CN109763839A - A kind of tunneling boring self-propelled hydraulic trolley formwork construction method - Google Patents
A kind of tunneling boring self-propelled hydraulic trolley formwork construction method Download PDFInfo
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- CN109763839A CN109763839A CN201811613401.9A CN201811613401A CN109763839A CN 109763839 A CN109763839 A CN 109763839A CN 201811613401 A CN201811613401 A CN 201811613401A CN 109763839 A CN109763839 A CN 109763839A
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- trolley formwork
- trolley
- type main
- main couple
- formwork
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Abstract
The invention discloses a kind of tunneling boring self-propelled hydraulic trolley formwork construction methods, symmetrical stress is formed using groined type main couple, structure stress is clear, the model overall stability of this method is high, non-explosive mould, cost of labor can be saved, efficiency is higher, and can guarantee that structures appearance and line style are graceful；And relative to traditional raft support method, reinforcement material is saved, it is easy to operate.The invention is used for the realm of building construction.
Description
Technical field
The present invention relates to building fields, more particularly to a kind of tunneling boring self-propelled hydraulic trolley formwork construction method.
Background technique
The Building technology and construction method of the underground engineerings such as existing tunnel, piping lane are in the exploratory stage, how will
The construction of these underground engineering high quality is completed, and is the important problem of work progress.The process of underground engineering construction method at present
It is more, a large amount of artificial, material is needed, time-consuming and laborious, globality is poor.
Summary of the invention
The purpose of the present invention is to provide a kind of saving cost of labor, high-efficient tunneling boring self-propelled hydraulic trolley formwork
Construction method.
The technical solution used in the present invention is:
A kind of tunneling boring self-propelled hydraulic trolley formwork construction method, comprising the following steps:
1) sideline is installed using stadia surveying construction of structures, is laid with the walking rails of trolley formwork；
2) assembling reinforcement, using ground assembling hoist trolley formwork；
3) after the completion of trolley formwork is assembled, the groined type main couple put up is moved to below trolley formwork, in trolley
Template inner wall makes groined type main couple and trolley formwork form an entirety by jack；
4) console is set at the both ends of groined type main couple, connects the side form of trolley formwork, the backform of trolley formwork, thousand
Oil circuit between jin top and console；
5) trolley that can be mobile in walking rails is installed at the both ends of groined type main couple；
6) oil cylinder is controlled by console to stretch, adjust side form position and backform absolute altitude reaches design size requirement；
7) casting concrete reaches strength of mould stripping requirement to concrete, shrinks jack, removes trolley formwork and conserves mixed
Solidifying soil, and trolley formwork is moved to down to by walking rails to pour section in place.
It is further used as the improvement of technical solution of the present invention, and groined type main couple is process using heavy wall round steel pipe.
It is further used as the improvement of technical solution of the present invention, and the bottom support rod of side form can be in conjunction with laser orientation.
Beneficial effects of the present invention: this tunneling boring self-propelled hydraulic trolley formwork construction method uses groined type main couple
Symmetrical stress is formed, structure stress is clear, and the model overall stability of this method is high, and non-explosive mould can save cost of labor,
Efficiency is higher, and can guarantee that structures appearance and line style are graceful；And relative to traditional raft support method, saves and reinforce
Material, it is easy to operate.
Detailed description of the invention
The present invention will be further explained below with reference to the attached drawings:
Fig. 1 is the trolley formwork front view of the embodiment of the present invention；
Fig. 2 is the trolley formwork side view of the embodiment of the present invention.
Specific embodiment
Referring to Fig.1, Fig. 2, the present invention are a kind of tunneling boring self-propelled hydraulic trolley formwork construction method, including following step
It is rapid: sideline being installed using stadia surveying construction of structures, is laid with the walking rails of trolley formwork 2；Assembling reinforcement is hung using ground
Vehicle assembly trolley formwork 2；After the completion of 2 assembly of trolley formwork, the groined type main couple 4 put up is moved under trolley formwork 2
Side makes groined type main couple 4 and trolley formwork 2 form an entirety in 2 inner wall of trolley formwork by jack 3；In groined type
Console 6, the connection side form 21 of trolley formwork 2, the backform 22 of trolley formwork 2, jack 3 and control is arranged in the both ends of main couple 4
Oil circuit between platform 6 processed；The trolley 5 that installation can be mobile in walking rails 1 at the both ends of groined type main couple 4；Pass through console 6
It is flexible to control oil cylinder, adjusts 21 position of side form and 22 absolute altitude of backform reaches design size requirement；Casting concrete, to concrete
Reach strength of mould stripping requirement, shrink jack 3, remove trolley formwork 2 and curing concrete, and passes through walking rails 1 for trolley
It is in place that template 2 is moved to lower casting section.
This tunneling boring self-propelled hydraulic trolley formwork construction method, forms symmetrical stress, structure using groined type main couple 4
Stress is clear, and the model overall stability of this method is high, and non-explosive mould can save cost of labor, and efficiency is higher, and can
Guarantee structures appearance and linear grace；And relative to traditional full framing, groined type main couple can save reinforcing
Material, it is easy to operate.
As a preferred embodiment of the present invention, groined type main couple 4 is process using heavy wall round steel pipe.Side form 21 is most
Lower road support rod adjusts Support Position, further mitigates trolley formwork weight and reasonable structure.The bottom of side form 21 supports
Bar can be in conjunction with laser orientation.Site-models set-up time and regulating time can further be shortened in this way, save work
Phase.
Certainly, the invention is not limited to above embodiment, and those skilled in the art are without prejudice to originally
Equivalent deformation or replacement can be also made under the premise of spirit, these equivalent variation or replacement are all contained in the application right
It is required that in limited range.
Claims (3)
1. a kind of tunneling boring self-propelled hydraulic trolley formwork construction method, it is characterised in that: the following steps are included:
1) sideline is installed using stadia surveying construction of structures, is laid with the walking rails (1) of trolley formwork (2)；
2) assembling reinforcement, using ground assembling hoist trolley formwork (2)；
3) after the completion of trolley formwork (2) is assembled, the groined type main couple (4) put up is moved to below trolley formwork (2),
Trolley formwork (2) inner wall makes groined type main couple (4) and trolley formwork (2) to form an entirety by jack (3)；
4) console (6) are set at the both ends of groined type main couple (4), connect side form (21), the trolley formwork of trolley formwork (2)
(2) oil circuit between backform (22), jack (3) and console (6)；
5) trolley (5) that can be mobile in walking rails (1) is installed at the both ends of groined type main couple (4)；
6) oil cylinder is controlled by console (6) to stretch, adjust side form (21) position and backform (22) absolute altitude reaches design size
It is required that；
7) casting concrete reaches strength of mould stripping requirement to concrete, shrinks jack (3), removes trolley formwork (2) and conserves
Concrete, and it is in place by walking rails (1) trolley formwork (2) to be moved to lower casting section.
2. tunneling boring self-propelled hydraulic trolley formwork construction method according to claim 1, it is characterised in that: the well word
Type main couple (4) is process using heavy wall round steel pipe.
3. tunneling boring self-propelled hydraulic trolley formwork construction method according to claim 1, it is characterised in that: the side form
(21) bottom support rod can be in conjunction with laser orientation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811613401.9A CN109763839A (en) | 2018-12-27 | 2018-12-27 | A kind of tunneling boring self-propelled hydraulic trolley formwork construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811613401.9A CN109763839A (en) | 2018-12-27 | 2018-12-27 | A kind of tunneling boring self-propelled hydraulic trolley formwork construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109763839A true CN109763839A (en) | 2019-05-17 |
Family
ID=66450446
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811613401.9A Pending CN109763839A (en) | 2018-12-27 | 2018-12-27 | A kind of tunneling boring self-propelled hydraulic trolley formwork construction method |
Country Status (1)
| Country | Link |
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| CN (1) | CN109763839A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115125997A (en) * | 2022-08-01 | 2022-09-30 | 上海建工一建集团有限公司 | Construction equipment and construction method of combined multi-cavity comprehensive pipe gallery |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2090744A1 (en) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Conveyor trolley |
| CN103437782A (en) * | 2013-08-21 | 2013-12-11 | 中国长江三峡集团公司 | Hydraulic self-moving steel mould trolley and construction method thereof |
| CN207211196U (en) * | 2017-09-13 | 2018-04-10 | 福建建中建设科技股份有限公司 | A kind of mobile formwork system |
| CN108661670A (en) * | 2018-05-03 | 2018-10-16 | 十九冶成都建设有限公司 | The construction method of piping lane construction is carried out using formwork jumbo |
| CN208137959U (en) * | 2018-04-25 | 2018-11-23 | 中国水利水电第八工程局有限公司 | Top board construction formwork jumbo in extendible |
-
2018
- 2018-12-27 CN CN201811613401.9A patent/CN109763839A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2090744A1 (en) * | 2008-02-13 | 2009-08-19 | Jörimann Stahl AG | Conveyor trolley |
| CN103437782A (en) * | 2013-08-21 | 2013-12-11 | 中国长江三峡集团公司 | Hydraulic self-moving steel mould trolley and construction method thereof |
| CN207211196U (en) * | 2017-09-13 | 2018-04-10 | 福建建中建设科技股份有限公司 | A kind of mobile formwork system |
| CN208137959U (en) * | 2018-04-25 | 2018-11-23 | 中国水利水电第八工程局有限公司 | Top board construction formwork jumbo in extendible |
| CN108661670A (en) * | 2018-05-03 | 2018-10-16 | 十九冶成都建设有限公司 | The construction method of piping lane construction is carried out using formwork jumbo |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115125997A (en) * | 2022-08-01 | 2022-09-30 | 上海建工一建集团有限公司 | Construction equipment and construction method of combined multi-cavity comprehensive pipe gallery |
| CN115125997B (en) * | 2022-08-01 | 2024-05-07 | 上海建工一建集团有限公司 | Construction equipment and construction method for combined multi-cavity comprehensive pipe rack |
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| 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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190517 |