CN107630709A - A kind of bored tunnel construction portable chassis and its construction method - Google Patents
A kind of bored tunnel construction portable chassis and its construction method Download PDFInfo
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- CN107630709A CN107630709A CN201710927694.7A CN201710927694A CN107630709A CN 107630709 A CN107630709 A CN 107630709A CN 201710927694 A CN201710927694 A CN 201710927694A CN 107630709 A CN107630709 A CN 107630709A
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- chassis
- door frame
- template
- construction
- bored tunnel
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Abstract
The invention discloses a kind of portable chassis of bored tunnel construction, including chassis door frame, travelling wheel below the chassis door frame, and the supporting track being adapted with the travelling wheel, suspension arm is stretched out respectively in the left and right sides of the chassis door frame, the suspension arm is connected with form cage, and hydraulic strut is additionally provided between the chassis door frame and the form cage.In bored tunnel construction, constructed according to above-mentioned portable chassis, the form cage can be hung directly from chassis by suspension arm, after position and positioning that form cage is adjusted by hydraulic strut, construction template can be mounted directly on the outside of form cage, casting concrete and conserved, convenient and quick construction in template again afterwards, construction progress can be greatly speeded up；After the completion of construction, the template and concrete are separated from each other, after withdrawing template, chassis can directly to next construction segmental construction, utilization ratio of device be high, greatly reduces construction cost for traveling.
Description
Technical field
The present invention relates to tunnels and underground engineering construction field, the more particularly to a kind of portable chassis of bored tunnel construction
And its construction method.
Background technology
Classified according to the excavation method in tunnel, open trench tunnel and bored tunnel can be divided into.Because cut and cover method is to surrounding
Environmental disturbances are big, influence ground normal traffic, more and more inapplicable in Construction of Urban Rail Traffic, meanwhile, tunneling rule by
In its relatively strong adaptability to contemporary urban environment, increasingly applied in urban tunnel construction.
At present, bored tunnel side wall, air channel, middle plate generally use steel pipe sets up full framing, the mode of gang form is entered
Row construction, its main sequence of construction is bottom plate → side wall → air channel → middle plate.Support, the template number of construction method needs
Greatly, and need successively to be set up section by section according to construction speed and Flow Pace, there is that resource input is big, progress is slow, effect is low, mould
The problem of plate loss is high, security risk source is more, modern-style construction difficulty is big.
The content of the invention
It is an object of the invention to overcome the existing construction method of the bored tunnel in the presence of prior art resource to be present
Input is big, progress is slow, effect is low, template loss is high, the deficiency that security risk source is more, modern-style construction difficulty is big, there is provided one
Kind bored tunnel construction portable chassis and its construction method.
In order to realize foregoing invention purpose, the invention provides following technical scheme：
A kind of bored tunnel construction is with portable chassis, including chassis door frame, walking below the chassis door frame
Road wheel, and the supporting track being adapted with the travelling wheel, suspension arm is stretched out respectively in the left and right sides of the chassis door frame,
The suspension arm is connected with form cage, and hydraulic strut is additionally provided between the chassis door frame and the form cage.
In the side wall construction of bored tunnel, constructed according to above-mentioned portable chassis, the form cage passes through
Suspension arm can be hung directly from chassis, can be in form cage after position and positioning that form cage is adjusted by hydraulic strut
Outside is mounted directly construction side wall template, casting concrete and is conserved in side wall template again afterwards, convenient and quick construction can
Greatly speed up construction progress.After the completion of construction, the side wall template and concrete are separated from each other, after withdrawing side wall template, platform
Car can directly to next construction segmental construction, utilization ratio of device be high, has saved transition between support usage charges, section and has carried for traveling
Take, repeat mounting and dismounting cost, saved side wall formwork reinforcement measure expense, greatly reduced construction cost.
On the other hand, it is mobile trolley used simple in construction, it is easily installed dismounting, transition, positioning are quick between section, efficiency of construction
Height, and it is clean and tidy using place during mobile trolley used constructed, safety, modern-style construction difficulty reduce.
Preferably, some common struts, auxiliary hydraulic pressure support are additionally provided between the chassis door frame and the form cage
Bar is supported to form cage, ensures support strength.
Preferably, the form cage and the suspension arm detachable connection, are easily installed dismounting.
Preferably, including two chassis door frames, it is removable by support bar between chassis between two chassis door frames
Formula connection is unloaded, chassis door frame quantity can be selected according to actual conditions, and detachable connection mode facilitates the peace of chassis door frame
Dress, transport and dismounting.
Preferably, two chassis door frames are located at tunnel center pillar both sides respectively, facilitate chassis door frame to install.
Preferably, chassis roof panel is also erected with the top of the chassis door frame, and is provided with the chassis roof panel
Air channel template and middle template die plate, constructed for air channel and middle plate, the air channel template, middle template die plate and the chassis roof panel can
It is detachably connected with, easy installation and removal, repeats and utilize, facilitate transition.
Preferably, each chassis door frame includes some chassis crossbeams being parallel to each other, the every chassis crossbeam
Both ends are respectively connected with chassis column, are connected with Crossing brace between adjacent stations stay, the bottom of all chassis columns and
Chassis longeron is connected, and several chassis hydraulic stems are provided with below the chassis longeron.The chassis door frame by chassis crossbeam,
Chassis column, chassis longeron and Crossing brace are assembled, the rigidity of structure, the strength and stability of chassis are ensure that, described
The chassis hydraulic stem of installation below chassis longeron, can trolley traveling in place after, decline and be supported on the supporting track, it is real
The fixation of existing chassis.
Preferably, the chassis hydraulic stem is uniformly distributed along the chassis longeron, improves support strength and stability of strutting system.
Preferably, chassis staircase is also equipped with the outside of the chassis door frame, is easy to workmen's chassis up and down.
The construction method of the portable chassis of a kind of bored tunnel construction, including the use of a kind of any above-mentioned bored tunnel
Construction portable chassis, including following construction procedure：
Step 1：Track foundation is laid, separation layer is set, pours base concrete；
Step 2：Supporting track for chassis walking is installed；
Step 3：Assembly jig car door frame simultaneously installs suspension arm, hydraulic strut and travelling wheel；
Step 4：The installation form skeleton on the suspension arm, and the connecting side wall form on the outside of the form cage；
Step 5：The colligation of side wall reinforcing bar is completed；
Step 6：Trolley traveling simultaneously positions, while debugs side wall template position, side wall Template Location；
Step 7：Chassis roof panel is set up, air channel template is installed, colligation air channel reinforcing bar, pours air channel concrete, and carry out
Maintenance；
Step 8：Template die plate in being installed on the chassis roof panel, slab muscle in colligation；
Step 9：Side wall concrete and middle board concrete are poured, and is conserved；
Step 10：After constructing check is qualified, hydraulic strut is adjusted, separates template and concrete；
Step 11：Trolley traveling is to next section and positions, and is circulated into subsequent work.
, the problem of support and template repeat to set up and remove, can be simultaneously during this construction method solves constructing tunnel
Construction side wall, air channel, middle plate, effectively increase operating efficiency；Reduce the proportion of goods damageds of template, it is ensured that construction environment is orderly, peace
Entirely；The chassis utilization rate is high, has saved transition portage between support usage charges, section, has repeated mounting and dismounting cost, has saved side
Wall form reinforcement measure is taken, and greatly reduces construction cost.
Preferably, the quantity of chassis door frame described in the step 3 is two, and between two chassis door frames
Erecting bed workshop support bar.
Preferably, the form cage described in the step 4 and the suspension arm detachable connection, the side wall mould
Plate and form cage bolt, convenient dismounting, improve recycling rate of waterused.
Preferably, the step 3, which is additionally included between the chassis door frame and the form cage, is provided with some commonly
Strut, so as to which auxiliary hydraulic pressure strut is supported to form cage, ensure support strength.
Compared with prior art, beneficial effects of the present invention：
(1) it is mobile trolley used simple in construction, it is easily installed dismounting, transition, positioning are quick between section, and efficiency of construction is high, and profit
Clean and tidy with place during mobile trolley used constructed, safety, modern-style construction difficulty reduce；Utilization ratio of device is high, easy for construction
Fast, construction progress can be greatly speeded up.
(2), the problem of support and template repeat to set up and remove, can be same during this construction method solves constructing tunnel
When construct side wall, air channel, middle plate, effectively increase operating efficiency；Reduce the proportion of goods damageds of template, it is ensured that construction environment in order,
Safety；The chassis utilization rate is high, has saved transition portage between support usage charges, section, has repeated mounting and dismounting cost, has saved
Side wall formwork reinforcement measure expense, greatly reduces construction cost.
Brief description of the drawings：
Fig. 1 is a kind of front view of the portable chassis of bored tunnel construction of the present invention.
Fig. 2 is the connection diagram of form cage of the present invention and chassis door frame.
Fig. 3 is a kind of side view of the portable chassis of bored tunnel construction of the present invention.
Fig. 4 is the structural representation of chassis door frame of the present invention.
Fig. 5 is a kind of schematic flow sheet of bored tunnel construction construction method of portable chassis of the present invention.
Marked in figure：Support bar between 1- chassis, 2- chassis door frames, 21- chassis crossbeams, 22- chassis longerons, 23- chassis are stood
Post, 24- Crossing braces, 25- chassis staircases, 26- chassis hydraulic stems, 3- travelling wheels, the supporting tracks of 4-, 5- hydraulic struts, 6- are common
Strut, 7- form cages, 8- side wall templates, 9- air channels template, template die plate in 10-, 11- chassis roof panels, 12- center pillars, 13- rails
Road basis, 14- suspension arms.
Embodiment
With reference to test example and embodiment, the present invention is described in further detail.But this should not be understood
Following embodiment is only limitted to for the scope of the above-mentioned theme of the present invention, it is all that this is belonged to based on the technology that present invention is realized
The scope of invention.
Embodiment 1
As shown in Figure 1-2, a kind of bored tunnel construction portable chassis, including the center pillar 12 installed in completion of having constructed
Two chassis door frames 2 of both sides, by the detachable connection of support bar between chassis 1 between two chassis door frames 2, it is arranged on
The travelling wheel 3 of the lower section of the chassis door frame 2, and be adapted on track foundation 13 and with the travelling wheel 3 supporting
Track 4, stretching out suspension arm 14 respectively in the left and right sides of the chassis door frame 2, the suspension arm 14 is connected with form cage 7,
Hydraulic strut 5 and some common struts 6 are additionally provided between the chassis door frame 2 and the form cage 7, in the template bone
Bolt has side wall template 8 on frame 7.
As Figure 1-4, each chassis door frame 2 includes some chassis crossbeams 21 being parallel to each other, described in every
The both ends of chassis crossbeam 21 are respectively connected with chassis column 23, are connected with Crossing brace 24 between adjacent stations stay 23, every described
It is also equipped with Crossing brace 24 between stay and the chassis crossbeam 21, the bottom of 23 all chassis columns 23 is and chassis
Longeron 22 is connected, and the lower section of chassis longeron 22 is provided with several chassis hydraulic stems 26.Also pacify in the outside of chassis door frame 2
Equipped with chassis staircase 25, the top of chassis door frame 2 is also erected with chassis roof panel 11, and pacifies on the chassis roof panel 11
Equipped with air channel template 9 and middle template die plate 10.
In the side wall of bored tunnel, air channel, the construction of middle plate, constructed according to above-mentioned portable chassis, the mould
Framework 7 can be hung directly from chassis by suspension arm 14, and position and the positioning of form cage 7 are adjusted by hydraulic strut 5
Afterwards, construction side wall template 8 can be mounted directly in the outside of form cage 7, and the air channel template 9 and middle template die plate 10 can be direct
On the chassis roof panel 11.Casting concrete and conserved, convenient and quick construction in template again afterwards, can greatly greatly
Fast construction progress.After the completion of construction, the template and concrete are separated from each other, after withdrawing template, chassis can directly traveling be extremely
Next construction segmental construction, utilization ratio of device is high, has saved transition portage between support usage charges, section, has repeated installing/dismounting
Take, saved side wall formwork reinforcement measure expense, greatly reduced construction cost.
On the other hand, it is mobile trolley used simple in construction, it is easily installed dismounting, transition, positioning are quick between section, efficiency of construction
Height, and it is clean and tidy using place during mobile trolley used constructed, safety, modern-style construction difficulty reduce.
Embodiment 2
As shown in figure 5, a kind of construction method of the portable chassis of bored tunnel construction, including the use of any described one
Kind bored tunnel construction portable chassis, including following construction procedure：
Step 1：Track foundation 13 is laid, separation layer is set, pours base concrete；
Step 2：Supporting track 4 for chassis walking is installed；
Step 3：Assembly jig car door frame 2 simultaneously installs suspension arm 14, hydraulic strut 5 and travelling wheel 3；
Step 4：The installation form skeleton 7 on the suspension arm 14, and in the outside of the form cage 7 connection side wall mould
Plate 8；
Step 5：The colligation of side wall reinforcing bar is completed；
Step 6：Trolley traveling simultaneously positions, while debugs the position of side wall template 8, and side wall template 8 positions；
Step 7：Chassis roof panel 11 is set up, air channel template 9 is installed, colligation air channel reinforcing bar, pours air channel concrete, and
Conserved；
Step 8：Template die plate 10 in being installed on the chassis roof panel 11, slab muscle in colligation；
Step 9：Side wall concrete and middle board concrete are poured, and is conserved；
Step 10：After constructing check is qualified, hydraulic strut 5 is adjusted, separates template and concrete；
Step 11：Trolley traveling is to next section and positions, and is circulated into subsequent work.
, the problem of support and template repeat to set up and remove, can be simultaneously during this construction method solves constructing tunnel
Construction side wall, air channel, middle plate, effectively increase operating efficiency；Reduce the proportion of goods damageds of template, it is ensured that construction environment is orderly, peace
Entirely；The chassis utilization rate is high, has saved transition portage between support usage charges, section, has repeated mounting and dismounting cost, has saved side
Wall form reinforcement measure is taken, and greatly reduces construction cost.
Preferably, the quantity of chassis door frame 2 described in the step 3 is two, and between two chassis door frames
Erecting bed workshop support bar 1.
Preferably, the form cage 7 described in the step 4 and the detachable connection of the suspension arm 14, the side wall
Template 8 and the form cage 7 bolt, and facilitate installing/dismounting, improve recycling rate of waterused.
Above example only not limits technical scheme described in the invention to illustrate the present invention, although this explanation
Book is with reference to above-mentioned each embodiment to present invention has been detailed description, but the present invention is not limited to above-mentioned specific implementation
Mode, therefore any the present invention is modified or equivalent substitution；And the technical side of all spirit and scope for not departing from invention
Case and its improvement, it all should cover among scope of the presently claimed invention.
Claims (10)
1. the portable chassis of a kind of bored tunnel construction, it is characterised in that including chassis door frame (2), installed in the chassis
Travelling wheel (3) below door frame (2), and the supporting track (4) being adapted with the travelling wheel (3), in the chassis door frame
(2) suspension arm (14) is stretched out in the left and right sides respectively, and the suspension arm (14) is connected with form cage (7), the chassis door frame
(2) hydraulic strut (5) is additionally provided between the form cage (7).
A kind of 2. portable chassis of bored tunnel construction according to claim 1, it is characterised in that the chassis door frame
(2) some common struts (6) are additionally provided between the form cage (7).
A kind of 3. portable chassis of bored tunnel construction according to claim 1, it is characterised in that the form cage
And the suspension arm (14) detachable connection (7).
4. the portable chassis of a kind of bored tunnel construction according to claim 1, it is characterised in that including described in two
Chassis door frame (2), pass through support bar between chassis (1) detachable connection between two chassis door frames (2).
A kind of 5. portable chassis of bored tunnel construction according to right 4, it is characterised in that two chassis door frames
(2) it is located at tunnel center pillar (12) both sides respectively.
A kind of 6. portable chassis of bored tunnel construction according to claim 1, it is characterised in that the chassis door frame
(2) top is also erected with chassis roof panel (11), and is provided with air channel template (9) and middle plate on the chassis roof panel (11)
Template (10).
7. according to a kind of any described portable chassis of bored tunnel construction of claim 1-6, it is characterised in that Mei Gesuo
Stating chassis door frame (2) includes some chassis crossbeams (21) being parallel to each other, and every chassis crossbeam (21) both ends are all connected with
There is chassis column (23), Crossing brace (24) is connected between adjacent stations stay, the bottom of all chassis columns (23) is equal
It is connected with chassis longeron (22), several chassis hydraulic stems (26) is installed below the chassis longeron (22).
8. the construction method of the portable chassis of a kind of bored tunnel construction, it is characterised in that including the use of such as claim 1-7
Any described a kind of bored tunnel construction portable chassis, including following construction procedure：
Step 1：Track foundation (13) is laid, separation layer is set, pours base concrete；
Step 2：Supporting track (4) for chassis walking is installed；
Step 3：Assembly jig car door frame (2) simultaneously installs suspension arm (14), hydraulic strut (5) and travelling wheel (3)；
Step 4：The installation form skeleton (7) on the suspension arm (14), and the connection side wall on the outside of the form cage (7)
Template (8)；
Step 5：The colligation of side wall reinforcing bar is completed；
Step 6：Trolley traveling simultaneously positions, while debugs side wall template (8) position, side wall template (8) positioning；
Step 7：Chassis roof panel (11) is set up, installation air channel template (9), colligation air channel reinforcing bar, pours air channel concrete, and
Conserved；
Step 8：Template die plate (10) in being installed on the chassis roof panel (11), slab muscle in colligation；
Step 9：Side wall concrete and middle board concrete are poured, and is conserved；
Step 10：After constructing check is qualified, hydraulic strut (5) is adjusted, separates template and concrete；
Step 11：Trolley traveling is to next section and positions, and is circulated into subsequent work.
A kind of 9. construction method of the portable chassis of bored tunnel construction according to claim 8, it is characterised in that institute
The quantity for stating chassis door frame described in step 3 (2) is two, and erecting bed workshop supports between two chassis door frames
Bar (1).
A kind of 10. construction method of the portable chassis of bored tunnel construction according to claim 8, it is characterised in that
The form cage (7) described in the step 4 and the suspension arm (14) detachable connection, the side wall template (8) and institute
State form cage (7) bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710927694.7A CN107630709B (en) | 2017-09-30 | 2017-09-30 | A kind of construction method of the mobile trolley of bored tunnel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710927694.7A CN107630709B (en) | 2017-09-30 | 2017-09-30 | A kind of construction method of the mobile trolley of bored tunnel construction |
Publications (2)
| Publication Number | Publication Date |
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| CN107630709A true CN107630709A (en) | 2018-01-26 |
| CN107630709B CN107630709B (en) | 2019-10-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710927694.7A Active CN107630709B (en) | 2017-09-30 | 2017-09-30 | A kind of construction method of the mobile trolley of bored tunnel construction |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385718A (en) * | 2018-02-01 | 2018-08-10 | 中建三局集团有限公司 | Truss walking telescoping steel form equipment and construction method in a kind of detachable lightweight of large span |
| CN109538245A (en) * | 2018-12-04 | 2019-03-29 | 中铁十二局集团有限公司 | A kind of no column stalk vault subway station formwork jumbo and its construction method |
| CN109812280A (en) * | 2019-01-03 | 2019-05-28 | 上海隧道工程有限公司 | Plain form trolley for sidewall structure inside shield tunnel of constructing |
| CN110107317A (en) * | 2019-05-31 | 2019-08-09 | 上海隧道工程有限公司 | Pour the mould bases trolley and its construction method of the middle plate in shield tunnel |
| CN111364741A (en) * | 2020-04-01 | 2020-07-03 | 中交第三航务工程局有限公司南京分公司 | Construction process for integrally moving disc buckle type full-hall support |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108385718A (en) * | 2018-02-01 | 2018-08-10 | 中建三局集团有限公司 | Truss walking telescoping steel form equipment and construction method in a kind of detachable lightweight of large span |
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| CN109812280A (en) * | 2019-01-03 | 2019-05-28 | 上海隧道工程有限公司 | Plain form trolley for sidewall structure inside shield tunnel of constructing |
| CN110107317A (en) * | 2019-05-31 | 2019-08-09 | 上海隧道工程有限公司 | Pour the mould bases trolley and its construction method of the middle plate in shield tunnel |
| CN110107317B (en) * | 2019-05-31 | 2020-12-01 | 上海隧道工程有限公司 | Formwork trolley for pouring middle plate in shield tunnel and construction method thereof |
| CN111364741A (en) * | 2020-04-01 | 2020-07-03 | 中交第三航务工程局有限公司南京分公司 | Construction process for integrally moving disc buckle type full-hall support |
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| Publication number | Publication date |
|---|---|
| CN107630709B (en) | 2019-10-11 |
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Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Applicant after: China Railway Second Bureau Construction Co.,Ltd. Applicant after: CHINA RAILWAY ERJU SECOND ENGINEERING CO.,LTD. Address before: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Applicant before: CHINA RAILWAY NO.2 ENGINEERING GROUP Co.,Ltd. Applicant before: CHINA RAILWAY ERJU SECOND ENGINEERING CO.,LTD. |
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Effective date of registration: 20190815 Address after: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Applicant after: CHINA RAILWAY NO.2 ENGINEERING GROUP Co.,Ltd. Applicant after: CHINA RAILWAY ERJU SECOND ENGINEERING CO.,LTD. Address before: Jinniu District Kam Tong Road Chengdu city Sichuan province 610031 No. 16 Applicant before: China Railway Second Bureau Construction Co.,Ltd. Applicant before: CHINA RAILWAY ERJU SECOND ENGINEERING CO.,LTD. |
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