CN208309597U - A kind of reinforcement fabrication platform - Google Patents

A kind of reinforcement fabrication platform Download PDF

Info

Publication number
CN208309597U
CN208309597U CN201820879132.XU CN201820879132U CN208309597U CN 208309597 U CN208309597 U CN 208309597U CN 201820879132 U CN201820879132 U CN 201820879132U CN 208309597 U CN208309597 U CN 208309597U
Authority
CN
China
Prior art keywords
platform
storage area
welding machine
reinforcing bar
reinforcement
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.)
Active
Application number
CN201820879132.XU
Other languages
Chinese (zh)
Inventor
郭淇
王国炜
刘敏
张兴愿
尹江
麻瑀
庞瑜
余飞
胡刚
梁旋
杨平平
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 Erju 1st Engineering Co Ltd
Original Assignee
China Railway Erju 1st 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 Erju 1st Engineering Co Ltd filed Critical China Railway Erju 1st Engineering Co Ltd
Priority to CN201820879132.XU priority Critical patent/CN208309597U/en
Application granted granted Critical
Publication of CN208309597U publication Critical patent/CN208309597U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Butt Welding And Welding Of Specific Article (AREA)

Abstract

The utility model provides a kind of reinforcement fabrication platform, including pricking platform, welding machine canopy, reinforcing bar storage area and platform base in advance, the pre- bundle platform, welding machine canopy and reinforcing bar storage area are both secured on platform base, two welding machine canopies are respectively arranged at the pre- opposite end for pricking platform, reinforcing bar storage area is set to the pre- side for pricking platform, and reinforcing bar storage area includes main reinforcement storage area, horizontal reinforcement and sound detecting pipe laydown area, girder rib storage area and sealing muscle storage area.To improve diaphram wall steel reinforcement cage processing quality, optimize the resource distribution of diaphram wall fabrication of reinforcing cage.Belong to urban track traffic (inter-city passenger rail) open-cut station foundation pit enclosure construction of diaphragm wall field.

Description

A kind of reinforcement fabrication platform
Technical field
The utility model relates to a kind of reinforcement fabrication platforms, belong to urban track traffic (inter-city passenger rail) open-cut station foundation pit Go along with sb. to guard him construction of diaphragm wall field.
Background technique
Currently, the Yangtze River Delta, Pearl River Delta area open-cut station foundation pit enclosure structure form be mostly based on diaphram wall, " big " Tonnage diaphram wall fabrication of reinforcing cage is inconvenient, rigidity is poor and integral hoisting it is difficult be always puzzlement construction it is crucial because Element.The application utility model people is to rely on Pearl River Delta inter-city rail transit wide Buddhist loop wire GFHD-1 mark scientific center station, is carried out Diaphram wall fabrication of reinforcing cage and integral hoisting Study on Problems propose a kind of reinforcement fabrication platform by research.
Summary of the invention
The purpose of this utility model is that: a kind of reinforcement fabrication platform is provided, to improve the processing of diaphram wall steel reinforcement cage Quality optimizes the resource distribution of diaphram wall fabrication of reinforcing cage.
To solve the above problems, such a reinforcement fabrication platform of proposed adoption, including prick platform, welding machine canopy, reinforcing bar in advance and deposit Area and platform base are put, the pre- bundle platform, welding machine canopy and reinforcing bar storage area are both secured on platform base, two welding machine canopies point It is not set to the pre- opposite end for pricking platform, reinforcing bar storage area is set to the pre- side for pricking platform, and reinforcing bar storage area includes Main reinforcement storage area, horizontal reinforcement and sound detecting pipe laydown area, girder rib storage area and sealing muscle storage area.
In aforementioned reinforcement fabrication platform, the wide 7m of the pre- bundle platform is 40 meters long, and pre- platform of pricking is by 7 meters long of I20a I-shaped Steel is longitudinally arranged along platform, and longitudinal pitch is rice, and every I-steel is fixed on platform base by expansion bolt, pre- in installation Each I-steel is adjusted when pricking platform, it is ensured that whole I-steel are on same absolute altitude;
In aforementioned reinforcement fabrication platform, described two welding machine canopies are respectively arranged at the pre- platform for pricking land lengths direction both ends On the basis of, welding machine canopy is wide 3 meters, long 6 meters of container-type welding machine canopy, and the side of welding machine canopy is unenclosed construction, in welding machine canopy Distribution is provided with A.C. welder along its length, the front of A.C. welder is provided with cabling hook, and cabling hook is walked Flexible insulated hose is arranged at line, the cabling hook is hung on the roof of welding machine canopy by chain sling;
In aforementioned reinforcement fabrication platform, main ribs storage area, horizontal reinforcement and sound detecting pipe laydown area, girder rib storage area It is made with the pile platform of sealing muscle storage area of I14a I-steel bracket, and reinforcing bar storage area is backwards to the pre- side for pricking platform It is provided with reinforcing bar enclosing.
Compared with prior art, each function zoning of platform described in the utility model is clear, and especially semi-finished product are stored Area;Unified processing storage frame for semi-finished is guaranteeing the unification of the facilities and equipments such as welding machine canopy, power distribution cabinet, illumination, the feelings of standardized administration Under condition, reach the unification of reinforcing bar semi-finished product storage, to adapt to the civilized construction high standard requirement of modern construction building site;The platform Planning is unified reasonable, can greatly improve processing efficiency, guarantees to can solve flat the rapid processing of diaphram wall reinforcing bar Straight type, L-type (90~180 °) fabrication of reinforcing cage, it is with strong applicability.
Detailed description of the invention
Fig. 1 is the overlooking structure diagram of the utility model;
Fig. 2 is that the main reinforcement of main reinforcement storage area stacks the structural schematic diagram of bracket;
Fig. 3 is the structural schematic diagram that horizontal reinforcement and sound detecting pipe stack bracket;
Fig. 4 is the structural schematic diagram of girder rib storage tray;
Fig. 5 is the structural schematic diagram for sealing muscle storage tray..
Specific embodiment
It is practical new to this below in conjunction with attached drawing to keep the purpose of this utility model, technical solution and advantage clearer Type is described in further detail, it should be understood that specific embodiment described herein is only to explain the utility model, not For limiting the utility model.
Embodiment
The present embodiment is by taking the wide mark scientific center station Buddhist loop wire GFHD-1 of Pearl River Delta inter-city rail transit and the station great Shi as an example, newly It builds wide mark two work areas, the one branch's scientific center station Buddhist loop wire GFHD-1 of Pearl River Delta inter-city rail transit and open cut wiring section is located at Panyu District of Guangzhou City university city science popularization road, construction location are in the square area of Guangdong Scientific Centre.
The station great Shi and scientific center station building enclosure are all made of 1200mm thickness diaphram wall, two station diaphragm wall standard width Wide is 6 meters, and wherein scientific center station NB73 and WB73 breadth is 6.3 meters, the long up to NB70 of scientific center station steel reinforcement cage cage ~73, a length of 40.594 meters of cage;Great Shi diaphragm wall breadth most width of standing is 6 meters, long up to NQ1~7 of cage, SQ1~7, WQ1~6, NQ45~51, SQ45~51, EQ1~6, a length of 41.665 meters of cage;In conjunction with the station great Shi and the mobilization of scientific center station, meter It draws and 8 and 4 areas steel reinforcement cage Yu Zha is respectively set at scientific center station and the station great Shi, according to two station diaphram wall steel reinforcement cages Survey design and welding need, and each pre- region of pricking includes that steel reinforcement cage pricks one, platform in advance, semi-finished product laydown area one and welding machine Two, canopy.
Pre- rolling stand selects opposed flattened, spacious place, which includes pre- bundle platform 1, welding machine canopy 2, reinforcing bar Storage area 3 and platform base 4, the pre- bundle platform 1, welding machine canopy 2 and reinforcing bar storage area 3 are both secured on platform base 4, and two Welding machine canopy 2 is respectively arranged at the pre- opposite end for pricking platform 1, and reinforcing bar storage area 3 is set to the pre- side for pricking platform 1, and reinforcing bar Storage area 3 includes main reinforcement storage area 31, horizontal reinforcement and sound detecting pipe laydown area 32, girder rib storage area 33 and sealing muscle storage Area 34 is respectively arranged with main reinforcement storage tray, horizontal reinforcement and sound detecting pipe stacking bracket, girder rib storage tray and sealing muscle and deposits Put bracket.
According to the station great Shi and scientific center station diaphram wall steel reinforcement cage design conditions, scientific center station steel reinforcement cage is pricked flat in advance Platform is pricked platform in advance and is designed by 7*42 meters by 7*40 meters of designs, the station great Shi steel reinforcement cage, the pre- I20a I-steel pricked platform and use 7 meters long It is longitudinally arranged along platform, longitudinal pitch is 2 meters, and every I-steel is fixed on platform base using expansion bolt, pre- in installation Each I-steel is adjusted when pricking platform, it is ensured that whole I-steel are on same absolute altitude.
According to diaphram wall fabrication of reinforcing cage needs, welding machine canopy 2 is set pricking in advance, each steel reinforcement cage is pricked in advance by platform 1 Two 3*6 meters of container-type welding machine canopies are arranged in area, and 3 meters of 2 both ends of welding machine canopy direction opens up transom window, and transom window size is not less than 1.2* 1.2 meters, welding machine canopy 2 is placed in pre- 1 both ends of bundle platform, pricks 1 alignment of platform with pre-;Consider security needs and single welding machine canopy 2 Size limitation, each 25 A.C. welders of interior configuration of welding machine canopy, six three step switch casees (one is illuminated switch box) and two A second level distribution box, welding machine are longitudinally put along container, and each electric welding machine puts spacing not less than 500mm, after each electric welding machine An independent switch case is arranged in metope, one hook of setting before welding machine, uses hose to carry out at hook cabling jacketed, prevents electrode holder Line abrasion electric leakage;
Diaphragm wall reinforcing bar is broadly divided into vertical main reinforcement, horizontal bar, girder rib, shear bar and fish tail sealing muscle, in conjunction with all kinds of The appearance character and size of reinforcing bar, which stack semi-finished product, divides into five regions, two 3*12 meters vertical main reinforcement storage areas 31, 32,3*3 meters of girder rib laydown areas 33 of one 3*6 meters of horizontal reinforcement and sound detecting pipe laydown area and a 3*3 meters of sealing muscle heaps Area 34 is put, each semi-finished product laydown area domain distribution situation is detailed in Fig. 1-5, and each semi-finished product laydown area is all made of I14a I-steel bracket work For pile platform, following I-steel bracket is made according to single width diaphragm wall amount of reinforcement and apparent size.
The main reinforcement of main reinforcement storage area 31 stacks bracket by the main reinforcement storage crossbeam 311 being laterally arranged and vertically arranged main reinforcement It stores column 312 to form, main reinforcement storage column 312 is contour structure, and the bottom of main reinforcement storage column 312 is fixedly welded on master Muscle is stored on crossbeam 311, and main reinforcement storage column 312 is distributed setting along the equal spacing in length direction of main reinforcement storage crossbeam 311, such as Shown in Fig. 2;
The stacking bracket of horizontal reinforcement and sound detecting pipe laydown area 32 stores crossbeam 321 by horizontal bar and horizontal bar stores column 322 compositions, the bottom of horizontal bar storage column 322 is fixedly welded on horizontal bar storage crossbeam 321, and horizontal bar stores column 322 are distributed setting along the length direction of horizontal bar storage crossbeam 321, and fixed on each horizontal bar storage crossbeam 321 there are four water Flat muscle stores column 322, and two high two is short, the short high 600mm of column, the high high 1310mm of column, and structure is as shown in Figure 3;
The stacking bracket of girder rib laydown area 33 is shown in Fig. 4, rectangular bottom support bracket is made of I-steel, in bottom support The fixed four columns of the four corners of frame;
The stacking bracket of sealing muscle laydown area 34 is shown in Fig. 5, and table type bracket is made by I-steel, by perpendicular on table type bracket It is made to support rod and fixes two horizontal supports, two horizontal supports are parallel to each other.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model Protection scope within.

Claims (4)

1. a kind of reinforcement fabrication platform, it is characterised in that: including pricking platform (1), welding machine canopy (2), reinforcing bar storage area (3) peace in advance Stylobate plinth (4), the pre- bundle platform (1), welding machine canopy (2) and reinforcing bar storage area (3) are both secured on platform base (4), and two Welding machine canopy (2) is respectively arranged at the pre- opposite end for pricking platform (1), and reinforcing bar storage area (3) is set to the one of pre- bundle platform (1) Side, and reinforcing bar storage area (3) includes main reinforcement storage area (31), horizontal reinforcement and sound detecting pipe laydown area (32), girder rib storage Area (33) and sealing muscle storage area (34).
2. a kind of reinforcement fabrication platform according to claim 1, it is characterised in that: pre- bundle platform (1) the width 7m, long 40 Rice is pricked platform (1) in advance and is longitudinally arranged by 7 meters long of I20a I-steel along platform, and longitudinal pitch is 2 meters, and every I-steel passes through Expansion bolt is fixed on platform base (4).
3. a kind of reinforcement fabrication platform according to claim 1, it is characterised in that: described two welding machine canopies (2) are respectively set In on the platform base (4) for pricking platform (1) length direction both ends in advance, welding machine canopy (2) is the container-type welding machine of wide 3 meters, 6 meters of length Canopy, the side of welding machine canopy (2) are unenclosed construction, and distribution along its length is provided with A.C. welder in welding machine canopy (2), exchanges The front of electric welding machine is provided with cabling hook, and is arranged with flexible insulated hose at the cabling of cabling hook.
4. a kind of reinforcement fabrication platform according to claim 1, it is characterised in that: main ribs storage area (31), horizontal steel The pile platform of muscle and sound detecting pipe laydown area (32), girder rib storage area (33) and sealing muscle storage area (34) is by I14a I-shaped Steel bracket is made, and reinforcing bar storage area (3) is provided with reinforcing bar enclosing (5) backwards to the pre- side for pricking platform (1).
CN201820879132.XU 2018-06-07 2018-06-07 A kind of reinforcement fabrication platform Active CN208309597U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820879132.XU CN208309597U (en) 2018-06-07 2018-06-07 A kind of reinforcement fabrication platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820879132.XU CN208309597U (en) 2018-06-07 2018-06-07 A kind of reinforcement fabrication platform

Publications (1)

Publication Number Publication Date
CN208309597U true CN208309597U (en) 2019-01-01

Family

ID=64709092

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820879132.XU Active CN208309597U (en) 2018-06-07 2018-06-07 A kind of reinforcement fabrication platform

Country Status (1)

Country Link
CN (1) CN208309597U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502355A (en) * 2020-04-20 2020-08-07 江苏安赫智能装备科技有限公司 Support and hanger green construction integrated system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502355A (en) * 2020-04-20 2020-08-07 江苏安赫智能装备科技有限公司 Support and hanger green construction integrated system
CN111502355B (en) * 2020-04-20 2021-07-27 江苏安赫智能装备科技有限公司 Support and hanger green construction integrated system

Similar Documents

Publication Publication Date Title
CN105484162B (en) Suspension bridge construction stiff girder secondary on the bank swings moving device and method
CN208309597U (en) A kind of reinforcement fabrication platform
CN208009888U (en) A kind of high slidably building template of stability
CN209082498U (en) Locator under a kind of pile foundation construction casing
CN208235574U (en) Base-supporting pedestal for the storage of bridge prefabrication column
CN207775728U (en) A kind of bridge construction survey platform that can be recycled
CN202416191U (en) Descending-type movable mould frame offshore dismounting main beam lifting device
CN214495489U (en) Rigid landfill operation system
CN207633773U (en) A kind of glomeration building prefabricated construction reinforcing bar guiding tube dismounting system
CN208886124U (en) A kind of fixation device of equipment installation
CN201762664U (en) Bracket for mounting guardrail templates in bridge building
CN206570703U (en) A kind of working job platform of pier stud reinforcing bar
CN206034630U (en) Integrated transformer substation of 110kV steel construction prepackage type
CN217974064U (en) Beam storage platform and construction system for steel box girder construction
CN219808733U (en) Passageway structure between construction elevator and floor
CN212897484U (en) High-altitude operation platform for constructional engineering
CN207089601U (en) A kind of clip and the photovoltaic platform waterborne fixed with clip
CN211545703U (en) Steel construction pole type component transportation installation device
CN206360073U (en) A kind of three vertical rod shape steel brackets for concrete structure construction of encorbelmenting
CN214249918U (en) Cold station structure and integrated cold station
CN219508580U (en) Novel pile foundation pore-forming fills jacket
CN208120533U (en) A kind of moveable super large precast slab hanging device
CN217950380U (en) Movable type concrete defect treatment trolley suitable for middle and small section inclined shaft
CN203129582U (en) Hydraulic lifting system
CN217872813U (en) Rack for construction by three-step method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant