CN209568359U - A kind of falsework for the construction of outer-enwraped type Guard fence base - Google Patents

A kind of falsework for the construction of outer-enwraped type Guard fence base Download PDF

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Publication number
CN209568359U
CN209568359U CN201920069307.5U CN201920069307U CN209568359U CN 209568359 U CN209568359 U CN 209568359U CN 201920069307 U CN201920069307 U CN 201920069307U CN 209568359 U CN209568359 U CN 209568359U
Authority
CN
China
Prior art keywords
guard fence
fence base
spandrel girder
construction
template
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
CN201920069307.5U
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Chinese (zh)
Inventor
郭金伟
孟祥源
杨德月
党彦锋
唐永
杨浩
张志龙
朱守泰
王洋
井海鹏
高文
姚承世
康亚飞
李更旭
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.)
Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co Ltd
Original Assignee
Sixth Engineering Co Ltd Of Cccc Fourth Highway 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 Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co Ltd filed Critical Sixth Engineering Co Ltd Of Cccc Fourth Highway Engineering Co Ltd
Priority to CN201920069307.5U priority Critical patent/CN209568359U/en
Application granted granted Critical
Publication of CN209568359U publication Critical patent/CN209568359U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a kind of falseworks for the construction of outer-enwraped type Guard fence base, including a vertically arranged support frame, support frame is supported on bridge flange plate, set up a horizontally disposed spandrel girder in upper end, the rear end of spandrel girder connects the upper end of two vertically arranged anchor rods, and the lower end of two anchor rods is connected on the inside of bridge on Guard fence base;The front end of spandrel girder connects a vertically arranged template sunpender, and the template sunpender is fixedly connected with Guard fence base exterior sheathing.The spandrel girder of the utility model uses truss form, and rigidity is larger, and bracket is directly fixed with Guard fence base outboard template, solves the problems, such as exterior sheathing downwarp in the prior art, can guarantee the construction quality of outer-enwraped type Guard fence base.

Description

A kind of falsework for the construction of outer-enwraped type Guard fence base
Technical field
The utility model relates to Collison fence for bridge technical field of construction, and in particular to one kind is used for bridge outer-enwraped type guardrail The detachable falsework of basement construction.
Background technique
Traditional highway bridge guardrail form is mostly brace type, i.e. Guard fence base is completely supported on bridge flange plate, shield When column pedestal pouring construction, the medial and lateral template of Guard fence base can be all supported directly on bridge flange plate, between inside and outside template By being fixed to pull rod.Because there are construction joints between the anticollision barrier base bottom and bridge flange plate of this form, influence whole External to see, then outer-enwraped type Guard fence base comes into being.As shown in Figure 1, outer-enwraped type guardrail 1 is located at bridge flange plate 2 below Bottom, from the appearance outer-enwraped type guardrail and bridge are one complete whole therefore more beautiful.But outer-enwraped type Guard fence base exists Outboard template can not be supported directly on the bridge edge of a wing when construction, but be suspended on the outside of flange plate, if medial and lateral template is still logical It crosses and pull rod is connected, because the ability of pull rod resist torque is lower, outboard template downwarp certainly will be will lead to, increase difficulty of construction, Also the construction quality of anticollision barrier pedestal is influenced.
Summary of the invention
The purpose of this utility model is that providing one kind aiming at the problem that outer-enwraped type Guard fence base outboard template is not fixed easily For the falsework of outer-enwraped type Guard fence base construction, exterior sheathing is suspended in midair by bracket and exterior sheathing is fixed.
The technical solution of the utility model is as follows:
A kind of falsework for the construction of outer-enwraped type Guard fence base, it is characterised in that: including a vertically arranged support Frame, support frame as described above lower end are equipped with the pedestal being supported on bridge flange plate, and a horizontally disposed spandrel girder is set up in upper end, described Spandrel girder is spliced side by side using two panels truss, and reinforcement welding is used between two panels truss;The rear end of spandrel girder connects two The upper end of vertically arranged anchor rod, the lower end of two anchor rods are connected on the inside of bridge on Guard fence base;Before the spandrel girder One vertically arranged template sunpender of end connection, the template sunpender are fixedly connected with Guard fence base exterior sheathing.
The main spandrel girder of the utility model uses truss form, and rigidity is larger, and bracket is directly fixed with outboard template, from knot Solves the problems, such as template downwarp in structure stress, concreting effect is preferable.Bracket is made of each section of different function, respectively Part quick-detach can assemble fastly, improve construction efficiency.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of outer-enwraped type guardrail;
Fig. 2 is the structural schematic diagram of the utility model;
Fig. 3 is the structural schematic diagram of the support frame of the utility model;
Fig. 4 is the structural schematic diagram of the anchor rod of the utility model;
Fig. 5 is the structural schematic diagram of the template sunpender of the utility model.
Specific embodiment
As shown in Fig. 2, the utility model includes a vertically arranged support frame 3,3 lower end of support frame as described above is equipped with and is supported on A horizontally disposed spandrel girder 5 is set up in pedestal 4 on bridge flange plate 2, upper end, and the spandrel girder 5 is arranged side by side using two panels truss It is spliced, reinforcement welding is used between two panels truss;The rear end of spandrel girder 5 connects the upper of two vertically arranged anchor rods 6 End, the lower end of two anchor rods 6 are connected on the inside of bridge on Guard fence base 7;The front end connection one of the spandrel girder 5 is vertically arranged Template sunpender 8, the template sunpender 8 are fixedly connected with Guard fence base exterior sheathing 9.
As shown in figure 3, support frame as described above 3 includes two vertical bars 31, the spacing of two vertical bars 31 is greater than or equal to the load-bearing The width of beam, the lower end of two vertical bars 31 are welded with the pedestal 4 respectively, are connected by place near to the upper end by a cross bar 32 between two vertical bars It connects, the spandrel girder 5 is supported on the cross bar 32 between two vertical bars.
As shown in figure 4, the anchor rod 6 includes a U-shaped muscle 61, under the both ends of the U-shaped muscle 61 and a screw-thread steel 62 End welding, gap of the upper end of the screw-thread steel 62 across two truss of spandrel girder, and purlin is fixed on backing plate and nut 10 The top boom top surface of frame;Intert a positioning bar 11, two anchor rods 6 on the inside of the bridge in the transverse drain duct of Guard fence base 7 U-shaped muscle 61 be hung in the both ends of the positioning bar 11.
As shown in figure 5, the template sunpender 8 is L-type;Gap of 8 upper end of template sunpender across two truss of spandrel girder, And the top boom top surface of truss is fixed on backing plate and nut;The lower end of template sunpender 8 sets an elbow 81, and 8 support of elbow is in guardrail 9 bottom of pedestal exterior sheathing;Template sunpender is equipped at least two connecting rods 82, the connecting rod 82 and Guard fence base exterior sheathing 9 Back cord be bolted, or be welded to connect.
The utility model is detachable structure, when for constructing, by each component on-site assembly.First on bridge flange plate 2 Support frame 3 is erect and fixed, spandrel girder 5 is lifted by crane and ridden upon on the cross bar of support frame with loop wheel machine, the side rail in bridge Intert positioning bar 11 in the transverse drain duct of pedestal 7, the both ends of positioning bar protrude from the two sides of Guard fence base on the inside of bridge, The U-shaped muscle of two anchor rods 6 is respectively fitted over to the both ends of positioning bar 11;Two anchor rod upper ends are across two truss pieces of spandrel girder Gap, install and tighten nut in anchor rod upper end, make two anchor rods U-shaped muscle tense positioning bar 11.Again by template sunpender 8 It is fixed with Guard fence base outboard template 9, sunpender and outboard template are lifted by crane by crane, by sunpender be placed in two truss piece of spandrel girder it Between gap, adjust sunpender and outboard template to appropriate height, tighten nut in sunpender upper end.Entire falsework installs At then according still further to routine operation installation Guard fence base inner side template 12, progress concrete pouring construction.

Claims (4)

1. a kind of falsework for the construction of outer-enwraped type Guard fence base, it is characterised in that: including a vertically arranged support frame, Support frame as described above lower end is equipped with the pedestal being supported on bridge flange plate, and a horizontally disposed spandrel girder is set up in upper end, described to hold Weight beam is spliced side by side using two panels truss, and reinforcement welding is used between two panels truss;The rear end of spandrel girder connects two and erects To the upper end of the anchor rod of setting, the lower end of two anchor rods is connected on the inside of bridge on Guard fence base;The front end of the spandrel girder A vertically arranged template sunpender is connected, the template sunpender is fixedly connected with Guard fence base exterior sheathing.
2. the falsework according to claim 1 for the construction of outer-enwraped type Guard fence base, it is characterised in that: the support Frame includes two vertical bars, and the spacing of two vertical bars is greater than or equal to the width of the spandrel girder, the lower end of two vertical bars respectively with it is described Tube chamber welds with base, by place near to the upper end by cross bar connection between two vertical bars, the spandrel girder is supported on the cross bar between two vertical bars.
3. the falsework according to claim 1 for the construction of outer-enwraped type Guard fence base, it is characterised in that: the anchoring Bar includes a U-shaped muscle, and the both ends of the U-shaped muscle and the lower end of a screw-thread steel are welded, and the upper end of the screw-thread steel passes through spandrel girder Gap between two truss, and it is fixed on backing plate and nut the top boom top surface of truss;The cross of Guard fence base on the inside of bridge Intert a positioning bar into drainpipe duct, the U-shaped muscle of two anchor rods is hung in the both ends of the positioning bar.
4. the falsework according to claim 1 for the construction of outer-enwraped type Guard fence base, it is characterised in that: the template Sunpender is L-type;Gap of the template sunpender upper end across two truss of spandrel girder, and the upper of truss is fixed on backing plate and nut Chord member top surface;The lower end of template sunpender sets an elbow, and elbow support is in Guard fence base exterior sheathing bottom;Template sunpender is equipped at least Two connecting rods, the connecting rod and the back cord of Guard fence base exterior sheathing are bolted.
CN201920069307.5U 2019-01-16 2019-01-16 A kind of falsework for the construction of outer-enwraped type Guard fence base Expired - Fee Related CN209568359U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920069307.5U CN209568359U (en) 2019-01-16 2019-01-16 A kind of falsework for the construction of outer-enwraped type Guard fence base

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920069307.5U CN209568359U (en) 2019-01-16 2019-01-16 A kind of falsework for the construction of outer-enwraped type Guard fence base

Publications (1)

Publication Number Publication Date
CN209568359U true CN209568359U (en) 2019-11-01

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ID=68332299

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920069307.5U Expired - Fee Related CN209568359U (en) 2019-01-16 2019-01-16 A kind of falsework for the construction of outer-enwraped type Guard fence base

Country Status (1)

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CN (1) CN209568359U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777652A (en) * 2019-11-11 2020-02-11 张红 Construction method for suspended part of intelligent anti-collision guardrail of highway bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110777652A (en) * 2019-11-11 2020-02-11 张红 Construction method for suspended part of intelligent anti-collision guardrail of highway bridge

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GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20191101

Termination date: 20220116