Nothing Special   »   [go: up one dir, main page]

CN113137059A - Construction device for cast-in-place concrete anti-collision wall movable formwork - Google Patents

Construction device for cast-in-place concrete anti-collision wall movable formwork Download PDF

Info

Publication number
CN113137059A
CN113137059A CN202110596303.4A CN202110596303A CN113137059A CN 113137059 A CN113137059 A CN 113137059A CN 202110596303 A CN202110596303 A CN 202110596303A CN 113137059 A CN113137059 A CN 113137059A
Authority
CN
China
Prior art keywords
lifting frame
connecting rod
oil cylinder
cast
place concrete
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.)
Granted
Application number
CN202110596303.4A
Other languages
Chinese (zh)
Other versions
CN113137059B (en
Inventor
崔江
左美熙
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.)
China 22MCC Group Corp Ltd
Original Assignee
China 22MCC Group Corp 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 China 22MCC Group Corp Ltd filed Critical China 22MCC Group Corp Ltd
Priority to CN202110596303.4A priority Critical patent/CN113137059B/en
Publication of CN113137059A publication Critical patent/CN113137059A/en
Application granted granted Critical
Publication of CN113137059B publication Critical patent/CN113137059B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/20Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/30Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The invention relates to template construction of an anti-collision wall, in particular to a movable formwork construction device for a cast-in-place concrete anti-collision wall. The lifting frame, the middle lifting frame and the lifting frame are connected with a lifter at the top of the door frame through flexible connectors respectively, two ends of the lower lifting frame, the middle lifting frame and the lifting frame are fixedly connected with a lower oil cylinder, a middle oil cylinder and an upper oil cylinder which are extended outwards respectively, the lower oil cylinder and the middle oil cylinder are detachably connected with the upper portion and the lower portion of the wall inner formwork respectively, the front end of a piston rod of the upper oil cylinder is fixedly connected with an upper connecting rod and a lower connecting rod in sequence, the upper connecting rod and the lower connecting rod are detachably connected with the upper portion and the lower portion of the wall outer formwork respectively, and a stabilizing pull rod is arranged between the lower connecting rod and the upper connecting rod. The invention realizes the mechanized mounting and dismounting construction of the anti-collision guardrail template; the construction efficiency is improved, the risk of template allocation and transportation operation is effectively reduced, and the safety is improved.

Description

Construction device for cast-in-place concrete anti-collision wall movable formwork
Technical Field
The invention relates to template construction of an anti-collision wall, in particular to a movable formwork construction device for a cast-in-place concrete anti-collision wall.
Background
When the cast-in-place concrete anti-collision wall steel formwork is used for supporting and dismantling construction, construction is mostly carried out by manually matching a hoisting device (such as a crane). The crane needs to be frequently moved in construction, construction efficiency is low, and safety risks exist in the hoisting process.
Disclosure of Invention
The invention aims to solve the technical problems and provides a construction device for a movable formwork of a cast-in-place concrete anti-collision wall, which improves the construction efficiency.
The technical scheme adopted by the invention for solving the technical problems is as follows:
the utility model provides a cast in situ concrete anticollision wall moving die carrier construction equipment, including the dolly, the front end on dolly chassis is equipped with vertical portal, by supreme horizontal lower crane of being equipped with in proper order down in the portal, well crane and the frame that falls that rises, lower crane, well crane and the frame that falls that rises are connected with the riser at portal top through flexonics spare respectively, lower crane, the both ends of well crane and the frame that falls that rises rigid coupling respectively, well hydro-cylinder and last hydro-cylinder, lower hydro-cylinder, well hydro-cylinder can be dismantled with the upper portion and the lower part of wall body inner formword respectively and be connected, the front end of the piston rod of last hydro-cylinder is connected with connecting rod and lower connecting rod in proper order, go up connecting rod and lower connecting rod can dismantle with the upper portion and the lower part of wall body outer formword respectively and be connected, be equipped with the stabilizer link between lower connecting rod and the last connecting rod.
Compared with the prior art, the invention adopting the technical scheme has the beneficial effects that:
the mechanical mounting and dismounting construction of the anti-collision guardrail template is realized; the construction efficiency is improved, and the construction cost is reduced; the risk of template allocation and transportation operation is effectively reduced, and the safety is improved.
Further, the optimization scheme of the invention is as follows:
the lifter is a steel wire rope electric hoist or a ring chain electric hoist.
And piston rods of the lower oil cylinder and the middle oil cylinder are respectively connected with a lower lug seat and an upper lug seat of the wall inner template through bolts.
The two ends of the upper connecting rod and the lower connecting rod are respectively fixedly connected with the lug plate, and the lower ends of the upper connecting rod and the lower connecting rod are respectively connected with an upper connecting seat and a lower connecting seat on the outer surface of the wall body outer formwork through bolts.
The lower lifting frame, the middle lifting frame and the upper lifting frame are respectively connected with the two lifters through two flexible connecting pieces.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present invention;
FIG. 2 is a schematic view of the connection between the oil cylinder and the lifting frame in the embodiment of the invention.
In the figure: a trolley 1; 1-1 of a chassis; 1-2 of wheels; a gantry 2; a lower lifting frame 3; a middle lifting frame 4; an ascending and descending frame 5; a lower oil cylinder 6; a middle oil cylinder 7; an upper oil cylinder 8; a flexible connection 9; a lifter 10; an upper connecting rod 11; a lower connecting rod 12; a stabilizing tie 13; a wall inner formwork 14; a lower ear mount 15; an upper ear mount 16; a bolt 17; an outer wall form 18; an upper connecting seat 19; a lower connecting socket 20.
Detailed Description
The invention is further described in detail below with reference to the figures and examples.
Referring to fig. 1 and 2, the invention relates to a construction device for a movable formwork of a cast-in-place concrete anti-collision wall, which comprises a trolley 1, a portal frame 2, a lifting frame, an oil cylinder, a lifter 10 and the like. The trolley 1 is a forklift body, four wheels 1-2 are arranged on a chassis 1-1 of the trolley 1, the trolley 1 has a 360-degree steering mode function, and the trolley 1 is provided with an operating platform and a hydraulic system. The front end of the chassis 1-1 is provided with a vertical portal 2, and the section of a vertical frame of the portal 2 is U-shaped. The gantry 2 is internally provided with a transverse lower lifting frame 3, a middle lifting frame 4 and an ascending lifting frame 5 from bottom to top in sequence, the lower lifting frame 3, the middle lifting frame 4 and the ascending lifting frame 5 are rectangular welding components, two ends of the rear side surface of the lower lifting frame 3, the middle lifting frame 4 and the ascending lifting frame 5 are respectively welded with a sliding block, the sliding blocks are respectively arranged in U-shaped grooves of two vertical frames of the gantry 2, and the vertical frames are used as tracks of the three lifting frames. Two ends of the front side of the lower lifting frame 3 are respectively provided with a lower oil cylinder 6 which horizontally extends outwards, two ends of the front side of the middle lifting frame 4 are respectively provided with an middle oil cylinder 7 which horizontally extends outwards, two ends of the front side of the upper lifting frame 5 are respectively provided with an upper oil cylinder 8 which horizontally extends outwards, each oil cylinder is controlled by a hydraulic system, and the control system is arranged on an operation platform of the trolley 1.
The two ends of the top surface of the lower lifting frame 3 are respectively fixedly connected with the lower end of a flexible connecting piece 9, the flexible connecting piece 9 is connected with a lifter 10 right above the flexible connecting piece 9, the lifter 10 is installed on a cross beam of the portal frame 2, the lifter 10 is a steel wire rope electric hoist or a ring chain electric hoist, and the flexible connecting piece 9 is a steel wire rope or a ring chain. The middle lifting frame 4 and the lifting frame 5 are respectively provided with two groups of flexible connecting pieces 9 and a lifter 10. The flexible connecting piece 9 and the lifter 10 of each lifting frame are longitudinally staggered. The lifting control system is arranged on the trolley operation platform and is used for controlling the lifter 10 of each lifting frame.
The piston rod of the lower oil cylinder 6 is connected with a lower lug seat 15 on the outer surface of the wall inner formwork 14 through a bolt 17, the lower lug seat 15 is welded with the wall inner formwork 14, and the piston rod of the middle oil cylinder 7 is connected with an upper lug seat 16 of the wall inner formwork 14 through the bolt 17. An upper connecting rod 11 and a lower connecting rod 12 are sequentially installed at the front end of a piston rod of an upper oil cylinder 8, lug plates are respectively welded at two ends of the upper connecting rod 11 and two ends of the lower connecting rod 12, the lug plates at the upper ends of the upper connecting rod 11 and the lower connecting rod 12 are respectively connected with the upper oil cylinder 8 through bolts, the lug plates at the lower ends of the upper connecting rod 11 and the lower connecting rod 12 are respectively connected with an upper connecting seat 19 and a lower connecting seat 20 on the outer surface of a wall body outer formwork 18 through bolts, the upper connecting seat 19 and the lower connecting seat 20 are welded with the wall body outer formwork 18, a stabilizing pull rod 13 is arranged between the upper connecting rod 11 and the lower connecting rod 12, the upper end of the stabilizing pull rod 13 is connected with the upper connecting seat 19, the lower end of the stabilizing pull rod 13 is connected with the middle part of the lower connecting rod 12 through bolts, and the upper connecting rod 11, the lower connecting rod 12 and the stabilizing pull rod 13 form a triangular stabilizing body.
When the anti-collision wall needs to be demolded after being poured, the anti-collision wall is driven to the front of the template. Piston rods of the two lower oil cylinders 6 of the lower lifting frame 3 are controlled and are connected with the lower lug seat 15 of the wall inner template 14 through bolts; the piston rods of the two middle oil cylinders 7 of the middle lifting frame 4 are controlled and are connected with the upper lug seats 16 of the wall inner formworks 14 through bolts; two upper oil cylinders 8 of the lifting frame 5 are controlled, the upper oil cylinders 8 cross over the top of an anti-collision wall and a guardrail, the outer ends of piston rods of the upper oil cylinders 8 are located on the outer side of the wall, an upper connecting rod 11 and a lower connecting rod 12 are respectively connected with an upper connecting seat 19 and a lower connecting seat 20 through bolts, after connection is finished, the upper connecting rod 11 and the lower connecting rod 12 are fixedly connected through a stabilizing pull rod 13, and temporary consolidation between templates is removed. And operating the hydraulic control valve to enable the piston rods of the lower oil cylinder 6 and the middle oil cylinder 7 to retract and lift to separate the wall inner formwork 14, and the piston rod of the upper oil cylinder 8 to extend and lift to separate the wall outer formwork 18. After the template is separated, the trolley starts to drive to the next section of supporting surface, the lifter and the oil cylinder are controlled to accurately position the template, then the template is temporarily fixed, and after the template is positioned and fixed, the connecting bolt is pulled out to separate the template from the device.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the scope of the present invention, which is defined in the appended claims.

Claims (5)

1. The utility model provides a cast in situ concrete anticollision wall moving die carrier construction equipment, includes the dolly, and the front end on dolly chassis is equipped with vertical portal, its characterized in that: the gantry is internally provided with a transverse lower lifting frame, a middle lifting frame and an upper lifting frame from bottom to top in sequence, the lower lifting frame, the middle lifting frame and the upper lifting frame are respectively connected with a lifter at the top of the gantry through flexible connectors, two ends of the lower lifting frame, the middle lifting frame and the upper lifting frame are respectively and fixedly connected with a lower oil cylinder, a middle oil cylinder and an upper oil cylinder which extend outwards, the lower oil cylinder and the middle oil cylinder are respectively and detachably connected with the upper part and the lower part of a wall inner formwork, the front end of a piston rod of the upper oil cylinder is sequentially and fixedly connected with an upper connecting rod and a lower connecting rod, the upper connecting rod and the lower connecting rod are respectively and detachably connected with the upper part and the lower.
2. The cast-in-place concrete anti-collision wall movable formwork construction device according to claim 1, characterized in that: the lifter is a steel wire rope electric hoist or a ring chain electric hoist.
3. The cast-in-place concrete anti-collision wall movable formwork construction device according to claim 1, characterized in that: and piston rods of the lower oil cylinder and the middle oil cylinder are respectively connected with a lower lug seat and an upper lug seat of the wall inner template through bolts.
4. The cast-in-place concrete anti-collision wall movable formwork construction device according to claim 1, characterized in that: the two ends of the upper connecting rod and the lower connecting rod are respectively fixedly connected with the lug plate, and the lower ends of the upper connecting rod and the lower connecting rod are respectively connected with an upper connecting seat and a lower connecting seat on the outer surface of the wall body outer formwork through bolts.
5. The cast-in-place concrete anti-collision wall movable formwork construction device according to claim 1, characterized in that: the lower lifting frame, the middle lifting frame and the upper lifting frame are respectively connected with the two lifters through two flexible connecting pieces.
CN202110596303.4A 2021-05-30 2021-05-30 Cast-in-place concrete anti-collision wall movable formwork construction device Active CN113137059B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110596303.4A CN113137059B (en) 2021-05-30 2021-05-30 Cast-in-place concrete anti-collision wall movable formwork construction device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110596303.4A CN113137059B (en) 2021-05-30 2021-05-30 Cast-in-place concrete anti-collision wall movable formwork construction device

Publications (2)

Publication Number Publication Date
CN113137059A true CN113137059A (en) 2021-07-20
CN113137059B CN113137059B (en) 2024-01-23

Family

ID=76816017

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110596303.4A Active CN113137059B (en) 2021-05-30 2021-05-30 Cast-in-place concrete anti-collision wall movable formwork construction device

Country Status (1)

Country Link
CN (1) CN113137059B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113802465A (en) * 2021-10-14 2021-12-17 湖南尚上市政建设开发有限公司 Quick construction equipment of bridge anticollision barrier template

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203007849U (en) * 2012-12-24 2013-06-19 中铁十七局集团第二工程有限公司 Movable construction device for cast-in-place concrete crash barriers with hanging eaves
CN206512605U (en) * 2016-12-28 2017-09-22 广西路建工程集团有限公司 A kind of overall demolition, installation anticollision wall form and its walking track crane move system
CN108374677A (en) * 2018-04-16 2018-08-07 中交第公路工程局有限公司 A kind of combined machine trolley device of tunnel side ditch and the construction of Bridge guardrail coagulation
CN110777674A (en) * 2019-12-04 2020-02-11 湖南五新模板有限公司 Hydraulic self-propelled anti-collision wall formwork trolley
CN111155434A (en) * 2020-01-03 2020-05-15 中冶交通建设集团有限公司 Construction method and device for concrete covered guardrail of viaduct bridge
CN212505871U (en) * 2020-05-08 2021-02-09 中铁十八局集团第五工程有限公司 Trolley for mounting and dismounting crash barrier template
CN214942345U (en) * 2021-05-30 2021-11-30 中国二十二冶集团有限公司 Construction device for cast-in-place concrete anti-collision wall movable formwork

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN203007849U (en) * 2012-12-24 2013-06-19 中铁十七局集团第二工程有限公司 Movable construction device for cast-in-place concrete crash barriers with hanging eaves
CN206512605U (en) * 2016-12-28 2017-09-22 广西路建工程集团有限公司 A kind of overall demolition, installation anticollision wall form and its walking track crane move system
CN108374677A (en) * 2018-04-16 2018-08-07 中交第公路工程局有限公司 A kind of combined machine trolley device of tunnel side ditch and the construction of Bridge guardrail coagulation
CN110777674A (en) * 2019-12-04 2020-02-11 湖南五新模板有限公司 Hydraulic self-propelled anti-collision wall formwork trolley
CN111155434A (en) * 2020-01-03 2020-05-15 中冶交通建设集团有限公司 Construction method and device for concrete covered guardrail of viaduct bridge
CN212505871U (en) * 2020-05-08 2021-02-09 中铁十八局集团第五工程有限公司 Trolley for mounting and dismounting crash barrier template
CN214942345U (en) * 2021-05-30 2021-11-30 中国二十二冶集团有限公司 Construction device for cast-in-place concrete anti-collision wall movable formwork

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113802465A (en) * 2021-10-14 2021-12-17 湖南尚上市政建设开发有限公司 Quick construction equipment of bridge anticollision barrier template

Also Published As

Publication number Publication date
CN113137059B (en) 2024-01-23

Similar Documents

Publication Publication Date Title
CN105649654B (en) Automatic hydraulic inverted arch trestle chassis and its construction method
CN214942345U (en) Construction device for cast-in-place concrete anti-collision wall movable formwork
CN113137059B (en) Cast-in-place concrete anti-collision wall movable formwork construction device
CN107829370A (en) High pier self-climbing hydraulic rollover construction process
CN113502756A (en) Thin-wall pier hydraulic creeping formwork system and construction method thereof
CN107815971A (en) High mound is from climbing hydraulic pressure mould system that turns over
CN109384162B (en) Gantry type component transport vehicle and component transport method
CN217867806U (en) Supplementary gantry crane equipment of municipal pipeline engineering construction
CN201771182U (en) Fixed T-beam and I-beam templating system
CN213538692U (en) Trolley for guardrail construction
CN112627882B (en) Transferring machine tool for large shield tunnel mid-board and mounting method
CN211004358U (en) Special equipment for disassembling and installing hydraulic support
CN113979298A (en) Tunnel non-motor way slot cover plate installation device
CN209227391U (en) Self-propelled bridge-collision-avoidance wall form trolley
CN103332595B (en) Stacking machine
CN110885000B (en) Disassembling process of tyre crane
CN101614074B (en) Integral inside molding plate of small-span box girder on high-speed passenger special line
CN219139083U (en) Transverse movement steering structure of shaping steel mould trolley
CN218062331U (en) Hydraulic inverted arch steel bar mounting trolley for tunnel inverted arch construction
CN221256803U (en) Tunnel trolley
CN220538419U (en) Bilateral anti-collision wall pouring trolley
CN210712555U (en) Trolley for pouring anti-collision wall
CN219469599U (en) Hydraulic lifting assembly of mechanical equipment
CN211945963U (en) Vehicle-mounted dismounting device
CN216609421U (en) Integral cover plate

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
GR01 Patent grant
GR01 Patent grant