CN107630463A - A kind of construction technology of underground pipe gallery construction mobile jumbo device - Google Patents
A kind of construction technology of underground pipe gallery construction mobile jumbo device Download PDFInfo
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- CN107630463A CN107630463A CN201710845815.3A CN201710845815A CN107630463A CN 107630463 A CN107630463 A CN 107630463A CN 201710845815 A CN201710845815 A CN 201710845815A CN 107630463 A CN107630463 A CN 107630463A
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Abstract
A kind of construction technology of underground pipe gallery construction mobile jumbo device, during piping lane lining construction, the construction section that the lifting running gear of piping lane formwork jumbo is entered in piping lane tunnel by track, piping lane formwork jumbo promotes top template by the cylinder rod of template hydraulic cylinder, by rotating angle mould spin axis, make oblique angle template, right angle form fixed after outwards strutting respectively to upper arm and backform plate level；The traversing casing bit of lifting door frame both sides pushes out side template by hydraulic cylinder respectively, completes the formwork of piping lane template；After the completion of piping lane template formwork, by the working window in template to casting concrete on the outside of template, it is stripped after concrete setting；The piping lane construction walking carriage of the present invention is using lifting walking carriage, template is supported by the flexible of hydraulic-driven, it is stripped after concrete cast, solidification, the piping lane running gear of piping lane construction walking carriage is retreated flexibly, steadily, it is piping lane inner wall smooth, smooth, consistent, it is ensured that the high-quality quality of engineering.
Description
Technical field
The present invention relates to the piping lane chassis of underground pipeline engineering.Especially a kind of underground pipe gallery construction mobile jumbo device
Construction technology.
Background technology
At present, underground pipe network construction is more in work progress, it is necessary to ensure the safety on ground in the infrastructure in China
Use and constructed with the formal approach of heavy excavation, because pipeline network construction has construction the dense population areas, it is necessary to ground more
Appendicular to carry out removal and construct, appendicular removal causes engineering construction phenomenon hindered and happened occasionally, and
And want the input budget of increased capital；During construction, by artificial support's framework, template assembly carries out concrete after the completion of fixing and poured
Note forms, and after band concrete setting, form removable difficulty is big, of poor quality；Cause construction speed slow, job site dust is big, ring
Comment not up to standard；In view of the foregoing, it is proposed that a kind of construction technology of underground pipe gallery construction mobile jumbo device.
The content of the invention
The invention aims to overcome underground pipe network construction in infrastructure, it is necessary to ensure the safety on ground, apply
During work, more use is constructed with the formal approach of heavy excavation, because pipeline network construction has construction the dense population areas more, need
The appendicular of ground is carried out by removal can constructed, when appendicular removal causes engineering construction phenomenon hindered
There is generation, and want the input budget of increased capital；During construction, by artificial support's framework, it is laggard that template assembly fixes completion
The cast of row concrete forms, and after band concrete setting, form removable difficulty is big, of poor quality；Cause construction speed slow, job site
Dust is big, environmental impact assessment is not up to standard, by reasonably designing, there is provided a kind of construction technology of underground pipe gallery construction mobile jumbo device,
The piping lane construction walking carriage of the present invention does not need artificial support's framework, template assembly using lifting walking carriage, piping lane construction
Fixed, template is supported by the flexible of hydraulic-driven, and after concrete cast, solidification, template is taken off by hydraulic retract
Mould, the piping lane running gear of piping lane construction walking carriage retreat flexibly, it is steady, it is piping lane inner wall smooth, smooth, consistent, it is ensured that work
Cheng Youzhi quality.
The present invention to achieve these goals, adopts the following technical scheme that：A kind of underground pipe gallery construction mobile jumbo device
Construction technology, described underground pipe gallery construction mobile jumbo device be by：Lift door frame, lifting running gear, side template, top
Template, oblique angle template, right angle form, the support frame that crosses the river, traversing support meanss, traversing supporting sleeve, track, piping lane Schaltisch
Car, template hydraulic cylinder, girder, angle mould spin axis are formed；Piping lane is respectively set to single-row or arranged side by side, piping lane formwork jumbo in piping lane,
Door frames are lifted at least provided with three in piping lane formwork jumbo, the support frame that crosses the river, overhead door are set between lifting door frame lower cage body
Frame both sides support body is respectively arranged below two girders, and the both ends of two girders set lifting running gear, lifting walking respectively
The road wheel lower end of system sets track；
Lifting door frame top both sides are symmetrical arranged traversing supporting sleeve, and lifting door frame both sides are symmetrical arranged two traversing supports
Device, the traversing casing bit of both sides set two pieces of side templates respectively with traversing supporting sleeve outer end；
Template hydraulic cylinder, the lifting support of template hydraulic cylinder cylinder rod upper end are set respectively in the support body of lifting door frame both sides
Bar, the lift supporting rod upper end of template hydraulic cylinder set top template, and top template one end sets oblique angle template, and the top template other end is set
Right angle form is put, top template both ends set angle mould spin axis between oblique angle template, right angle form respectively；
Oblique angle template, right angle form lower end are correspondingly arranged with the upper end of side template as piping lane pattern plate respectively, oblique angle template,
Right angle form lower end is respectively set to outer oblique angle, and the upper end of side template corresponds to oblique angle template, the outer oblique angle of right angle form respectively
Gradient sets inner bevel；
During piping lane lining construction, construction that the lifting running gear of piping lane formwork jumbo is entered in piping lane tunnel by track
Section, lifting running gear stop.
After lifting running gear stopping, piping lane formwork jumbo promotes lift supporting rod to make top by the cylinder rod of template hydraulic cylinder
Template raises in place, and template hydraulic cylinder stops.
After template hydraulic cylinder stops, top template both ends by rotating angle mould spin axis, make oblique angle template, right angle form point respectively
It is fixed after outwards not strutting to upper arm and backform plate level.
After oblique angle template, right angle form outwards strut fixation respectively, the traversing casing bit of lifting door frame both sides leads to respectively
Cross hydraulic cylinder and push out side template, make both sides side template upper end inclined-plane respectively with oblique angle template, right angle form inclined-plane pair
Stop after connecing；Template outside after side template docks with oblique angle template, right angle form respectively is piping lane type, completes piping lane template
Formwork.
After the completion of piping lane template formwork, by the working window in template to casting concrete on the outside of template, casting concrete
Completion is after concrete setting, and traversing casing bit pulls side template return by hydraulic cylinder respectively, by rotating angle mould spin axis
Oblique angle template, right angle form return are packed up respectively, and top template return is reduced by template hydraulic cylinder cylinder rod, completes the demoulding；Complete
After the demoulding, next section of piping lane lining construction is entered by lifting running gear drive piping lane formwork jumbo.
Beneficial effect：The piping lane construction walking carriage of the present invention need not be artificial using lifting walking carriage, piping lane construction
Support frame, template assembly are fixed, and template is supported by the flexible of hydraulic-driven, and after concrete cast, solidification, template is led to
Hydraulic retract to be crossed to be stripped, the piping lane running gear of piping lane construction walking carriage is retreated flexibly, steadily, piping lane inner wall smooth,
It is smooth, consistent, it is ensured that the high-quality quality of engineering.
Brief description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is general assembly structural representation；
Fig. 2 is Fig. 1 receipts mould status architecture schematic diagram；
Fig. 3 is Fig. 1 side structure schematic view；
In Fig. 1,2,3：Lift door frame 1, lifting running gear 2, side template 3, top template 4, oblique angle template 5, right angle form
6th, cross the river support frame 7, traversing support meanss 8, traversing supporting sleeve 9, track 10, piping lane formwork jumbo 11, template hydraulic cylinder 12,
Girder 13, angle mould spin axis 14.
Embodiment
The present invention is described in further detail with embodiment with reference to embodiment：
Embodiment 1
Piping lane is respectively set to single-row or arranged side by side, piping lane formwork jumbo 11 in piping lane, is at least set in piping lane formwork jumbo 11
Three lifting door frames 1 are put, the support frame 7 that crosses the river is set between the lifting bottom support body of door frame 1, lifts the lower section of the both sides support body of door frame 1
Two girders 13 are set respectively, and the both ends of two girders 13 set lifting running gear 2, lift the walking of running gear 2 respectively
Take turns lower end and track 10 is set；
Lifting door frame 1 top both sides are symmetrical arranged traversing supporting sleeve 9, lifting door frame 1 both sides be symmetrical arranged two it is traversing
Support meanss 8, the traversing casing bit 8 of both sides set two pieces of side templates 3 respectively with the traversing outer end of supporting sleeve 9；
Template hydraulic cylinder 12, the lifting of the cylinder rod upper end of template hydraulic cylinder 12 are set respectively in the support body of lifting door frame 1 both sides
Support bar, the lift supporting rod upper end of template hydraulic cylinder 12 set top template 4, and the one end of top template 4 sets oblique angle template 5, backform
The other end of plate 4 sets right angle form 6, and the both ends of top template 4 set angle mould spin axis between oblique angle template 5, right angle form 6 respectively
14；
Oblique angle template 5, the lower end of right angle form 6 are correspondingly arranged with the upper end of side template 3 as piping lane pattern plate, oblique angle mould respectively
Plate 5, the lower end of right angle form 6 are respectively set to outer oblique angle, and the upper end of side template 3 corresponds to oblique angle template 5, right angle form 6 respectively
The gradient at outer oblique angle sets inner bevel；
During piping lane lining construction, the lifting running gear 2 of piping lane formwork jumbo 11 is entered in piping lane tunnel by track 10
Construction section, lifting running gear 2 stop.
Embodiment 2
After lifting the stopping of running gear 2, the cylinder rod that piping lane formwork jumbo 11 passes through template hydraulic cylinder 12 promotes lifting support
Bar makes top template 4 raise in place, and template hydraulic cylinder 12 stops.
Embodiment 3
After template hydraulic cylinder 12 stops, the both ends of top template 4 by rotating angle mould spin axis 14, make oblique angle template 5, right angle respectively
Template 6 is fixed after outwards strutting respectively to upper arm and the level of top template 4.
Embodiment 4
After oblique angle template 5, right angle form 6 outwards strut fixation respectively, the traversing casing bit 8 of lifting door frame 1 both sides divides
Side template 3 is not pushed out by hydraulic cylinder, make both sides the upper end of side template 3 inclined-plane respectively with oblique angle template 5, right angle form
Stop after the docking of 6 inclined-planes；Template outside after side template 3 docks with oblique angle template 5, right angle form 6 respectively is piping lane type, is completed
The formwork of piping lane template.
Embodiment 5
After the completion of piping lane template formwork, by the working window in template to casting concrete on the outside of template, casting concrete
After concrete setting, traversing casing bit 8 pulls the return of side template 3 by hydraulic cylinder respectively for completion, is revolved by rotating angle mould
Axle 14 packs up oblique angle template 5, the return of right angle form 6 respectively, reduces the return of top template 4 by the cylinder rod of template hydraulic cylinder 12, completes
The demoulding；After completing the demoulding, next section of piping lane lining construction is entered by lifting the drive piping lane of running gear 2 formwork jumbo 11.
Claims (5)
1. a kind of construction technology of underground pipe gallery construction mobile jumbo device, described underground pipe gallery construction mobile jumbo device are
By：Lift door frame (1), lifting running gear (2), side template (3), top template (4), oblique angle template (5), right angle form (6), mistake
River support frame (7), traversing support meanss (8), traversing supporting sleeve (9), track (10), piping lane formwork jumbo (11), template liquid
Cylinder pressure (12), girder (13), angle mould spin axis (14) are formed；It is characterized in that：Piping lane be respectively set to it is single-row or arranged side by side, in piping lane
Piping lane formwork jumbo (11), at least provided with three lifting door frames (1) in piping lane formwork jumbo (11), lift door frame (1) lower cage
The support frame (7) that crosses the river is set between body, and lifting door frame (1) both sides support body is respectively arranged below two girders (13), two masters
The both ends of beam (13) set lifting running gear (2) respectively, and the road wheel lower end of lifting running gear (2) sets track (10)；
Lifting door frame (1) top both sides are symmetrical arranged traversing supporting sleeve (9), and lifting door frame (1) both sides are symmetrical arranged two horizontal strokes
Support meanss (8) are moved, traversing casing bit (8) and traversing supporting sleeve (9) outer end of both sides set two pieces of side templates respectively
(3)；
Lift in the support body of door frame (1) both sides and template hydraulic cylinder (12), the liter of template hydraulic cylinder (12) cylinder rod upper end are set respectively
Descending branch strut, the lift supporting rod upper end of template hydraulic cylinder (12) set top template (4), and top template (4) one end sets oblique angle mould
Plate (5), top template (4) other end set right angle form (6), top template (4) both ends respectively with oblique angle template (5), right angle form
(6) angle mould spin axis (14) is set between；
Oblique angle template (5), right angle form (6) lower end are correspondingly arranged with the upper end of side template (3) as piping lane pattern plate, oblique angle respectively
Template (5), right angle form (6) lower end are respectively set to outer oblique angle, and the upper end of side template (3) corresponds to oblique angle template (5), straight respectively
The gradient at the outer oblique angle of Angle formwork (6) sets inner bevel；
During piping lane lining construction, the lifting running gear (2) of piping lane formwork jumbo (11) enters piping lane tunnel by track (10)
In construction section, lifting running gear (2) stop.
A kind of 2. construction technology of underground pipe gallery construction mobile jumbo device according to claim 1, it is characterised in that：Rise
After dropping running gear (2) stopping, piping lane formwork jumbo (11) promotes lift supporting rod to make by the cylinder rod of template hydraulic cylinder (12)
Top template (4) raises in place, and template hydraulic cylinder (12) stops.
A kind of 3. construction technology of underground pipe gallery construction mobile jumbo device according to claim 1, it is characterised in that：Mould
After plate hydraulic cylinder (12) stops, top template (4) both ends by rotating angle mould spin axis (14), make oblique angle template (5), right angle mould respectively
Plate (6) is fixed after outwards strutting respectively to upper arm and top template (4) level.
A kind of 4. construction technology of underground pipe gallery construction mobile jumbo device according to claim 1, it is characterised in that：Tiltedly
After Angle formwork (5), right angle form (6) outwards strut fixation respectively, the traversing casing bit (8) of lifting door frame (1) both sides is respectively
Side template (3) is pushed out by hydraulic cylinder, make both sides side template (3) upper end inclined-plane respectively with oblique angle template (5), right angle
Stop after the docking of template (6) inclined-plane；Side template (3) docked respectively with oblique angle template (5), right angle form (6) after template outside
For piping lane type, the formwork of completion piping lane template.
A kind of 5. construction technology of underground pipe gallery construction mobile jumbo device according to claim 1, it is characterised in that：Pipe
After the completion of corridor template formwork, by the working window in template to casting concrete on the outside of template, casting concrete is completed to treat coagulation
After soil solidification, traversing casing bit (8) pulls side template (3) return by hydraulic cylinder respectively, by rotating angle mould spin axis (14)
Oblique angle template (5), right angle form (6) return are packed up respectively, and top template (4) return is reduced by template hydraulic cylinder (12) cylinder rod,
Complete the demoulding；After completing the demoulding, the piping lane for driving piping lane formwork jumbo (11) to enter next section by lifting running gear (2) serves as a contrast
Build construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710845815.3A CN107630463A (en) | 2017-09-19 | 2017-09-19 | A kind of construction technology of underground pipe gallery construction mobile jumbo device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710845815.3A CN107630463A (en) | 2017-09-19 | 2017-09-19 | A kind of construction technology of underground pipe gallery construction mobile jumbo device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107630463A true CN107630463A (en) | 2018-01-26 |
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ID=61102232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710845815.3A Pending CN107630463A (en) | 2017-09-19 | 2017-09-19 | A kind of construction technology of underground pipe gallery construction mobile jumbo device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108756956A (en) * | 2018-07-30 | 2018-11-06 | 洛阳高飞桥隧机械有限公司 | A kind of anchor bar of waterproof plate in tunnels reinforcement trolley is laid with the application method of positioning device |
| CN111608199A (en) * | 2020-05-25 | 2020-09-01 | 中铁隧道集团二处有限公司 | Lateral formwork translation driving mechanism for pipe gallery concrete construction |
| CN112593573A (en) * | 2020-11-02 | 2021-04-02 | 北京城建设计发展集团股份有限公司 | Underground pipe gallery concrete formwork system and using method thereof |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108756956A (en) * | 2018-07-30 | 2018-11-06 | 洛阳高飞桥隧机械有限公司 | A kind of anchor bar of waterproof plate in tunnels reinforcement trolley is laid with the application method of positioning device |
| CN111608199A (en) * | 2020-05-25 | 2020-09-01 | 中铁隧道集团二处有限公司 | Lateral formwork translation driving mechanism for pipe gallery concrete construction |
| CN112593573A (en) * | 2020-11-02 | 2021-04-02 | 北京城建设计发展集团股份有限公司 | Underground pipe gallery concrete formwork system and using method thereof |
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Application publication date: 20180126 |
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