CN106042173A - Bridge production system - Google Patents

Bridge production system Download PDF

Info

Publication number
CN106042173A
CN106042173A CN201610393583.8A CN201610393583A CN106042173A CN 106042173 A CN106042173 A CN 106042173A CN 201610393583 A CN201610393583 A CN 201610393583A CN 106042173 A CN106042173 A CN 106042173A
Authority
CN
China
Prior art keywords
bar
rod
bridge
plate
arm
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
CN201610393583.8A
Other languages
Chinese (zh)
Other versions
CN106042173B (en
Inventor
姜光明
刘顺景
俞剑
赵造来
石彦超
卞峰
吴雅辉
刘森
冯义涛
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 Railway 16th Bureau Group Railway Transportation Engineering Co Ltd
Original Assignee
China Railway 16th Bureau Group Railway Transportation Engineering 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 China Railway 16th Bureau Group Railway Transportation Engineering Co Ltd filed Critical China Railway 16th Bureau Group Railway Transportation Engineering Co Ltd
Priority to CN201610393583.8A priority Critical patent/CN106042173B/en
Publication of CN106042173A publication Critical patent/CN106042173A/en
Application granted granted Critical
Publication of CN106042173B publication Critical patent/CN106042173B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • B28B23/043Wire anchoring or tensioning means for the reinforcements
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B15/00General arrangement or layout of plant Industrial outlines, plant installations
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • B28B23/04Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members the elements being stressed
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/0029Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
    • B28B7/0055Mould pallets; Mould panels

Abstract

The invention discloses a bridge production system. The bridge production system comprises a bridge body steel bar binding area, a bridge body pouring area and a gantry crane arranged on the bridge body steel bar binding area and the bridge body pouring area in a striding manner, and the gantry crane is provided with a lifting and moving device. Compared with the prior art, various bridge body prefabricated web steel bar binding table bases are provided in the scheme, bridge body steel bar framework binding is normalized and standardized, consumption of labor force is greatly reduced, the construction period is shortened, and integrity is high. The various bridge body prefabricated web steel bar binding table bases are formed by splicing steel structural pieces and can be cyclically used, the usage number of the binding table bases is reduced, the construction using land is reduced, and convenience is provided for field management. Rubber drawing and pulling bar penetrating construction can be rapidly finished through a rubber bar drawing and pulling device, a prestress hole channel is embedded, the labor intensity is low, and the work efficiency is high. In a side beam pouring tool, a first supporting plate of an effective supporting part can be independent, the size is small, the mass is low, operation is more flexible and is gradually changed during demolding, and therefore damage to concrete can be reduced.

Description

Bridge production system
Technical field
The present invention relates to rail traffic bridge technical field of construction, particularly to a kind of bridge production system.
Background technology
Along with the quick growth of China's economy, the urban rail transit construction of China is also at high speed development.In terms of construction cost Considering, overpass is often the first-selection of urban rail transit construction.At present, mostly using cast-in-situ construction technology, small part uses Whole opening prefabricated construction technology.Cast-in-situ construction technology is a kind of more basic construction method, and it is specifically included on support peace Decking, assembling reinforcement, pre-buried prestressed pore passage, the step of cast on-site concrete;Whole opening prefabricated construction technology is a kind of By the most prefabricated at precasting yard by the ability of lifting installation equipment to continuous beam or simply supported beam, then will by erection hanging device Prefabricated beam body is arranged on the construction technology on pier.
The defect of prior art: existing tee girder, box beam all use the mould including that interior mould, bed die and exterior sheathing are made Tool manufactures, and during fabrication, workman coordinates by loop wheel machine, is installed by outboard template, forms die cavity with interior mould, bed die, the most again Die cavity is filled with mould material, such as concrete, reinforcing bar etc., after obtaining the solidification of mould material, then manually outer side mold is disassembled, thus complete T-shaped beam, box beam prefabricated.Then loop wheel machine moves again to carry out on another construction pedestal the life of next tee girder, box beam Produce, it can be seen that, this Construction Mode of the prior art, consumes substantial amounts of manpower, needs loop wheel machine to coordinate frequently, Gong Renlao Fatigue resistance is big, production efficiency is low.
Summary of the invention
For solving above technical problem, the present invention provides a kind of bridge production system, during solving to realize precast beam External mold side plate is installed and the mechanized operation of dismounting, improves production efficiency problem.
The technical solution used in the present invention is as follows: a kind of bridge production system, it is critical only that: include beam body reinforcing bar binding District, beam body pouring area and straddle truck, described straddle truck is crossed on described beam body reinforcing bar binding district and described beam body pouring area, institute State straddle truck to be provided with and hang moving device.
Above scheme provides the benefit that straddle truck is crossed on beam body reinforcing bar binding district and beam body pouring area, by beam body steel Carry out concrete moulding by casting in winching to beam body pouring area after all kinds of beam body reinforcing bar binding molding in muscle colligation district, hang moving device Utilize the angle formed between blocked hole and section bar to carry out clamping, thus section bar is hung shifting, both avoided because lifting is unstable Cause potential safety hazard turn avoid to bring waste time and energy and section bar is caused damage and inefficiency etc. to ask because of artificial locking Topic.
Preferably, T beam prefabricated web reinforcement colligation pedestal, central sill floorings reinforcing bar binding it are provided with in beam body reinforcing bar binding district Pedestal, left and right side bar steel bar overall binding pedestal.
The effect of the program is that reinforcing bar binding pedestal is arranged on same region so that job site support is set up relatively Few, floor space is little, little to ground traffic impact.
Preferably, T Liang Zhiliang district, central sill floorings Zhi Liang district and left and right side bar beam it are provided with in above-mentioned beam body pouring area District, is respectively equipped with beam making bench, this beam processed in described T Liang Zhiliang district, central sill floorings Zhi Liang district and side bar Zhi Liang district, left and right Pedestal be respectively arranged at two ends with rubber bar withdrawing device, be provided around limit around the beam making bench in side bar Zhi Liang district, described left and right Beam cast frock.
The effect of the program is to utilize rubber bar withdrawing device pre-buried formation prestressed pore passage, limit in beam body casting process Beam cast frock is installed around left and right side bar beam making bench, after concrete setting, and side bar of dismantling cast frock, complete limit, left and right Beam prefabricated.
Preferably, described T beam prefabricated web reinforcement colligation pedestal includes two transverse steel positioning seats be arrangeding in parallel, two On individual described transverse steel positioning seat, pectination is distributed multiple longitudinal reinforcement keeper, two described horizontal steel along its length The most just to being provided with vertical reinforcement keeper above muscle positioning seat, described vertical reinforcement keeper includes that vertical reinforcement positions bar, Described vertical reinforcement location bar is arranged along the length direction of described transverse steel positioning seat, divides at the two ends of longitudinal reinforcement keeper Not being provided with connection seat, described vertical reinforcement location bar is hinged with corresponding described connection seat, and described vertical reinforcement location bar is opened It is provided with described vertical reinforcement bayonet socket, two described transverse steel positioning seats is correspondingly provided with the first transverse steel bayonet socket respectively, Being correspondingly provided with the first longitudinal reinforcement bayonet socket on described longitudinal reinforcement keeper, described vertical reinforcement keeper is provided with and first The vertical reinforcement bayonet socket that transverse steel bayonet socket is corresponding, described longitudinal reinforcement keeper is provided with and vertically positions support bar, described The lower section of transverse steel positioning seat is provided with multiple first and supports base.
The effect of the program is to make T beam reinforcement cages colligation standardize, standardization, flat appearance, straight, superior in quality, Can greatly reduce the consuming of labour force, construction period shortens, and globality is strong, improves the installation quality of reinforcing bar;It is suitable for simultaneously Lead to bridge in colligation: (2012) 2201, the framework of steel reinforcement of 2101,2209 and 2109 series T beam beam body webs, reduce cost.
Preferably, described central sill floorings reinforcing bar binding pedestal includes multiple V-type gripper shoes that pectination is distributed, described V-type Being vertically arranged the V-type location-plate adapted in gripper shoe, the top edge at this V-type location-plate offers multiple along its length Second longitudinal reinforcement bayonet socket, radius rod rides upon on multiple described V-type location-plate, described radius rod offers with Limited bayonet corresponding on described V-type location-plate, this radius rod is fixedly connected with and vertically positions bar, adjacent two described perpendicular The second transverse steel bayonet socket is formed between the bar of location.
The effect of the program is to have employed the mode removably connected to adjust the width of framework of steel reinforcement, easy construction, fast Prompt, superior in quality, and mold is spliced by steel construction piece, makes simple, by the second longitudinal reinforcement bayonet socket and second Transverse steel bayonet socket, efficiently solves longitudinal reinforcement and transverse steel spacing and a difficult problem for position control, central beam bridge floor slab After muscle colligation is fully completed, dismountable reinforcing bar mold Posterior circle uses.(2012) 2201,2101 it is simultaneously suitable for colligation and leads to bridge:, 2209 and 2109 series T beam left and right central sill slab reinforcement skeletons, reduce cost.
Preferably, described left and right side bar steel bar overall binding pedestal include two just to arrange second support seat, two Being provided with at least two colligation crossbeam between described second support seat, described colligation crossbeam is pectination distribution, described colligation crossbeam bag Including left support arm and right support arm, the outer end of described left support arm and right support arm is respectively by bolt and two described second Support seat connects, and the inner of described left support arm and right support arm connects by transition arm is fixing, and described transition arm and the described right side are propped up Being provided with a spike below first junction of brace, the upper end of this spike is fixing with described first junction to be connected, described Spike is cylindric, and this spike interpolation is provided with below the second junction of support bar, described left support arm and described transition arm Being provided with bracing piece, the upper end of this bracing piece is fixing with described second junction to be connected, and described colligation crossbeam top edge is along its length Directional spreding has the reinforcing bar location groove of pectination, and the two of described colligation crossbeam rectify being provided with two positioning beam, described in two Positioning beam is connected, if being respectively equipped with along its length on two described location crossbeams with the described second support seat of homonymy respectively Dry spacer bar.
The effect of the program is to position on the side bar of left and right the position by assembling reinforcement length direction by colligation crossbeam, logical Cross the spacer bar in positioning beam and can position on the side bar of left and right the position by assembling reinforcement width, the two ends of colligation crossbeam by Traditional welding changes releasable connection into, only need to be by the second support seat of colligation crossbeam with two ends after completing a side bar colligation construction Dismounting is come, and can start another side bar colligation execute fixing with the second of two ends the support seat again after colligation crossbeam-rotating 180 ° Work, such side bar steel bar binding clamping fixture is i.e. suitable for the reinforcing bar binding of two side bars in left and right, decreases making of binding clamping fixture Consumption, decreases construction land tenure, provides convenience to field management.(2012) 2201,2101 it is simultaneously suitable for colligation and leads to bridge:, 2209 and 2109 series T beam left and right side bar slab reinforcement skeletons, reduce cost.
Preferably, hang moving device described in and include that equalizer bar, described equalizer bar are provided with supporting vertical plate, in described supporting vertical plate Portion is provided with mount hole, and the lower surface of described equalizer bar is arranged with two balance suspension members, and described equalizer bar cable wire connects template and tears open Dress suspender, described formwork assembling and disassembling suspender includes that ceiling mounted arm, described ceiling mounted arm one end are provided with described template Access Division, described template clip The portion of connecing includes template clip fishplate bar, and after the bending of described template clip fishplate bar, end face with described ceiling mounted arm encloses and sets formation blocked hole, around This template clip fishplate bar is provided with at least one reinforcement, just to being provided with two fixed vias on the hole wall of described template blocked hole, The middle part of described ceiling mounted arm is provided with annular Holder for hanging household utensiles, and this annular Holder for hanging household utensiles is equipped with link, and the other end of described ceiling mounted arm is also Row are provided with two rectangle Holder for hanging household utensiles, and two described rectangle Holder for hanging household utensiles are arranged with described annular Holder for hanging household utensiles straight line, and near described The end face of ceiling mounted arm, described balance suspension member and described link or described rectangle Holder for hanging household utensiles are connected by cable wire.
The effect of the program is to hang moving device to have railway T-beam formwork assembling and disassembling suspender by cable wire connection, this railway T-beam template Dismounting suspender utilizes the angle formed between blocked hole and section bar to carry out clamping, thus section bar is hung shifting, it is to avoid because lifting Unstable and potential safety hazards such as easy collision, the slippage that cause;Turn avoid and bring waste time and energy and to section bar because of artificial locking Cause the problems such as damage and inefficiency.
Preferably, described side bar cast frock includes supporting large form, and this support large form is provided with falsework, this mould Connect on board mount and have side bar formwork for placing, described side bar formwork for placing include the first vertically arranged gripper shoe and are arranged on this The connecting plate of the first vertically arranged gripper shoe medial surface, described first gripper shoe and connecting plate are mutually perpendicular to, in described connection Offer connecting hole on plate, the reinforcing bar of pectination is distributed in the bottom of described the first vertically arranged gripper shoe along its length Inserting groove, the lower end of this reinforcing bar inserting groove passes the lower limb of described first gripper shoe, is provided with on described first gripper shoe top At least one prizes hole, offers pipeline preformed hole in described first gripper shoe bottom, and described connecting plate is with described falsework even Connecing, described falsework includes fixed plate, and this fixed plate is fixed with the support column that at least two is parallel to each other, at this support column Being provided with rack mounting apertures, be correspondingly provided with fixing hole in described fixed plate with described connecting hole, described connecting plate is positioned at described Above fixed plate, being inserted with same latch in described fixing hole and described connecting hole, between described support column, connection has same Individual auxiliary rod, connects between described auxiliary rod and fixed plate and has at least one reinforcing prop.
The effect of the program is by independent for the first gripper shoe of effective support section in its side bar cast frock, pours Before, assemble fixing to connecting plate and falsework, keep the first gripper shoe stable, after pouring molding, then make connecting plate with Falsework separates, and owing to independent template volume is little, light weight, operates more flexible and convenient during the demoulding, it is thus possible to fall The low damage to concrete.It is simultaneously suitable for logical bridge: (2012) 2209 and 2109 series T beam side bar panel template supports.
Preferably, described rubber bar withdrawing device includes rubber pulling rod rod union joint and hoist engine, described rubber pulling rod rod Union joint includes connecting cover, and the described cover that connects is in cone, and on described connection cover, activity is equipped with a screw rod, described connecting rod Passing from the described apex connecting cover, the axis of described connecting rod and the described dead in line being connected cover, this screw rod is in institute Stating the outer one section of upper thread bush of connection cover and be provided with location nut, described screw rod is in described one end connected outside cover and is provided with hook base, This hook base is provided with hook, and the hook openings of this hook is towards the described cover that connects, and described hook and described hoist engine pass through steel Rope connects, and described hook base welds with described connecting rod, and described screw rod is in described one end connected in cover and is provided with rubber bar lock Locking member, described rubber bar locking piece includes fixing seat, and this fixing seat welds with described connecting rod, fixing connection on this fixing seat Locking ring, described locking ring is had to insert same latch locking in the lock hole of described rubber pulling rod rod.
The effect of the program is that the hanging part of rubber pulling rod rod union joint is connected by cable wire with hoist engine, and rubber bar lock Locking member is then connected with rubber pulling rod rod, penetrates in framework of steel reinforcement by rubber pulling rod rod under the drive of hoist engine, simple in construction, behaviour Facilitating, can quickly finish rubber pulling rod rod and wear rod construction, labor intensity is low, and work efficiency is high.
Beneficial effect: compared with prior art, the bridge production system that the present invention provides provides all kinds of prefabrication of beam abdomen Slab bar binding pedestal, makes beam body tie with reinforcing bar standardize, and standardization greatly reduces the consuming of labour force, construction period Shortening, globality is strong, and all kinds of prefabrication of beam web reinforcement colligation pedestal is spliced by steel construction piece, can be recycled, subtracts Lack the usage amount of colligation pedestal, decreased construction land tenure, provided convenience to field management;Rubber bar withdrawing device can be quickly The rubber pulling rod rod that completes wear rod construction, pre-buried prestressed pore passage, labor intensity is low, and work efficiency is high;In side bar cast frock Effectively the first gripper shoe of support section can be independent, and volume is little, light weight, operation gradual change more flexibly during the demoulding, thus The damage to concrete can be reduced.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the structural representation of the beam prefabricated web reinforcement colligation pedestal a of the T in Fig. 1;
Fig. 3 is the structural representation of central sill floorings reinforcing bar binding pedestal b in Fig. 1;
Fig. 4 is the structural representation of radius rod b21 in Fig. 3;
Fig. 5 is the structural representation of left and right side bar steel bar overall binding pedestal c in Fig. 1;
Fig. 6 is the structural representation hanging moving device d in Fig. 1;
Fig. 7 is the structural representation of formwork assembling and disassembling suspender in Fig. 6;
Fig. 8 is the structural representation of side bar cast frock 25 in Fig. 1;
Fig. 9 is the close-up schematic view in Fig. 8 at A;
Figure 10 is the structural representation of side bar formwork for placing in Fig. 8;
Figure 11 is the sectional view of side bar formwork for placing in Fig. 8;
Figure 12 is the structural representation of falsework g in Fig. 8;
Figure 13 is the structural representation of the rubber pulling rod rod union joint in Fig. 1 in rubber bar withdrawing device 24.
Detailed description of the invention
For making those skilled in the art be better understood from technical scheme, below in conjunction with the accompanying drawings and specific embodiment party The present invention is elaborated by formula.
As shown in Fig. 1-12, a kind of bridge production system, including beam body reinforcing bar binding district 1, beam body pouring area 2 and gantry Hanging 3, described straddle truck 3 is crossed on described beam body reinforcing bar binding district 1 and described beam body pouring area 2, and described straddle truck 3 is provided with Hang moving device d;
T beam prefabricated web reinforcement colligation pedestal a, central sill floorings reinforcing bar binding pedestal it is provided with in beam body reinforcing bar binding district 1 B, left and right side bar steel bar overall binding pedestal c;T Liang Zhiliang district 21, central sill floorings Zhi Liang district it is provided with in described beam body pouring area 2 22 and side bar Zhi Liang district, left and right 23, in described T Liang Zhiliang district 21, central sill floorings Zhi Liang district 22 and side bar Zhi Liang district, left and right 23 Be respectively equipped with beam making bench, this beam making bench be respectively arranged at two ends with rubber bar withdrawing device 24, around described left and right side bar system Beam making bench in beam district 23 is provided around side bar cast frock 25.
It will be seen that described T beam prefabricated web reinforcement colligation pedestal a includes two transverse steels be arrangeding in parallel in Fig. 2 Positioning seat a1, on two described transverse steel positioning seat a1, pectination is distributed multiple longitudinal reinforcement keeper along its length A2, the most just to being provided with vertical reinforcement keeper a3 above two described transverse steel positioning seat a1, described vertical reinforcement positions Part a3 includes that vertical reinforcement positions bar a31, and described vertical reinforcement location bar a31 is along the length side of described transverse steel positioning seat a1 To setting, connecting seat a32 being respectively arranged at two ends with of longitudinal reinforcement keeper a2, described vertical reinforcement location bar a31 is with corresponding Described connection seat a32 hinged, described vertical reinforcement location bar a31 on offer described vertical reinforcement bayonet socket a6, two institutes State and on transverse steel positioning seat a1, be correspondingly provided with the first transverse steel bayonet socket a4 respectively, right on described longitudinal reinforcement keeper a2 The first longitudinal reinforcement bayonet socket a5, described vertical reinforcement keeper a3 should be provided with and be provided with corresponding with the first transverse steel bayonet socket a4 Vertical reinforcement bayonet socket a6, described longitudinal reinforcement keeper a2 be provided with vertical location support bar a7, described transverse steel positions The lower section of seat a1 is provided with multiple first and supports base a8.
It will be seen that described central sill floorings reinforcing bar binding pedestal b includes that multiple V-types that pectination is distributed are propped up in Fig. 3 and Fig. 4 Fagging b11, described V-type gripper shoe b11 is vertically arranged the V-type location-plate b12 adapted, described V-type gripper shoe b11 and V-type Location-plate b12 is respectively two orthogonal side plates of angle steel, and the top edge at this V-type location-plate b12 is opened along its length Being provided with multiple second longitudinal reinforcement bayonet socket b13, radius rod b21 rides upon on multiple described V-type location-plate b12, described vertical The limited bayonet b4, this radius rod b21 corresponding with on described V-type location-plate b12 is offered fixing even on the bar b21 of location It is connected to vertically position bar b3, between adjacent two described vertical location bar b3, forms described second transverse steel bayonet socket.
It will be seen that described left and right side bar steel bar overall binding pedestal c includes two just to the second support arranged in Fig. 5 Seat c1, is provided with at least two colligation crossbeam between two described second support seat c1, and described colligation crossbeam is pectination distribution, described Colligation crossbeam includes that left support arm c2 and right support arm c3, the outer end of described left support arm c2 and right support arm c3 pass through spiral shell respectively Bolt and two described second support seat c1 connect, and the inner of described left support arm c2 and right support arm c3 is fixed by transition arm c4 Connect, below the first junction c11 of described transition arm c4 and described right support arm c3, be provided with a spike c5, this spike c5's Upper end is fixing with described first junction c11 to be connected, and described spike c5 is cylindric, is inserted with support bar in this spike c5 Being provided with bracing piece c6 below the second junction c9 of c7, described left support arm c2 and described transition arm c4, this bracing piece c6's is upper Holding be connected fixing with described second junction c9, the reinforcing bar that described colligation crossbeam top edge is distributed pectination along its length is fixed Position groove c10, the two of described colligation crossbeam rectify being provided with two positioning beam c8, two described positioning beam c8 respectively with homonymy Described second support seat c1 connect, two described location crossbeam c8 are respectively equipped with some spacer bars along its length.
Shown in Fig. 6 and Fig. 7, described in hang moving device d and include that equalizer bar d5, described equalizer bar d5 are provided with supporting vertical plate D7, is provided with mount hole d8 in the middle part of described supporting vertical plate d7, the lower surface of described equalizer bar d5 is arranged with two balance suspension member d6, Described equalizer bar d5 cable wire connects formwork assembling and disassembling suspender, and described formwork assembling and disassembling suspender includes ceiling mounted arm d1, described ceiling mounted arm d1 mono- End is provided with described template Access Division d2, described template Access Division d2 and includes template clip fishplate bar d21, and described template clip fishplate bar d21 is curved After folding, end face with described ceiling mounted arm d1 encloses and sets formation blocked hole d22, is provided with at least one reinforcement around this template clip fishplate bar d21 Muscle d23, just to being provided with two fixed via d24 on the hole wall of described template blocked hole d22, the middle part of described ceiling mounted arm d1 sets Having annular Holder for hanging household utensiles d31, this annular Holder for hanging household utensiles d31 is equipped with link d32, the other end of described ceiling mounted arm d1 is provided with two side by side Individual rectangle Holder for hanging household utensiles d41, two described rectangle Holder for hanging household utensiles d41 are arranged with described annular Holder for hanging household utensiles d31 straight line, and near described The end face of ceiling mounted arm d1, described balance suspension member d6 and described link d32 or described rectangle Holder for hanging household utensiles d41 are connected by cable wire.
Shown in Fig. 8-12, described side bar cast frock 25 includes supporting large form, and this support large form is provided with template Support, this falsework connects and has side bar formwork for placing, described side bar formwork for placing to include the first vertically arranged gripper shoe E1 and the connecting plate e2 being arranged on this first vertically arranged gripper shoe e1 medial surface, described first gripper shoe e1 and connecting plate e2 It is mutually perpendicular to, described connecting plate e2 offers connecting hole e2a, on the edge, bottom of described the first vertically arranged gripper shoe e1 Its length direction is distributed the reinforcing bar inserting groove e1a of pectination, and the lower end of this reinforcing bar inserting groove e1a passes described first gripper shoe e1 Lower limb, be provided with on described first gripper shoe e1 top at least one sled hole e1b, offer in described first gripper shoe e1 bottom Having pipeline preformed hole e1c, described connecting plate e2 to be connected with described falsework g, described falsework includes fixed plate ga, and this is solid Determine on plate ga, to be fixed with the support column gb that at least two is parallel to each other, this support column gb is provided with rack mounting apertures, described It is correspondingly provided with fixing hole gc, described connecting plate e2 with described connecting hole e2a in fixed plate ga and is positioned at above described fixed plate ga, institute Stating and be inserted with same latch in fixing hole gc and described connecting hole e2a, connecting between described support column gb has same auxiliary Bar gd, connects between described auxiliary rod gd and fixed plate ga and has at least one reinforcing prop ge.
Shown in Figure 13, described rubber bar withdrawing device 24 includes rubber pulling rod rod union joint and hoist engine, described rubber Withdrawing rod union joint includes connecting cover f1, and described connection cover f1 is cone, and on described connection cover f1, activity is equipped with a spiral shell Bar f2, described connecting rod f2 passes from the described apex connecting cover f1, and the axis of described connecting rod f2 is connected cover f1 with described Dead in line, this screw rod f2 is in the described outer one section of upper thread bush of cover f1 that connects and is provided with location nut 6, and described screw rod f2 is in Described one end connected outside cover f1 is provided with hook base f31, and this hook base f31 is provided with hook f32, hook-shaped the opening of this hook f32 Mouth is connected by cable wire towards described the cover f1, described hook f32 of connecting with described hoist engine, described hook base f31 and described company Extension bar f2 welds, and described screw rod f2 is in described one end connected in cover f1 and is provided with rubber bar locking piece f4, and described rubber bar is locked Locking member f4 includes that fixing seat f41, this fixing seat f41 weld with described connecting rod f2, is fixedly connected with lock on this fixing seat f41 Determine ring f42, described locking ring f42 and insert same latch locking in the lock hole of described rubber pulling rod rod.
During work, in beam body reinforcing bar binding district 1, respectively at T beam prefabricated web reinforcement colligation pedestal a, central sill floorings Carry out all kinds of beam body reinforcing bar binding on reinforcing bar binding pedestal b and left and right side bar steel bar overall binding pedestal c, after colligation completes, use Straddle truck 3 is respectively by the T Liang Zhiliang district 21 in all kinds of beam body frameworks of steel reinforcement lifting to beam body pouring area 2, central sill floorings beam On beam making bench in district 22 and side bar Zhi Liang district, left and right 23, then in all kinds of beam body frameworks of steel reinforcement, wear rubber pulling rod rod, rubber Glue withdrawing rod is two, and two root rubber withdrawing rods all penetrate in the middle part of beam body framework of steel reinforcement, the head part of two root rubber withdrawing rods It is not provided with lock hole, the locking ring f42 of rubber pulling rod rod union joint is inserted same inserting in the lock hole of rubber pulling rod rod Lock is fixed, and hook f32 is connected by cable wire with hoist engine, and hoist engine quickly pulls rubber pulling rod rod to be respectively facing beam body reinforcing bar Frame two ends are moved, and make rubber pulling rod rod penetrate in beam body framework of steel reinforcement, after the head end of two root rubber withdrawing rods passes, and its tail end phase Connect, shorten the time of wearing;The angle of the template Access Division d2 and template formation that hang moving device d carries out clamping, thus will Template is hung and is moved in beam body pouring area 2, by all kinds of beam body templates respectively around T Liang Zhiliang district 21, and central sill floorings Zhi Liang district 22 Install with the beam making bench in side bar Zhi Liang district, left and right 23, then pour into a mould concrete, until after concrete setting, extracting rubber out and take out Spike pulling, forms prestressed pore passage in beam body;During side bar cast, side bar is supported large form around in side bar Zhi Liang district, left and right 23 Beam making bench is installed, and the outer end of support column gb is fixed, and after pouring molding, the first gripper shoe e1 is attached to side bar and supports the side of large form Face;Unclamp bolt, make connecting plate e2 and fixed plate ga depart from, crowbar is inserted sled hole e1b, bridge side bar formwork for placing is taken Under.
Last it is to be appreciated that foregoing description is only the preferred embodiments of the present invention, those skilled in the art is in the present invention Enlightenment under, on the premise of present inventive concept and claim, represent as multiple types can be made, such change Change within each falling within protection scope of the present invention.

Claims (9)

1. a bridge production system, it is characterised in that: include beam body reinforcing bar binding district (1), beam body pouring area (2) and straddle truck (3), described straddle truck (3) is crossed on described beam body reinforcing bar binding district (1) and described beam body pouring area (2), described straddle truck (3) it is provided with and hangs moving device (d).
Bridge production system the most according to claim 1, it is characterised in that: it is provided with T beam in beam body reinforcing bar binding district (1) pre- Web reinforcement colligation pedestal (a) processed, central sill floorings reinforcing bar binding pedestal (b), left and right side bar steel bar overall binding pedestal (c).
Bridge production system the most according to claim 1, it is characterised in that: it is provided with T beam system in described beam body pouring area (2) Liang Qu (21), central sill floorings Zhi Liang district (22) and side bar Zhi Liang district, left and right (23), at described T Liang Zhiliang district (21), middle beam bridge It is respectively equipped with beam making bench, being respectively arranged at two ends with of this beam making bench in panel Zhi Liang district (22) and side bar Zhi Liang district, left and right (23) Rubber bar withdrawing device (24), is provided around side bar cast frock around the beam making bench in described side bar Zhi Liang district, left and right (23) (25)。
Bridge production system the most according to claim 2, it is characterised in that: described T beam prefabricated web reinforcement colligation pedestal A () includes two transverse steel positioning seats (a1) be arrangeding in parallel, on two described transverse steel positioning seats (a1) along its length Direction pectination is distributed multiple longitudinal reinforcement keeper (a2), and two described transverse steel positioning seat (a1) tops are the most just to setting Vertical reinforcement keeper (a3), described vertical reinforcement keeper (a3) is had to include vertical reinforcement location bar (a31), described vertical steel Muscle location bar (a31) is arranged, at the two of longitudinal reinforcement keeper (a2) along the length direction of described transverse steel positioning seat (a1) End is respectively equipped with connection seat (a32), and described vertical reinforcement location bar (a31) is hinged with corresponding described connection seat (a32), described Described vertical reinforcement bayonet socket (a6) is offered, two described transverse steel positioning seats (a1) on vertical reinforcement location bar (a31) Upper it is correspondingly provided with the first transverse steel bayonet socket (a4) respectively, described longitudinal reinforcement keeper (a2) is correspondingly provided with first longitudinally Reinforcing bar bayonet socket (a5), described vertical reinforcement keeper (a3) is provided with the vertical steel corresponding with the first transverse steel bayonet socket (a4) Muscle bayonet socket (a6), described longitudinal reinforcement keeper (a2) is provided with and vertically positions support bar (a7), described transverse steel positioning seat (a1) lower section is provided with multiple first and supports base.
Bridge production system the most according to claim 2, it is characterised in that: described central sill floorings reinforcing bar binding pedestal B () includes multiple V-type gripper shoes (b11) that pectination is distributed, described V-type gripper shoe (b11) is vertically arranged the V-type adapted fixed Position plate (b12), the top edge at this V-type location-plate (b12) offers multiple second longitudinal reinforcement bayonet socket along its length (b13), radius rod (b21) rides upon on multiple described V-type location-plate (b12), and described radius rod (b21) is offered Having corresponding limited bayonet (b4) upper with described V-type location-plate (b12), this radius rod (b21) is fixedly connected with vertical fixed Position bar (b3), forms the second transverse steel bayonet socket between adjacent two described vertical location bar (b3).
Bridge production system the most according to claim 2, it is characterised in that: described left and right side bar steel bar overall binding pedestal C () includes that two are just supporting seat (c1) to second arranged, and are provided with at least two between two described second supports seat (c1) and tie up Pricking crossbeam, described colligation crossbeam is pectination distribution, and described colligation crossbeam includes left support arm (c2) and right support arm (c3), described The outer end of left support arm (c2) and right support arm (c3) supports seat (c1) by bolt and two described second respectively and connects, described The inner of left support arm (c2) and right support arm (c3) connects by transition arm (c4) is fixing, described transition arm (c4) and the described right side The lower section, first junction (c11) of support arm (c3) is provided with a spike (c5), and the upper end of this spike (c5) is with described first even Connecing the fixing connection in place (c11), described spike (c5) is cylindric, is inserted with support bar (c7) in this spike (c5), described Left support arm (c2) is provided with bracing piece (c6) with the lower section, the second junction (c9) of described transition arm (c4), this bracing piece (c6) Upper end is fixing with described second junction (c9) to be connected, and described colligation crossbeam top edge is distributed the steel of pectination along its length Muscle location groove (c10), the two of described colligation crossbeam rectify being provided with two positioning beam (c8), two described positioning beam (c8) It is connected with described second support seat (c1) of homonymy respectively, two described location crossbeam (c8) are respectively equipped with along its length Some spacer bars.
Bridge production system the most according to claim 1, it is characterised in that hang moving device (d) described in: and include equalizer bar (d5), described equalizer bar (d5) is provided with supporting vertical plate (d7), and described supporting vertical plate (d7) middle part is provided with mount hole (d8), described The lower surface of equalizer bar (d5) is arranged with two balances suspension member (d6), and described equalizer bar (d5) cable wire connects formwork assembling and disassembling and hangs Tool, described formwork assembling and disassembling suspender includes that ceiling mounted arm (d1), described ceiling mounted arm (d1) one end are provided with described template Access Division (d2), institute State template Access Division (d2) and include template clip fishplate bar (d21), with described ceiling mounted arm (d1) after the bending of described template clip fishplate bar (d21) End face enclose set formation blocked hole (d22), be provided with at least one reinforcement (d23), described mould around this template clip fishplate bar (d21) Just to being provided with two fixed vias (d24) on the hole wall of plate blocked hole (d22), the middle part of described ceiling mounted arm (d1) is provided with annular Holder for hanging household utensiles (d31), this annular Holder for hanging household utensiles (d31) is equipped with link (d32), and the other end of described ceiling mounted arm (d1) is provided with side by side Two rectangle Holder for hanging household utensiles (d41), two described rectangle Holder for hanging household utensiles (d41) are arranged with described annular Holder for hanging household utensiles (d31) straight line, and Near the end face of described ceiling mounted arm (d1), described balance suspension member (d6) and described link (d32) or described rectangle Holder for hanging household utensiles (d41) Connected by cable wire.
Bridge production system the most according to claim 1, it is characterised in that: described side bar cast frock (25) includes supporting Large form, this support large form is provided with falsework, and this falsework connects has side bar formwork for placing, described side bar to pour Template includes vertically arranged the first gripper shoe (e1) and is arranged on the company of this vertically arranged the first gripper shoe (e1) medial surface Fishplate bar (e2), described first gripper shoe (e1) and connecting plate (e2) are mutually perpendicular to, and offer connection on described connecting plate (e2) Hole (e2a), is distributed the reinforcing bar grafting of pectination along its length in the bottom of described vertically arranged the first gripper shoe (e1) Groove (e1a), the lower end of this reinforcing bar inserting groove (e1a) passes the lower limb of described first gripper shoe (e1), supports described first Plate (e1) top is provided with at least one sled hole (e1b), offers pipeline preformed hole in described first gripper shoe (e1) bottom (e1c), described connecting plate (e2) is connected with described falsework (g), and described falsework includes fixed plate (ga), this fixed plate (ga) it is fixed with the support column (gb) that at least two is parallel to each other on, this support column (gb) is provided with rack mounting apertures, in institute Stating fixed plate (ga) and be above correspondingly provided with fixing hole (gc) with described connecting hole (e2a), described connecting plate (e2) is positioned at described fixing Plate (ga) top, described fixing hole (gc) and described connecting hole (e2a) are inserted with same latch, described support column (gb) it Between connect have same auxiliary rod (gd), between described auxiliary rod (gd) and fixed plate (ga) connection have at least one reinforcing prop (ge)。
Bridge production system the most according to claim 1, it is characterised in that: described rubber bar withdrawing device (24) includes rubber Glue withdrawing rod union joint and hoist engine, described rubber pulling rod rod union joint includes connecting cover (f1), and the described cover (f1) that connects is in circle Taper, the upper activity of described connection cover (f1) is equipped with a screw rod (f2), and described connecting rod (f2) covers (f1) from described connection Apex passes, the axis of described connecting rod (f2) and the described dead in line being connected cover (f1), and this screw rod (f2) is in described Connecting cover (f1) one section of upper thread bush outward and be provided with location nut (6), described screw rod (f2) is in described connection cover (f1) outward End is provided with hook base (f31), and this hook base (f31) is provided with hook (f32), and the hook openings of this hook (f32) is towards described Connecting cover (f1), described hook (f32) is connected by cable wire with described hoist engine, described hook base (f31) and described connecting rod (f2) welding, described screw rod (f2) is in described one end connected in cover (f1) and is provided with rubber bar locking piece (f4), described rubber Rod locking piece (f4) includes fixing seat (f41), and this fixing seat (f41) welds with described connecting rod (f2), at this fixing seat (f41) On be fixedly connected with locking ring (f42), described locking ring (f42) and the lock hole of described rubber pulling rod rod insert same inserting Lock is fixed.
CN201610393583.8A 2016-06-02 2016-06-02 Bridge production system Active CN106042173B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610393583.8A CN106042173B (en) 2016-06-02 2016-06-02 Bridge production system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610393583.8A CN106042173B (en) 2016-06-02 2016-06-02 Bridge production system

Publications (2)

Publication Number Publication Date
CN106042173A true CN106042173A (en) 2016-10-26
CN106042173B CN106042173B (en) 2018-08-31

Family

ID=57170240

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610393583.8A Active CN106042173B (en) 2016-06-02 2016-06-02 Bridge production system

Country Status (1)

Country Link
CN (1) CN106042173B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107584650A (en) * 2017-11-03 2018-01-16 福州大学 Using the bridge prefabrication devices and methods therefor of self-propelled continuous productive process
CN109910141A (en) * 2017-12-13 2019-06-21 宁波交通工程建设集团有限公司 A kind of mobile die station of automation large bridge prefabricated components and its production method
CN109968520A (en) * 2019-01-17 2019-07-05 海门市帕源道路工程材料有限公司 A kind of production method of precast plate girder

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030113395A1 (en) * 1995-02-02 2003-06-19 Ollendick David P. Methods and apparatus for the manufacturing of prestressed reinforced concrete railroad ties and the like
CN101028726A (en) * 2006-09-21 2007-09-05 中铁大桥局股份有限公司 Precast PC case beam process by short-line method
CN101125441A (en) * 2007-08-31 2008-02-20 中铁二局股份有限公司 Post-tensioned method prestressed concrete box beam whole opening prefabricated construction method
CN101659082A (en) * 2009-09-21 2010-03-03 中铁大桥局集团第四工程有限公司 System for integral binding and integral hoisting of steel bar framework of box beam and construction method thereof
CN102152392A (en) * 2010-12-31 2011-08-17 北京中铁房山桥梁有限公司 Hydraulic device for moulding board of precast beam
CN202241590U (en) * 2011-08-22 2012-05-30 中交第四公路工程局有限公司 Beam rib steel-bar binding mould for prefabricated beam
CN102528922A (en) * 2011-12-23 2012-07-04 中铁十九局集团第五工程有限公司 Drawing and pulling device of rubber rod broken off in precast box girder hole
CN102744784A (en) * 2012-07-13 2012-10-24 中铁十六局集团铁运工程有限公司宁阳制梁场 Heavy-load railway pre-cast T beam overall binding carcass and construction method thereof
CN103507157A (en) * 2012-06-29 2014-01-15 中铁二十二局集团第三工程有限公司 Prefabricated T beam rib plate reinforcement steel bar locating frame
CN105345926A (en) * 2015-09-25 2016-02-24 安徽水利开发股份有限公司 Prefabricated construction method for prestressed concrete box girder
CN205116018U (en) * 2015-06-29 2016-03-30 中交一公局第一工程有限公司 T roof beam reinforcement makes up bed -jig
CN105603860A (en) * 2016-02-19 2016-05-25 河南省交通规划设计研究院股份有限公司 Prefabricated T beam and construction method

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20030113395A1 (en) * 1995-02-02 2003-06-19 Ollendick David P. Methods and apparatus for the manufacturing of prestressed reinforced concrete railroad ties and the like
CN101028726A (en) * 2006-09-21 2007-09-05 中铁大桥局股份有限公司 Precast PC case beam process by short-line method
CN101125441A (en) * 2007-08-31 2008-02-20 中铁二局股份有限公司 Post-tensioned method prestressed concrete box beam whole opening prefabricated construction method
CN101659082A (en) * 2009-09-21 2010-03-03 中铁大桥局集团第四工程有限公司 System for integral binding and integral hoisting of steel bar framework of box beam and construction method thereof
CN102152392A (en) * 2010-12-31 2011-08-17 北京中铁房山桥梁有限公司 Hydraulic device for moulding board of precast beam
CN202241590U (en) * 2011-08-22 2012-05-30 中交第四公路工程局有限公司 Beam rib steel-bar binding mould for prefabricated beam
CN102528922A (en) * 2011-12-23 2012-07-04 中铁十九局集团第五工程有限公司 Drawing and pulling device of rubber rod broken off in precast box girder hole
CN103507157A (en) * 2012-06-29 2014-01-15 中铁二十二局集团第三工程有限公司 Prefabricated T beam rib plate reinforcement steel bar locating frame
CN102744784A (en) * 2012-07-13 2012-10-24 中铁十六局集团铁运工程有限公司宁阳制梁场 Heavy-load railway pre-cast T beam overall binding carcass and construction method thereof
CN205116018U (en) * 2015-06-29 2016-03-30 中交一公局第一工程有限公司 T roof beam reinforcement makes up bed -jig
CN105345926A (en) * 2015-09-25 2016-02-24 安徽水利开发股份有限公司 Prefabricated construction method for prestressed concrete box girder
CN105603860A (en) * 2016-02-19 2016-05-25 河南省交通规划设计研究院股份有限公司 Prefabricated T beam and construction method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107584650A (en) * 2017-11-03 2018-01-16 福州大学 Using the bridge prefabrication devices and methods therefor of self-propelled continuous productive process
CN109910141A (en) * 2017-12-13 2019-06-21 宁波交通工程建设集团有限公司 A kind of mobile die station of automation large bridge prefabricated components and its production method
CN109968520A (en) * 2019-01-17 2019-07-05 海门市帕源道路工程材料有限公司 A kind of production method of precast plate girder

Also Published As

Publication number Publication date
CN106042173B (en) 2018-08-31

Similar Documents

Publication Publication Date Title
CN106042173B (en) Bridge production system
CN101922143B (en) Construction method of bent cap
CN108360380A (en) A kind of bridge pier column construction operation platform and its construction method
CN105649348B (en) A kind of steel pipe column casing handling installation method
CN208543603U (en) Precast prestressed floor production mould and production equipment
CN108086170B (en) The hole construction method excessively of mobile formwork and mobile formwork
CN110847050B (en) Large-span prefabricated corrugated steel web composite beam top and bottom plate synchronous pouring template and application method thereof
CN105604248B (en) A kind of steel pipe column casing docking protection welding method of steel pipe column
CN105804402B (en) A kind of Core Walls Structure beam column steel pipe column interior concrete blanking casting method
CN110700105B (en) Synchronous construction method for high pier column and tie beam and template used in same
CN209799386U (en) Assembled shaped steel stores pylon that supplementary prefabricated large-scale framework of steel of job site used
CN209799969U (en) A integrally lift up cantilever formwork device for quick construction shaft lining cutting
CN109267491B (en) Movable formwork and construction method thereof
CN109944164A (en) Jack up hollow thin-walled high pier roller die system and its construction method
CN110409319A (en) A kind of cast-in-place floorings bracket of large span steel reinforced concrete combination beam and construction method
CN109869153A (en) The whole of rapid construction vertical shaft lining cutting promotes cantilever form device and construction method
CN109930712A (en) The cast-in-place double mesh sheet of one kind exempt from the plaster dedicated framework of partition wall construction and its construction method
CN206784915U (en) A kind of new steel structure suspension type flooring gang form
CN202064281U (en) Slip form frame
CN211420881U (en) Movable formwork for concrete construction of overhanging wing plate of steel-concrete composite beam
CN212026337U (en) Pipe gallery wallboard running construction supporting and dismantling walking system
CN211369536U (en) Cast-in-place box girder template system
CN209920140U (en) Wide hollow plate beam folding steel core template
CN213448967U (en) Local cast-in-place type connected node of assembled concrete interior wall
CN209637109U (en) A kind of Prefabricated superposed beam

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant