CN205614823U - Well beam bridge face plate steel rib ligature mould - Google Patents

Well beam bridge face plate steel rib ligature mould Download PDF

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Publication number
CN205614823U
CN205614823U CN201620268352.XU CN201620268352U CN205614823U CN 205614823 U CN205614823 U CN 205614823U CN 201620268352 U CN201620268352 U CN 201620268352U CN 205614823 U CN205614823 U CN 205614823U
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CN
China
Prior art keywords
steel
bayonet socket
longitudinal reinforcement
clamping fixture
steel bar
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.)
Expired - Fee Related
Application number
CN201620268352.XU
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Chinese (zh)
Inventor
俞剑
刘顺景
赵造来
卞峰
石彦超
杜英杰
姜光明
吴雅辉
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
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China Railway 16th Bureau Group Railway Transportation Engineering Co Ltd
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Priority to CN201620268352.XU priority Critical patent/CN205614823U/en
Application granted granted Critical
Publication of CN205614823U publication Critical patent/CN205614823U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a well beam bridge face plate steel rib ligature mould, the key lies in: including vertical steel bar support rod seat, this vertical steel bar support rod seat top is equipped with two transverse reinforcement setting elements that are parallel to each other, two the transverse reinforcement setting element respectively with the connection can be dismantled to vertical steel bar support rod seat be equipped with the longitudinal reinforcement bayonet socket on vertical steel bar support rod seat, two it is equipped with the transverse reinforcement bayonet socket to correspond on the transverse reinforcement setting element. Compared with the prior art, the utility model provides a 2201, 2101, 2209 adopted the mode that to dismantle the connection to adjust steel bones RACK's width with 2109 type T roof beam well beam bridge face plate steel rib ligature mould, convenient construction, swiftly, it is superior in quality, and the mould forms by the steel structural component concatenation, so manufacture is simple, through longitudinal reinforcement bayonet socket and transverse reinforcement bayonet socket, longitudinal reinforcement and transverse reinforcement interval and position control's a difficult problem has effectively been solved, after the whole completions of central beam bridge face plate steel rib ligature, recycle behind the dismountable reinforcing bar mould.

Description

Central sill floorings steel bar binding clamping fixture
Technical field
This utility model relates to Precast T-Beam steel bar binding clamping fixture technical field, particularly to beam bridge floor in one Plate steel bar binding clamping fixture.
Background technology
Along with the fast development of high-speed railway Yu highway, for saving the construction period, Precast T-Beam construction skill Art is widely used.At present, at the bottom of Precast T-Beam, the process of web reinforcement colligation usually utilizes Precast T-Beam reinforcing bar Framework of steel reinforcement in binding clamping fixture colligation Precast T-Beam, controls position and spacing, the web hooping of reinforcing bar with mold Gradient, perpendicularity.Mold when Design and Machining makes, the strength and stiffness of mold to be considered with Meet the imposed loads such as reinforcing bar deadweight and operator, and to consider to facilitate reinforcing bar binding operation, location standard Really, it is ensured that reinforcing bar binding is arranged in the range of tolerance, make the quality of framework of steel reinforcement and mesh sheet meet to set Meter, code requirement.
There is unreasonable structure in existing central sill slab reinforcement binding clamping fixture, it has not been convenient to operator's reinforcing bar binding The problems such as operation, Precast T-Beam base plate that colligation goes out and web reinforcement skeleton deviation are the most of poor quality, and a kind of type Number framework of steel reinforcement need a kind of correspondence binding clamping fixture, and certain form of framework of steel reinforcement structure be similar to, its The structure of binding clamping fixture, size, specification approximate, such as 2201,2101,2209 and 2109 type T beam central sills Panel, this is accomplished by providing a kind of rational in infrastructure, convenient and reliable, and has multiduty binding clamping fixture.
Utility model content
For solving above technical problem, this utility model provides a kind of central sill floorings steel bar binding clamping fixture, with Solve the unreasonable structure that existing Simply supported PC beam steel bar binding clamping fixture exists, it is impossible to adjust reinforcing bar The width problem of skeleton.
The technical solution adopted in the utility model is as follows: a kind of central sill floorings steel bar binding clamping fixture, and key exists In: including that longitudinal reinforcement supports seat, this longitudinal reinforcement supports seat and is arranged over two horizontal steel being parallel to each other Muscle keeper, two described transverse steel keepers support seat with described longitudinal reinforcement respectively and removably connect.
Above scheme provides the benefit that as required transverse steel keeper can be connected to longitudinal reinforcement props up The diverse location of support seat, thus adjust the distance between two transverse steel keepers, to meet different in width The needs of framework of steel reinforcement, are suitable for beam and face steel in colligation 2201,2101,2209 and 2109 type T beam simultaneously Muscles and bones frame.
Preferably, described longitudinal reinforcement support seat is provided with longitudinal reinforcement bayonet socket, at two described horizontal steel Transverse steel bayonet socket it is correspondingly provided with on muscle keeper.The effect of the program is with horizontal by longitudinal reinforcement bayonet socket Reinforcing bar bayonet socket, effectively controls longitudinal reinforcement and transverse steel spacing and position.
Preferably, described longitudinal reinforcement support seat includes multiple support members that pectination is distributed, described support member bag Include V-type gripper shoe, this V-type gripper shoe is vertically arranged the V-type location-plate adapted, positions in this V-type The top edge of plate offers multiple described longitudinal reinforcement bayonet socket along its length.The effect of the program is multiple Support member can carry out strong support to longitudinal reinforcement, prevents from causing part to support not because reinforcing bar is long.
Preferably, described transverse steel keeper includes radius rod, and this radius rod rides upon multiple On described support member, this radius rod offers the limited bayonet corresponding with on described V-type location-plate, This radius rod is fixedly connected with and vertically positions bar, is formed described between adjacent two described vertical location bars Transverse steel bayonet socket.The effect of the program is that transverse steel keeper can be propped up with longitudinal reinforcement by locating fastener The support locking connection of seat, and by the transverse steel bayonet socket formed between the bar of vertical location, transverse steel is entered Row supports.
Preferably, described radius rod is channel-section steel, this channel-section steel opening down, perpendicular on the cell wall of this channel-section steel Head straight for being provided with described limited bayonet.The effect of the program is to prevent radius rod from growing by limited bayonet Degree is subjected to displacement on direction.
Preferably, the lower surface of described V-type gripper shoe is fixedly installed multiple support base.The effect of the program Fruit is to support whole central sill floorings steel bar binding clamping fixture to leave ground a certain distance.
Beneficial effect: compared with prior art, this utility model provides central sill floorings steel bar binding clamping fixture to adopt The width of framework of steel reinforcement is adjusted by the mode removably connected, easy construction, quick, superior in quality, It is simultaneously suitable for the colligation of 2201,2101,2209 and 2109 type T beam central sill slab reinforcement skeletons, and Mold is spliced by steel construction piece, makes simple, by longitudinal reinforcement bayonet socket and transverse steel bayonet socket, Efficiently solving longitudinal reinforcement and transverse steel spacing and a difficult problem for position control, central beam bridge slab reinforcement is tied up After bundle is fully completed, dismountable reinforcing bar mold Posterior circle uses.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the left view of Fig. 1;
Fig. 3 is the top view of Fig. 2;
Fig. 4 is the structural representation of longitudinal register part in this utility model.
Detailed description of the invention
For making those skilled in the art be better understood from the technical solution of the utility model, below in conjunction with the accompanying drawings and This utility model is elaborated by detailed description of the invention.
As shown in Fig. 13, a kind of central sill floorings steel bar binding clamping fixture, it is adaptable to 2201,2101,2209 With 2109 type T beam central sill slab reinforcement colligations, supporting seat 1 including longitudinal reinforcement, this longitudinal reinforcement supports seat 1 is arranged over two transverse steel keepers 2 being parallel to each other, and two transverse steel keepers 2 are respectively with vertical Removably connect to reinforced bar support seat 1, support at longitudinal reinforcement and be provided with longitudinal reinforcement bayonet socket 13 on seat 1, It is correspondingly provided with transverse steel bayonet socket on two transverse steel keepers 2.
It will be seen that longitudinal reinforcement supports seat 1 includes multiple support members that pectination is distributed in Fig. 1 and Fig. 3, Support member includes V-type gripper shoe 11, and this V-type gripper shoe 11 is vertically arranged the V-type location-plate adapted 12, the top edge at this V-type location-plate 12 offers multiple longitudinal reinforcement bayonet socket 13, V along its length The lower surface of type gripper shoe 11 is fixedly installed multiple support base 5.
Shown in Fig. 2 and Fig. 3, transverse steel keeper 2 includes radius rod 21, this radius rod 21 ride upon on multiple support member, and this radius rod 21 is fixedly connected with and vertically positions bar 3, adjacent two Transverse steel bayonet socket is formed between the bar 3 of vertical location.
It can further be seen that radius rod 21 is channel-section steel in Fig. 1 and Fig. 4, this channel-section steel opening down, should The limited bayonet 4 corresponding with on V-type location-plate 12 is vertically offered on the cell wall of channel-section steel.
When using above middle beam and face multiplex colligation tire fixture, according to the width of the framework of steel reinforcement of required colligation Adjust two transverse steel keepers 2 and support the position of seat 1 at longitudinal reinforcement, thus adjust two horizontal steel Distance between muscle keeper 2.On transverse steel keeper 2, limited bayonet 4 is engaging in V-type location-plate 12 On, prevent transverse steel keeper 2 to be subjected to displacement in the longitudinal direction, transverse steel keeper 2 places After, transverse steel and longitudinal reinforcement are placed in parallel respectively in transverse steel bayonet socket and longitudinal reinforcement bayonet socket 13, After the reinforcing bar binding placed is become framework of steel reinforcement, remove framework of steel reinforcement, transverse steel location can be readjusted The position of part 2 is to prepare other specification frameworks of steel reinforcement.
Last it is to be appreciated that foregoing description is only preferred embodiment of the present utility model, those skilled in the art exists Under enlightenment of the present utility model, on the premise of this utility model objective and claim, can do Represent, within such conversion each falls within protection domain of the present utility model as going out multiple types.

Claims (6)

1. a central sill floorings steel bar binding clamping fixture, it is characterised in that: include that longitudinal reinforcement supports seat (1), This longitudinal reinforcement supports seat (1) and is arranged over two transverse steel keepers (2) being parallel to each other, two institutes State transverse steel keeper (2) to removably connect with described longitudinal reinforcement support seat (1) respectively.
Central sill floorings steel bar binding clamping fixture the most according to claim 1, it is characterised in that: described Longitudinal reinforcement supports seat (1) and is provided with longitudinal reinforcement bayonet socket (13), at two described transverse steel keepers (2) transverse steel bayonet socket it is correspondingly provided with on.
Central sill floorings steel bar binding clamping fixture the most according to claim 1, it is characterised in that: described vertical Including, to reinforced bar support seat (1), multiple support members that pectination is distributed, described support member includes V-type gripper shoe (11), The V-type location-plate (12) adapted it is vertically arranged, at this V-type location-plate (12) in this V-type gripper shoe (11) Top edge offer multiple described longitudinal reinforcement bayonet socket (13) along its length.
Central sill floorings steel bar binding clamping fixture the most according to claim 3, it is characterised in that: described horizontal stroke Include that radius rod (21), this radius rod (21) ride upon multiple institute to reinforcing bar keeper (2) State on support member, this radius rod (21) offers upper with described V-type location-plate (12) corresponding Limited bayonet (4), this radius rod (21) is fixedly connected with and vertically positions bar (3), adjacent two institutes State vertically to position and between bar (3), form described transverse steel bayonet socket.
Central sill floorings steel bar binding clamping fixture the most according to claim 4, it is characterised in that: described vertical It is channel-section steel to location bar (21), this channel-section steel opening down, the cell wall of this channel-section steel vertically offer described Limited bayonet (4).
6. according to the central sill floorings steel bar binding clamping fixture described in any one of claim 35, it is characterised in that: The lower surface of described V-type gripper shoe (11) is fixedly installed multiple support base (5).
CN201620268352.XU 2016-04-01 2016-04-01 Well beam bridge face plate steel rib ligature mould Expired - Fee Related CN205614823U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620268352.XU CN205614823U (en) 2016-04-01 2016-04-01 Well beam bridge face plate steel rib ligature mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620268352.XU CN205614823U (en) 2016-04-01 2016-04-01 Well beam bridge face plate steel rib ligature mould

Publications (1)

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CN205614823U true CN205614823U (en) 2016-10-05

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106738308A (en) * 2017-01-17 2017-05-31 中国建筑第七工程局有限公司 Precast T-Beam reinforcing bar molding bed rack system
CN107724688A (en) * 2017-11-20 2018-02-23 中国二冶集团有限公司 A kind of beam muscle colligation auxiliary stand
CN108724457A (en) * 2018-08-17 2018-11-02 中铁十局集团第三建设有限公司 A kind of high-precision cover board reinforcing bar positioning one-time-shaped mould and application method
CN110315637A (en) * 2019-04-01 2019-10-11 中铁大桥局集团有限公司 A kind of mobile steel moulding bed and preparation method thereof for making framework of steel reinforcement
CN113650155A (en) * 2021-09-02 2021-11-16 中交路桥华东工程有限公司 Steel bar binding mould and steel bar binding construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106738308A (en) * 2017-01-17 2017-05-31 中国建筑第七工程局有限公司 Precast T-Beam reinforcing bar molding bed rack system
CN107724688A (en) * 2017-11-20 2018-02-23 中国二冶集团有限公司 A kind of beam muscle colligation auxiliary stand
CN108724457A (en) * 2018-08-17 2018-11-02 中铁十局集团第三建设有限公司 A kind of high-precision cover board reinforcing bar positioning one-time-shaped mould and application method
CN110315637A (en) * 2019-04-01 2019-10-11 中铁大桥局集团有限公司 A kind of mobile steel moulding bed and preparation method thereof for making framework of steel reinforcement
CN113650155A (en) * 2021-09-02 2021-11-16 中交路桥华东工程有限公司 Steel bar binding mould and steel bar binding construction method

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161005

CF01 Termination of patent right due to non-payment of annual fee