CN205529931U - Bracket device of bent cap template - Google Patents

Bracket device of bent cap template Download PDF

Info

Publication number
CN205529931U
CN205529931U CN201620248312.9U CN201620248312U CN205529931U CN 205529931 U CN205529931 U CN 205529931U CN 201620248312 U CN201620248312 U CN 201620248312U CN 205529931 U CN205529931 U CN 205529931U
Authority
CN
China
Prior art keywords
girder
support bar
fixed
bracket system
girders
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
CN201620248312.9U
Other languages
Chinese (zh)
Inventor
钟长海
段建军
陈小锐
王庭健
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.)
Sinohydro Bureau 5 Co Ltd
Original Assignee
Sinohydro Bureau 5 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 Sinohydro Bureau 5 Co Ltd filed Critical Sinohydro Bureau 5 Co Ltd
Priority to CN201620248312.9U priority Critical patent/CN205529931U/en
Application granted granted Critical
Publication of CN205529931U publication Critical patent/CN205529931U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to a bracket device of bent cap template, including strutting arrangement, girder and spandrel girder, strutting arrangement includes pier, bracing piece and adjusting device, and the bracing piece runs through the cross section of pier, two adjusting device fix the both ends at the bracing piece, two adjacent strutting arrangement's bracing piece is parallel to each other, two girders are parallel to each other, and the girder is fixed on adjusting device to it is perpendicular with the bracing piece, a plurality of spandrel girders are fixed on two girders, and the spandrel girder is perpendicular with the girder. The device simple structure, and can compare the height dimensions of adjustment template of accuracy on the direction of height.

Description

A kind of bracket system of capping beam template
Technical field
This utility model relates to support means field, is specifically related to the bracket system of a kind of capping beam template.
Background technology
When bridge construction, bent cap is very important ingredient, and the assembling of template largely affects The quality of bent cap.Typically template is built on bracket system, and existing bracket system structure is complicated, and very Difficulty realizes the adjustment in short transverse, affects building of template.
Utility model content
For solving the problems referred to above, this utility model provides the bracket system of a kind of capping beam template, and technical scheme is as follows: Including support means, girder and spandrel girder;Support means includes bridge pier and support bar, and support bar runs through bridge pier Cross section;The support bar of adjacent two support meanss is parallel to each other;Two girders are parallel to each other, and girder is fixed on On support bar and vertical with support bar;Multiple spandrel girders are fixed on two girders, and spandrel girder is vertical with girder.
Further, described support means also includes bearing block;Bearing block was provided with for leading to that support bar runs through Hole;Two bearing blocks are fixed on bridge pier, and support bar runs through the cross section of bridge pier along the through hole of bearing block;Girder It is fixed on bearing block.
Further, described girder is I-steel.
Further, described spandrel girder is I-steel.
Further, described support means also includes adjusting means;Two adjusting meanss are fixed on the two of support bar End, girder is fixed in adjusting means.
Further, described adjusting means includes wedge frame, screw rod and nut;Wedge frame is right-angled trapezium, its Base and hypotenuse are provided with elongated hole;The hypotenuse formation bonded to each other rectangle of two wedge framves, screw rod passes through elongated hole Through wedge frame, screw rod two ends are fastened by nut.
Compared with prior art, the beneficial effects of the utility model are: this apparatus structure is simple, and can be at height The height dimension of adjustment template more accurate on degree direction.
Accompanying drawing explanation
Fig. 1 is bracket system schematic diagram.
Fig. 2 is the top view of Fig. 1.
Detailed description of the invention
With detailed description of the invention, this utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in drawings, including support means, girder 7 and spandrel girder 8;Support means includes bridge pier 1, holds Pouring weight 2 and support bar 3, bearing block 2 is provided with the through hole run through for support bar 3, and two bearing blocks 2 are solid Being scheduled on bridge pier 1, support bar 3 runs through the cross section of bridge pier 1 along the through hole of bearing block 2;Adjacent two supports The support bar 3 of device is parallel to each other;Two girders 7 are parallel to each other, and girder 7 is fixed on bearing block 2, and Vertical with support bar 3;Multiple spandrel girders 8 are fixed on two girders 7, and spandrel girder 8 is vertical with girder 7.
Described girder 7 and spandrel girder 8 are I-steel.
Described support means also includes adjusting means;Two adjusting meanss are fixed on the two ends of support bar 2, girder 7 are fixed in adjusting means.Adjusting means includes wedge frame 4, screw rod 5 and nut 6;Wedge frame 4 is straight Angle is trapezoidal, and its base and hypotenuse are provided with elongated hole;The hypotenuse formation bonded to each other rectangle of two wedge framves 4, Screw rod 5 is fastened by nut 6 by elongated hole through wedge frame 4, screw rod 5 two ends.
This apparatus structure is simple, and the height dimension of adjustment template that can be the most more accurate.

Claims (6)

1. the bracket system of a capping beam template, it is characterised in that: include support means, girder (7) and spandrel girder (8);Support means includes bridge pier (1) and support bar (3), and support bar (3) runs through the cross section of bridge pier (1);The support bar (3) of adjacent two support meanss is parallel to each other;Two girders (7) are parallel to each other, and girder (7) is fixed on support bar (3), and vertical with support bar (3);Multiple spandrel girders (8) are fixed on two girders (7), and spandrel girder (8) is vertical with girder (7).
Bracket system the most according to claim 1, it is characterised in that: described support means also includes bearing block (2);Bearing block (2) is provided with the through hole run through for support bar (3);Two bearing blocks (2) are fixed on bridge pier (1), and support bar (3) runs through the cross section of bridge pier along the through hole of bearing block (2);Girder (7) is fixed on bearing block (2).
Bracket system the most according to claim 1, it is characterised in that: described girder (7) is I-steel.
Bracket system the most according to claim 1, it is characterised in that: described spandrel girder (8) is I-steel.
Bracket system the most according to claim 1, it is characterised in that: described support means also includes adjusting means;Two adjusting meanss are fixed on the two ends of support bar (3), and girder (7) is fixed in adjusting means.
Bracket system the most according to claim 5, it is characterised in that: described adjusting means includes wedge frame (4), screw rod (5) and nut (6);Wedge frame (4) is right-angled trapezium, and its base and hypotenuse are provided with elongated hole;The hypotenuse formation bonded to each other rectangle of two wedge framves (4), screw rod (5) passes through elongated hole through wedge frame (4), and screw rod (5) two ends are fastened by nut (6).
CN201620248312.9U 2016-03-28 2016-03-28 Bracket device of bent cap template Expired - Fee Related CN205529931U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620248312.9U CN205529931U (en) 2016-03-28 2016-03-28 Bracket device of bent cap template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620248312.9U CN205529931U (en) 2016-03-28 2016-03-28 Bracket device of bent cap template

Publications (1)

Publication Number Publication Date
CN205529931U true CN205529931U (en) 2016-08-31

Family

ID=56785343

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620248312.9U Expired - Fee Related CN205529931U (en) 2016-03-28 2016-03-28 Bracket device of bent cap template

Country Status (1)

Country Link
CN (1) CN205529931U (en)

Similar Documents

Publication Publication Date Title
CN202509404U (en) High-pier single-column capping beam framework construction support system
CN104755681A (en) A panel support bracket
CN103306208A (en) Formwork creeping method for novel 1.6 parabola-shaped four-column type hollow variable section high pier
CN103437279B (en) Overhead cast-in-place box compression struts and construction technology thereof
CN106087744B (en) Cable-stayed bridge beams of concrete cable guide pipe supporting and positioning device and method
CN203855874U (en) Elevation control bracket for subgrade and pavement
CN203782590U (en) Tension and cable force adjusting device for stayed cable of cable stayed bridge
CN205529931U (en) Bracket device of bent cap template
CN206589121U (en) It is a kind of to be used for precast beam, the diaphragm plate horizontal reinforcement mounting and positioning device of plate
CN105500507B (en) Cutting device of concrete block
CN204024056U (en) A kind of construction formwork supported rod erecting
CN109235268B (en) Construction method for efficiently pre-pressing tower column cross beam support
CN208762878U (en) A kind of mobile formwork for building
CN203065967U (en) Stress structure of cast-in-place concrete of bent cap of bridge
CN103132461B (en) For the flexible carrier device of steel truss beam bridge cantilever construction
CN105648922A (en) Bracket device of capping beam formwork
CN104652277A (en) Support and regulation device for pillar-penetrating bent cap construction
CN211200103U (en) Bridge floor anticollision barrier reinforcing bar positioner
CN205604085U (en) Unsettled support of built -in fitting
CN104831643A (en) Jacking device used for bridge construction
CN203007752U (en) Ballastless road bed template fixed device
CN205276166U (en) Guardrail stand positioner
CN204418027U (en) A kind of bracket of the cable saddle floor installation that falls apart for self-anchored suspension bridge
CN204492192U (en) A kind of building form tension and compression rod member
CN202214674U (en) Straddle-type track traffic engineering support saddle anchoring box installation and adjusting device

Legal Events

Date Code Title Description
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: 20160831

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