CN108867420A - All-hydraulic automatically walk culvert abutment body trolley and construction technology process - Google Patents

All-hydraulic automatically walk culvert abutment body trolley and construction technology process Download PDF

Info

Publication number
CN108867420A
CN108867420A CN201811085564.4A CN201811085564A CN108867420A CN 108867420 A CN108867420 A CN 108867420A CN 201811085564 A CN201811085564 A CN 201811085564A CN 108867420 A CN108867420 A CN 108867420A
Authority
CN
China
Prior art keywords
hydraulic
external mold
internal model
trolley
template
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
Application number
CN201811085564.4A
Other languages
Chinese (zh)
Inventor
唐士润
王广田
王强
***
赵鹏栋
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.)
Gansu Heng Jie Luqiao Maintenance Technology Co Ltd
Original Assignee
Gansu Heng Jie Luqiao Maintenance Technology 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 Gansu Heng Jie Luqiao Maintenance Technology Co Ltd filed Critical Gansu Heng Jie Luqiao Maintenance Technology Co Ltd
Priority to CN201811085564.4A priority Critical patent/CN108867420A/en
Publication of CN108867420A publication Critical patent/CN108867420A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01FADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F5/00Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
    • E01F5/005Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/102Removable shuttering; Bearing or supporting devices therefor
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/105Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention discloses a kind of all-hydraulic automatically walk culvert abutment body trolleys, including traveling wheel, walking bottom framework, track, main mould plate framework, internal model, external mold, hydraulic system, vibrational system and distribution system, the internal model and external mold are that monolithic construction is fixed on steel body frame, the internal model, it is connected between external mold and main mould plate framework by demoulding system, the demoulding system includes set on several hydraulic cylinders between main mould plate framework and template, the vibrational system includes several form vibrators, the form vibrator is installed in inner template and external mold plate framework.The present invention discloses a kind of construction technology process of all-hydraulic automatically walk culvert abutment body trolley.The problem of present invention preferably solves the form joint faulting of slab ends occurred during culvert construction, and template assembly takes a long time, and how when form removable is protected finished product concrete.Working efficiency and operating cost are effectively raised, the income of labor operation person is increased.

Description

All-hydraulic automatically walk culvert abutment body trolley and construction technology process
Technical field
It is wide that the present invention relates to scope of uses, is mainly used in the construction that highway engineering Culvert engineering contains platform, is a kind of operation Simplicity guarantees presentation quality, saves the construction equipment of human resources.
Background technique
Still largely bridges and culverts structure is pacified using assembled formwork in existing highway engineering culvert abutment body construction Dress pours, and occurs joint dislocation of formwork in work progress and does not meet《Road Engineering Quality Checking And Evaluation standard》Requirement.It pours Occurs swollen mould situation in the process, shuttering supporting is not in place.Go out due to human factor disassembly is not removed according to process when form removal The problems such as now falling stupefied arrisdefect.Traditional construction technology, maximum defect are as follows:
1. template assembly and supporting need to use a large amount of hack lever and template, consumption of materials is big, can not save the cost.
2. scene need to be more with personnel, operation team disbursement is higher.
3. operating personnel is more, existing security risk risk increases, unfavorable to security control.
Under the conditions of existing construction technology, high-grade highway culvert requires to attain a yet higher goal.How machine is preferably realized Tool, standardization are the major issues for continuing to solve that we are faced now.
Summary of the invention
To solve the above problem present in the prior art and actual conditions, the present invention provides a kind of all-hydraulic automatically walk Culvert abutment body trolley, including traveling wheel, walking bottom framework, track, main mould plate framework, internal model, external mold, hydraulic system, vibration system Traveling wheel is arranged below in system and distribution system, the walking bottom framework, and the main mould plate framework is located above walking bottom framework, institute It states internal model and external mold is that monolithic construction is fixed on steel body frame, pass through between the internal model, external mold and main mould plate framework The connection of demoulding system, the demoulding system include set on several hydraulic cylinders between main mould plate framework and template, hydraulic cylinder Cylinder barrel be connected in end with main mould plate framework or template, the end of piston rod is connected with template or main mould plate framework, institute The inside that internal model is located at external mold is stated, the vibrational system includes several form vibrators, and the form vibrator is installed on In inner template and external mold plate framework.
Preferably, trolley traveling bottom framework with a thickness of 300 × 200 × 10 rectangular steel pipes by being welded.
Preferably, the wheel shaft centre distance orbital plane 15cm of the traveling wheel.
Preferably, internal model and external mold are panel with a thickness of 8mm steel plate by No. 18 channel steels welding body frames.
Preferably, the hydraulic system is made of hydraulic power unit, hydraulic oil pipe and hydraulic oil discharge mechanism.
Present invention simultaneously provides a kind of construction technology process of above-mentioned all-hydraulic automatically walk culvert abutment body trolley:
1) trolley assembles in place:
It is required that basis is smooth;Track is linked away from 84cm according to orbit centre;Truck crane lifts on main frame to track, lifting Then internal model link hydraulic cylinder lifts external mold and is fixed temporarily and lifts external mold main frame again, finally link oil cylinder and power on and liquid Pressure pipe road;
No load test:
Trial operation walking and the whether comfortable trouble-free operation of hydraulic system, wall size is contained in adjustment compartment makes hydraulic cylinder to design Position has bound reinforcing bar and then trolley has been promoted to pour, and attached type vibrator is first lower and upper both sides pour gradually to vibrate and prevent simultaneously Mould vehicle integral shift;
3, internal model is detached from:
Equal concrete coagulations are to can be with demoulding time, release platform cap and wall chain connecting bolt 3cm first, oriented manipulation platform liquid Bottom water chestnut is packed up on left No. 1 of the pressure handle right side 1, then wall form free-falling 3cm shrinks the left 2 trumpeter's handles in the right side 2 and shrinks wall master Template 5cm-10cm, while shrinking the left 3 trumpeter's handles in the right side 3 and make platform cap and master module outreach raising simultaneously, internal model disengaging finishes;
4) external mold is detached from:The right 4 trumpeter's handles in a left side 4, which are shunk, is detached from external mold, and the right 5 trumpeter's handle raisings in a left side 5 lift external mold and are detached from ground, Having bound reinforcing bar promotes trolley to carry out next mould, and attached vibrator button is dubbed before demoulding prevents concrete bonding template.
The all-hydraulic automatically walk culvert abutment body trolley construction of the present invention, preferably solves the mould occurred during culvert construction The problem of plate seam faulting of slab ends, template assembly take a long time, and how when form removable is protected finished product concrete.Effectively mention High working efficiency and operating cost, increase the income of labor operation person.
Beneficial effect:
1, using all-hydraulic automatically walk culvert abutment body trolley, avoid that template assembly, hack lever support is not in place is occurred Swollen mould, faulting of slab ends, piece.More satisfied product has been surrendered for client.
2, make culvert job execution more mechanization, reduce personnel depaly, reduce security risk.One culvert abutment body coagulation Soil construction only needs 4 people of personnel.Profit margin preferably is created for operation team, operating personnel can be allowed to obtain more Return.
3, project cost expenditure is reduced, the quantity of template and the quantity of steel tube frame are reduced.It is active and effective to be Project cost control increases brick and adds watt.
4, abutment body, the molding of platform cap one-time-concreting, accelerate speed of application, effectively shorten the construction period, improve work Cheng Jindu.
Detailed description of the invention
Fig. 1 is the cross-section diagram of the all-hydraulic automatically walk culvert abutment body trolley of the embodiment of the present invention.
Fig. 2 is the structural schematic diagram of the exterior sheathing of the all-hydraulic automatically walk culvert abutment body trolley of the embodiment of the present invention.
Fig. 3 is the structural schematic diagram of the inner template of the all-hydraulic automatically walk culvert abutment body trolley of the embodiment of the present invention.
Fig. 4 is the structural schematic diagram of the big frame of the all-hydraulic automatically walk culvert abutment body trolley of the embodiment of the present invention.
Specific embodiment
(1) all-hydraulic automatically walk culvert abutment body trolley production method:
Box culvert steel formwork trolley is by walking bottom framework 12, main mould plate framework 13, internal model 14, external mold 15, hydraulic system, vibration System and distribution system composition.
1, trolley traveling bottom framework 12 with a thickness of 300 × 200 × 10 rectangular steel pipes by being welded.Welding process weld seam is strong Degree must satisfy code requirement.Traveling wheel 11 will be installed in parallel, wheel shaft centre distance orbital plane 15cm, movable motor and speed reducer It is installed according to actual size.Trolley traveling speed is 5m/min.
2, main mould plate framework 13 is trolley core component.It is welded by 320 × 200 × 10 H profile steel.Main frame is not only The body frame that the contraction or external mold for shoring internal model are shunk.It needs absolutely to control effective dimensions in welding.
3, internal model 14 and external mold 15 are panel with a thickness of 8mm steel plate by No. 18 channel steels welding body frames.
4, hydraulic system is made of hydraulic power unit, hydraulic oil pipe and hydraulic oil discharge mechanism.Hydraulic power unit installs multi-way valve Door meets the contraction support of trolley internal model and external mold.Every set oil circuit is equipped with four sets of hydraulic cylinders.
5, trolley is equipped with form vibrator according to panel area, is mounted on template framework, it is ensured that concrete compaction.
6, trolley is furnished with open circuit protection power distribution cabinet, protects trolley circuit.
In figure, 16 be demoulding system.
(2) all-hydraulic automatically walk culvert abutment body trolley construction technology process:
1, trolley assembles in place:
It is required that basis is smooth;Track is linked away from 84cm according to orbit centre.Truck crane lifts on main frame to track, lifting Then internal model link hydraulic cylinder lifts external mold and is fixed temporarily and lifts external mold main frame again, finally link oil cylinder and power on and liquid Pressure pipe road!
No load test:
Trial operation walking and the whether comfortable trouble-free operation of hydraulic system, wall size is contained in adjustment compartment makes hydraulic cylinder to design Position has bound reinforcing bar and then trolley has been promoted to pour.Attached type vibrator is first lower and upper both sides pour gradually to vibrate and prevent simultaneously Mould vehicle integral shift.
3, internal model is detached from:(a handle left side 1,2,3,4,5, the right side 1,2,3,4,5)
Equal concrete coagulations are to can be with demoulding time, release platform cap and wall chain connecting bolt 3cm first, oriented manipulation platform liquid Bottom water chestnut is packed up on left No. 1 of the pressure handle right side 1, then wall form free-falling 3cm shrinks the left 2 trumpeter's handles in the right side 2 and shrinks wall master Template (5cm-10cm) shrinks the left 3 trumpeter's handles in the right side 3 simultaneously makes platform cap and master module outreach raising simultaneously, and internal model disengaging finishes.
4, external mold is detached from:(a handle left side 1,2,3,4,5, the right side 1,2,3,4,5)
The right 4 trumpeter's handles in a left side 4, which are shunk, is detached from external mold.The right 5 trumpeter's handle raisings in a left side 5 lift external mold and are detached from ground.Reinforcing bar is bound Trolley is promoted to carry out next mould.Attached vibrator button is dubbed before demoulding prevents concrete bonding template.
Five attached vibrators are distributed inside and outside all-hydraulic automatically walk culvert trolley, to internal vibration stick into It has gone reinforcement, has preferably guaranteed the presentation quality of concrete.
(3) all-hydraulic automatically walk culvert abutment body trolley construction characteristic:
1, monoblock type template can guarantee that culvert abutment body does not occur faulting of slab ends and piece.
2, the drawbacks of hydraulic support system is supported by the integrated hydraulic to template, reduces manual demolition template.
3, formwork jumbo realizes the one-time formed perfect combination of abutment body platform cap, avoids because platform cap shuttering supporting is because reinforcing Problem and the faulting of slab ends occurred.
4, self-propelled formwork jumbo is controlled by track operating system, after the completion of pouring, makes Schaltisch by self-operating device Vehicle in axial direction relies on track average rate to move ahead, and ensure that the coaxial flat, straight, suitable of stepping casting concrete.
5, the quality of vibrating that concrete is strengthened using attached vibrator, improves construction technology.
Formwork jumbo can be increased according to culvert actual table height, can be widely used in culvert abutment body and pour.
2018, in Gansu, perseverance reached the garden G215 Xian Liu to the Dunhuang highway work that road and bridge engineering Group Co., Ltd undertakes the construction of The invention device has been used in journey PPP project.The hydraulic automatically walk trolley is fast with seating velocity, work efficiency is high, wind resistance The advantages that husky ability is strong, mobile flexible.The hydraulic automatically walk trolley efficiently solves in culvert abutment body work progress, occurs The technical problems such as thickness of protection tier is difficult to control, form joint faulting of slab ends, concrete leakiness.The trolley platform cap, wall can Primary concreting, works overall appearance quality is good after the completion of pouring;Template efficiently utilizes, the construction period shortens, cost drop It is low obvious.
The foregoing is only a preferred embodiment of the present invention, is not intended to restrict the invention, although referring to aforementioned reality Applying example, invention is explained in detail, for those skilled in the art, still can be to aforementioned each implementation Technical solution documented by example is modified or equivalent replacement of some of the technical features.It is all in essence of the invention Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.

Claims (6)

1. a kind of all-hydraulic automatically walk culvert abutment body trolley, which is characterized in that including traveling wheel, walking bottom framework, track, master Traveling wheel is arranged below in template framework, internal model, external mold, hydraulic system, vibrational system and distribution system, the walking bottom framework, The main mould plate framework is located above walking bottom framework, and the internal model and external mold are that monolithic construction is fixed at steel body frame On, it is connected between the internal model, external mold and main mould plate framework by demoulding system, the demoulding system includes being set to main mould sheet frame The cylinder barrel of several hydraulic cylinders between frame and template, hydraulic cylinder is connected in end with main mould plate framework or template, piston The end of bar is connected with template or main mould plate framework, and the internal model is located at the inside of external mold, and the vibrational system includes several Form vibrator, the form vibrator are installed in inner template and external mold plate framework.
2. all-hydraulic automatically walk culvert abutment body trolley according to claim 1, which is characterized in that trolley traveling bottom framework By being welded with a thickness of 300 × 200 × 10 rectangular steel pipes.
3. the all-hydraulic automatically walk culvert abutment body trolley according to claim, which is characterized in that the wheel of the traveling wheel Axis center is apart from orbital plane 15cm.
4. all-hydraulic automatically walk culvert abutment body trolley according to claim 1, which is characterized in that internal model and external mold are by 18 Number channel steel welds body frame, is panel with a thickness of 8mm steel plate.
5. all-hydraulic automatically walk culvert abutment body trolley according to claim 1, which is characterized in that the hydraulic system by Hydraulic power unit, hydraulic oil pipe and hydraulic oil discharge mechanism composition.
6. a kind of construction technology process of all-hydraulic automatically walk culvert abutment body trolley of any of claims 1-5:
1) trolley assembles in place:
It is required that basis is smooth;Track is linked away from 84cm according to orbit centre;Truck crane lifts on main frame to track, lifts internal model Then link hydraulic cylinder lifts external mold and is fixed temporarily and lifts external mold main frame again, finally link oil cylinder and power on and hydraulic tube Road;
No load test:
Trial operation walking and the whether comfortable trouble-free operation of hydraulic system, wall size is contained in adjustment compartment makes hydraulic cylinder to design portion Position has bound reinforcing bar and then trolley has been promoted to pour, and attached type vibrator is first lower and upper both sides pour gradually to vibrate and prevent mould simultaneously Vehicle integral shift;
3, internal model is detached from:
Equal concrete coagulations are to can be with demoulding time, release platform cap and wall chain connecting bolt 3cm first, the hydraulic hand of oriented manipulation platform Bottom water chestnut is packed up on left No. 1 of the handle right side 1, then wall form free-falling 3cm shrinks the left 2 trumpeter's handles in the right side 2 and shrinks wall master module 5cm-10cm, while shrinking the left 3 trumpeter's handles in the right side 3 and make platform cap and master module outreach raising simultaneously, internal model disengaging finishes;
4) external mold is detached from:The right 4 trumpeter's handles in a left side 4, which are shunk, is detached from external mold, and the right 5 trumpeter's handle raisings in a left side 5 lift external mold and are detached from ground, binding Good reinforcing bar promotes trolley to carry out next mould, and attached vibrator button is dubbed before demoulding prevents concrete bonding template.
CN201811085564.4A 2018-09-18 2018-09-18 All-hydraulic automatically walk culvert abutment body trolley and construction technology process Pending CN108867420A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811085564.4A CN108867420A (en) 2018-09-18 2018-09-18 All-hydraulic automatically walk culvert abutment body trolley and construction technology process

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811085564.4A CN108867420A (en) 2018-09-18 2018-09-18 All-hydraulic automatically walk culvert abutment body trolley and construction technology process

Publications (1)

Publication Number Publication Date
CN108867420A true CN108867420A (en) 2018-11-23

Family

ID=64324391

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811085564.4A Pending CN108867420A (en) 2018-09-18 2018-09-18 All-hydraulic automatically walk culvert abutment body trolley and construction technology process

Country Status (1)

Country Link
CN (1) CN108867420A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110315465A (en) * 2019-08-06 2019-10-11 安徽水利开发有限公司 Culvert merogenesis steel lining auxiliary installation device
CN110468748A (en) * 2019-08-08 2019-11-19 福建祝融工程机械有限公司 A kind of culvert trolley
CN111809536A (en) * 2020-08-07 2020-10-23 中铁五局集团建筑工程有限责任公司 Integrally-moving box culvert template and construction method thereof
CN112779929A (en) * 2021-02-08 2021-05-11 北京场道市政工程集团有限公司 Pouring and installing method of comprehensive pipe gallery
CN113047189A (en) * 2021-03-24 2021-06-29 中国五冶集团有限公司 Movable formwork for culvert construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101372261B1 (en) * 2013-01-23 2014-03-10 현대알루미늄(주) Box form structure for culvert construction
CN104533456A (en) * 2014-12-15 2015-04-22 中铁上海工程局集团有限公司 Super-large section chamber reinforced concrete modelling construction method
CN104632251A (en) * 2014-12-31 2015-05-20 上海市机械施工集团有限公司 Integrally cast type mould plate trolley and construction method of concrete pouring of underground passage
CN106906758A (en) * 2017-04-27 2017-06-30 中交二公局东萌工程有限公司 A kind of culvert fluid pressure type entire combination moving die plate
CN209162667U (en) * 2018-09-18 2019-07-26 甘肃恒捷路桥养护科技有限公司 All-hydraulic automatically walk culvert abutment body trolley

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101372261B1 (en) * 2013-01-23 2014-03-10 현대알루미늄(주) Box form structure for culvert construction
CN104533456A (en) * 2014-12-15 2015-04-22 中铁上海工程局集团有限公司 Super-large section chamber reinforced concrete modelling construction method
CN104632251A (en) * 2014-12-31 2015-05-20 上海市机械施工集团有限公司 Integrally cast type mould plate trolley and construction method of concrete pouring of underground passage
CN106906758A (en) * 2017-04-27 2017-06-30 中交二公局东萌工程有限公司 A kind of culvert fluid pressure type entire combination moving die plate
CN209162667U (en) * 2018-09-18 2019-07-26 甘肃恒捷路桥养护科技有限公司 All-hydraulic automatically walk culvert abutment body trolley

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110315465A (en) * 2019-08-06 2019-10-11 安徽水利开发有限公司 Culvert merogenesis steel lining auxiliary installation device
CN110468748A (en) * 2019-08-08 2019-11-19 福建祝融工程机械有限公司 A kind of culvert trolley
CN110468748B (en) * 2019-08-08 2024-05-14 福建祝融工程机械有限公司 Culvert trolley
CN111809536A (en) * 2020-08-07 2020-10-23 中铁五局集团建筑工程有限责任公司 Integrally-moving box culvert template and construction method thereof
CN112779929A (en) * 2021-02-08 2021-05-11 北京场道市政工程集团有限公司 Pouring and installing method of comprehensive pipe gallery
CN113047189A (en) * 2021-03-24 2021-06-29 中国五冶集团有限公司 Movable formwork for culvert construction

Similar Documents

Publication Publication Date Title
CN108867420A (en) All-hydraulic automatically walk culvert abutment body trolley and construction technology process
CN209162667U (en) All-hydraulic automatically walk culvert abutment body trolley
CN105386778B (en) Tunnel excavation lining construction chassis and tunnel excavation lining construction method
CN104612061B (en) A kind of suspension open type hanging basket device and construction method thereof
CN106223360A (en) Use the open cut cast in place and precast construction subway station construction method of stake supporting system
CN105804395B (en) Stair continuously poured in one molding construction method based on monoblock type typified form
CN105350454B (en) Steel arch rib outer wrapped concrete construction method for steel trussed arch bridge
CN102251481B (en) Railway pier layered construction method and construction device
CN113235472A (en) Concrete placement platform truck is contained to apron
CN110273695A (en) A kind of Tunnel Second Lining formwork jumbo and its stage molding pouring procedure
CN107460985A (en) A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal
CN107386246A (en) A kind of lock chamber wall Construction Through Form on Traveler method
CN106836286A (en) Underground engineering assembly concrete air channel and its construction method
CN207004536U (en) A kind of constructing tunnel inverted arch chassis
CN108582426A (en) A kind of producing device and production method of stiffened column
CN205243529U (en) Tunnel secretly digs lining construction platform truck
CN106284103B (en) Steel reinforced concrete combination beam roof steel bar concrete high-altitude cantilever pouring construction method
CN210061545U (en) Prefabricated T roof beam concrete placement platform truck
CN207376882U (en) A kind of assembly concrete variable cross-section newel post type shearing wall member and its making mold
CN107366427B (en) A kind of city cast-in-situ hollow Sandwich Plates concrete construction method
CN109605547A (en) A kind of prefabricated piping lane rapid molding device and method
CN109162737A (en) A kind of self-styled reinforcing steel bar-binding bench vehicle
CN108930406A (en) Construction method for large-formwork narrow-space wall based on integral assembly
CN205638479U (en) Big section tunnel of formula of walking secretly digs lining cutting platform truck
CN209633287U (en) A kind of prefabricated piping lane rapid molding device

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