting overhead travelling crane 1-2 of lifting gantry crane has
Rotating device, is rotated by 90 ° after can piping lane segment 2 be sling；
Travelling bogie 4 walks in excavation pit A bottom surfaces in above-mentioned steps, travel to and fro between lifting gantry crane 1 and installation gantry crane 5 it
Between；
Gantry crane 5 is installed in above-mentioned steps can carry out the accurate adjustment of piping lane segment 2, its hoisting overhead travelling crane 5-1 has space three certainly
, can be to pipe with reference to the raising of gantry crane itself, large vehicle walking and overhead traveling crane three spatial translation frees degree of walking by degree revolute function
Corridor segment 2 carries out space six degree of freedom and accurately adjusts.
In above-mentioned steps, lifting gantry crane 1 is in specific location, fixed, the lifting of responsible piping lane segment 2；Installation dragon
Gantry crane 5 is in the assembled propulsion section by section of the assembled position in piping lane segment 2.
Finally it should be noted that：The foregoing is only a preferred embodiment of the present invention, is not intended to limit the invention,
Although the present invention is described in detail with reference to the foregoing embodiments, for those skilled in the art, it still may be used
To modify to the technical solution described in foregoing embodiments, or equivalent substitution is carried out to which part technical characteristic.
Within the spirit and principles of the invention, any modification, equivalent replacement, improvement and so on, should be included in the present invention's
Within protection domain.
Claims (7)
1. a kind of piping lane segment mounting process, it is characterised in that as follows with processing step：
Step 1：Piping lane segment is transported to lifting gantry crane cantilever；
Step 2：Piping lane segment is sling with lifting gantry crane, and is rotated by 90 °, it is then again that piping lane segment is traversing, it is placed on
On the travelling bogie of the bottom of foundation ditch of excavation；
Step 3：Piping lane segment is transported below installation gantry crane with travelling bogie；
Step 4：Piping lane segment is sling with installation gantry crane, accurate adjust to mounted piping lane segment is carried out and carries out pair
Connect, complete the whole installation process of a section piping lane segment.
A kind of 2. piping lane segment mounting process according to claim 1, it is characterised in that：The cantilever of the lifting gantry crane
Outside is equipped with auxiliary stabilizing leg.
A kind of 3. piping lane segment mounting process according to claim 1, it is characterised in that：The lifting of the lifting gantry crane
Overhead traveling crane has rotating device, rotates 90 after piping lane segment is sling.
A kind of 4. piping lane segment mounting process according to claim 1, it is characterised in that：In the step 3, transport is small
Car walks in excavation pit bottom surface, travels to and fro between lifting gantry crane and installation gantry crane.
A kind of 5. piping lane segment mounting process according to claim 1, it is characterised in that：In the step 4, lifting day
Car is turned round with space three-freedom, and three spatial translations are walked certainly with reference to the raising of gantry crane itself, large vehicle walking and overhead traveling crane
By spending, space six degree of freedom is carried out to piping lane segment and is accurately adjusted.
A kind of 6. piping lane segment mounting process according to claim 1, it is characterised in that：In piping lane section assembling, institute
It is fixed to state lifting gantry crane, is responsible for the lifting of piping lane segment.
A kind of 7. piping lane segment mounting process according to claim 1, it is characterised in that：The installation gantry crane is in piping lane
Section assembling position is assembled section by section to be promoted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711103338.XA CN107905253A (en) | 2017-11-10 | 2017-11-10 | A kind of piping lane segment mounting process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711103338.XA CN107905253A (en) | 2017-11-10 | 2017-11-10 | A kind of piping lane segment mounting process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107905253A true CN107905253A (en) | 2018-04-13 |
Family
ID=61844597
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711103338.XA Pending CN107905253A (en) | 2017-11-10 | 2017-11-10 | A kind of piping lane segment mounting process |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107905253A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708397A (en) * | 2018-08-08 | 2018-10-26 | 中铁四局集团第四工程有限公司 | The paving frame method of underground pipe gallery standard knot |
| CN109183841A (en) * | 2018-10-24 | 2019-01-11 | 中铁工程机械研究设计院有限公司 | Prefabricated piping lane assembling and construction method based on U-shaped shield machine |
| CN109680713A (en) * | 2018-12-26 | 2019-04-26 | 中国建筑土木建设有限公司 | A kind of accurate adjustment frame corridor trolley |
| CN110282579A (en) * | 2019-07-05 | 2019-09-27 | 中国建筑第八工程局有限公司 | The Lift-on/Lift-off System and hanging method of prefabricated pipe trench in height-limited small space |
| CN113482049A (en) * | 2021-07-21 | 2021-10-08 | 中交二公局第六工程有限公司 | Construction method of pipeline branch port, pipeline branch port and pipe gallery system |
| CN113482047A (en) * | 2021-07-21 | 2021-10-08 | 中交二公局第六工程有限公司 | Pipe gallery installation method |
| CN114250777A (en) * | 2021-12-10 | 2022-03-29 | 中交二公局第六工程有限公司 | Double-span type feeding corridor system and double-span type feeding corridor method thereof |
| CN114892662A (en) * | 2022-04-01 | 2022-08-12 | 中交第二航务工程局有限公司 | Full-automatic hoisting method suitable for underground prefabricated structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205024717U (en) * | 2015-09-20 | 2016-02-10 | 海南大学 | Construction equipment of city utility tunnel immersed tube section |
| CN106284412A (en) * | 2016-09-29 | 2017-01-04 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN206052779U (en) * | 2016-09-29 | 2017-03-29 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery splicing structure |
| CN106638687A (en) * | 2016-11-16 | 2017-05-10 | 吉林省天祥建筑材料有限公司 | Foundation-aid accurate and quick assembly technique for prefabricated assembly of comprehensive pipe rack |
-
2017
- 2017-11-10 CN CN201711103338.XA patent/CN107905253A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205024717U (en) * | 2015-09-20 | 2016-02-10 | 海南大学 | Construction equipment of city utility tunnel immersed tube section |
| CN106284412A (en) * | 2016-09-29 | 2017-01-04 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN206052779U (en) * | 2016-09-29 | 2017-03-29 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery splicing structure |
| CN106638687A (en) * | 2016-11-16 | 2017-05-10 | 吉林省天祥建筑材料有限公司 | Foundation-aid accurate and quick assembly technique for prefabricated assembly of comprehensive pipe rack |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108708397A (en) * | 2018-08-08 | 2018-10-26 | 中铁四局集团第四工程有限公司 | The paving frame method of underground pipe gallery standard knot |
| CN108708397B (en) * | 2018-08-08 | 2020-09-25 | 中铁四局集团第四工程有限公司 | Frame laying method for standard sections of underground pipe gallery |
| CN109183841A (en) * | 2018-10-24 | 2019-01-11 | 中铁工程机械研究设计院有限公司 | Prefabricated piping lane assembling and construction method based on U-shaped shield machine |
| CN109680713A (en) * | 2018-12-26 | 2019-04-26 | 中国建筑土木建设有限公司 | A kind of accurate adjustment frame corridor trolley |
| CN109680713B (en) * | 2018-12-26 | 2023-12-26 | 中国建筑土木建设有限公司 | Fine adjustment frame gallery trolley |
| CN110282579A (en) * | 2019-07-05 | 2019-09-27 | 中国建筑第八工程局有限公司 | The Lift-on/Lift-off System and hanging method of prefabricated pipe trench in height-limited small space |
| CN113482049A (en) * | 2021-07-21 | 2021-10-08 | 中交二公局第六工程有限公司 | Construction method of pipeline branch port, pipeline branch port and pipe gallery system |
| CN113482047A (en) * | 2021-07-21 | 2021-10-08 | 中交二公局第六工程有限公司 | Pipe gallery installation method |
| CN114250777A (en) * | 2021-12-10 | 2022-03-29 | 中交二公局第六工程有限公司 | Double-span type feeding corridor system and double-span type feeding corridor method thereof |
| CN114892662A (en) * | 2022-04-01 | 2022-08-12 | 中交第二航务工程局有限公司 | Full-automatic hoisting method suitable for underground prefabricated structure |
| CN114892662B (en) * | 2022-04-01 | 2023-12-29 | 中交第二航务工程局有限公司 | Full-automatic hoisting method suitable for underground prefabricated structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107905253A (en) | A kind of piping lane segment mounting process | |
| CN205415601U (en) | Tunnel lining multiposition detects with geological radar antenna machinery pushing arm bracket | |
| US9746103B2 (en) | Pipe laying machine and pipe laying method | |
| CN205024717U (en) | Construction equipment of city utility tunnel immersed tube section | |
| CN102134043A (en) | Crawler hydraulic support assembling machine | |
| CN107867550A (en) | A kind of automatic turning coil car | |
| CN207684765U (en) | A kind of piping lane segment lifting gantry crane | |
| KR101659500B1 (en) | bridge constructing machine and the method of constructing bridge | |
| CN207434484U (en) | A kind of automatic turning coil car | |
| CN207793902U (en) | Bridge rotating BEI-DOU position system based on PLC | |
| CN203888767U (en) | Retractable type hydraulic support leg of hydraulic pump | |
| CN106192775A (en) | One has self-centering function Bridge Rotation Construction Technique Rotary ball hinge | |
| CN207684764U (en) | A kind of piping lane segment contraposition installation gantry crane | |
| CN206070391U (en) | One kind has makes cardiac function Bridge Rotation Construction Technique Rotary ball hinge by oneself | |
| CN108797642A (en) | Prefabricated method piping lane installation vehicle and its install piping lane | |
| CN110053936A (en) | A kind of pipeline transporter and applied pipeline transportation method | |
| CN204703908U (en) | A kind of shield machine station-crossing device | |
| CN103241691B (en) | Long-span working-at-height rapid construction special cage | |
| CN205171288U (en) | Magnetism floats section of track and moves gantry crane | |
| CN210359294U (en) | Numerical control lathe that barrier propterty is good | |
| CN108382540A (en) | Barge disembarkation, launching method | |
| CN204199157U (en) | The assembled all-in-one of road construction | |
| CN210238259U (en) | Pipeline transportation device in pipe bridge | |
| CN210119585U (en) | Tunnel geological detector | |
| CN107685751A (en) | A kind of oil exploitation tracer transport carriage |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180413 |
|
| RJ01 | Rejection of invention patent application after publication |