CN207314139U - Concrete continuous girder bridge guardrail suspends steel form in midair - Google Patents
Concrete continuous girder bridge guardrail suspends steel form in midair Download PDFInfo
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- CN207314139U CN207314139U CN201721067743.6U CN201721067743U CN207314139U CN 207314139 U CN207314139 U CN 207314139U CN 201721067743 U CN201721067743 U CN 201721067743U CN 207314139 U CN207314139 U CN 207314139U
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Abstract
It the utility model is related to concrete continuous girder bridge guardrail suspention steel form, including inner side steel form and outer steel formwork plate, inner side steel form, outer steel formwork plate are formed by some sections of steel form sections, the inner side steel form is fixed in box beam by support system, hanger is equipped with the template frame both ends top surface of every section of template segment of inner side steel form, the outer steel formwork plate is suspended on the inner side steel form by hanger and suspending rod.The utility model is by setting hanger and suspending rod that outer steel formwork plate is suspended on the steel form of inner side, solve do not possess the bridge side rail steel form for setting up stent set up problem, and suspending rod lower end is to be threadedly coupled with outer steel formwork plate, it is conveniently adjusted the height of outer steel formwork plate, it is easy to use, and it is easy to form removal, and the utility model suspention steel form design is reasonable, it is simple in structure, it is safe and reliable.
Description
Technical field
A kind of bridge construction, more particularly to concrete continuous girder bridge guardrail suspention steel form are the utility model is related to,
Belong to bridge construction ancillary equipment field.
Background technology
Bridge guardrail refers to be arranged at the guardrail on bridge.Its purpose is to prevent errant vehicle from running off outside bridge, have
Prevent vehicle from breaking through, under wear, cross bridge and beautify bridge construction function.To adapt to the traffic row of Modern High-Speed development
Industry, bridge are the more to repair the more high, and are much constructed at present in bridge construction beam across highway bridge, railway, river, in order not to shadow
The traffic below bridge construction beam is rung, does not possess the condition for setting up stent when bridge side rail is constructed, is especially building
Across the bridge of the such water works of the south water to north, since the south water to north is higher to water quality requirement with less the bar for setting up stent
Part.Therefore, the erection that the template of the bridge side rail of bracket adjustment is set up to not possessing is that those skilled in the art are worth studying
The problem of.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of solution and never possesses the bridge side for setting up stent condition
The concrete continuous girder bridge guardrail suspention steel form of guardrail template erection problem.
To achieve the above object, technical solution is used by the utility model：Concrete continuous girder bridge guardrail suspends steel in midair
Template, including inner side steel form and outer steel formwork plate, the inner side steel form, outer steel formwork plate are by some sections of steel form section groups
Into the inner side steel form is fixed in box beam by support system, the template frame both ends of every section of template segment of inner side steel form
Hanger is equipped with top surface, the hanger includes longeron and outside cantilever and horizontally disposed crossbeam, longeron lower end are fixed
It is connected in the rib tape of the template segment termination, the inner connection of the upper end and crossbeam, crossbeam outer end offers outstanding for installing
The mounting hole of sunpender, through hole, outer steel formwork are equipped with the top surface of the outer steel formwork plate in place of the underface of mounting hole
Female thread bush is fixedly installed on the top beam lower surface of the template frame of plate, the thread bush is coaxially set with the through hole
Put, the outer steel formwork plate is suspended on the inner side steel form by hanger and suspending rod, inner side, outer steel formwork plate it is upper
End and lower end are fixed by Screw arbor with nut at both-ends.
In the above-mentioned technical solutions, the longitudinal and cross beam fixed connection place, which is equipped with, strengthens fixed plate.
In the above-mentioned technical solutions, the suspending rod upper and lower ends are equipped with the external screw thread being adapted to thread bush, thereon
Hold through mounting hole and by being locked with the sleeve of the upper end threaded adapter, lower end is threadedly coupled through through hole and with thread bush.
In the above-mentioned technical solutions, inner side, outer steel formwork plate template frame top beam top surface on be fixed with it is solid to drawing
Fixed board, both lower ends be equipped with it is lower to draw fixed plate, and on the steel form of both sides on to draw fixed plate be respectively positioned on template frame rib tape just
Top, the lower lower part to drawing fixed plate to be each attached to template frame rib tape on the steel form of both sides.
The beneficial effects of the utility model are：The utility model is by setting hanger and suspending rod to hang outer steel formwork plate
Be hung on the steel form of inner side, solve do not possess the bridge side rail steel form for setting up stent set up problem, and under suspending rod
End is to be threadedly coupled with outer steel formwork plate, is conveniently adjusted the height of outer steel formwork plate, easy to use, and is easy to form removal, and
The utility model suspention steel form design is reasonable, simple in structure, safe and reliable.
Brief description of the drawings
Fig. 1 is the end structure illustration of the utility model concrete continuous girder bridge guardrail suspention steel form；
Fig. 2 is the structure diagram of template segment.
The meaning representated by label in figure is：1st, inner side steel form, 2, hanger, 201, longeron, 202, strengthen fixing
Plate, 203, crossbeam, 3, suspending rod, 4, thread bush, 5, on to drawing fixed plate, 6, upper Screw arbor with nut at both-ends, 7, outer steel formwork plate, 8, nut
Component, 9, lower Screw arbor with nut at both-ends, 10, support system, 11, box beam, 12, rib tape.
Embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained, shall fall within the protection scope of the present invention.
Unless otherwise defined, the technical term or scientific terminology that the disclosure uses should be the utility model fields
The ordinary meaning that the interior personage with general technical ability is understood." first ", " second " and the similar word used in the disclosure
Language is not offered as any order, quantity or importance, and is used only to distinguish different parts." comprising " or " bag
Containing " etc. similar word mean to occur element before the word either object cover appear in the word presented hereinafter element or
Object and its equivalent, and it is not excluded for other elements or object.The similar word such as " connection " or " connected " is not limited to
Physics or mechanical connection, but electrical connection can be included, it is either directly or indirect." on ", " under ",
"left", "right" etc. is only used for representing relative position relation, and after the absolute position for being described object changes, then the relative position is closed
System may also correspondingly change.
Embodiment 1：Referring to Fig. 1 and 2, concrete continuous girder bridge guardrail suspention steel form, including inner side steel form and outside
Steel form, the inner side steel form, outer steel formwork plate are formed by some sections of steel form sections, and inner side steel form passes through support system
It is fixed in box beam, is equipped with hanger on the template frame both ends top surface of every section of template segment of inner side steel form, hanger includes
Longeron and outside cantilever and horizontally disposed crossbeam, longeron lower end are fixedly connected in the rib tape of template segment termination, the upper end with
The inner connection of crossbeam, crossbeam outer end offers the mounting hole for installing suspending rod, is located on the outside on the top surface of steel form
Through hole is equipped with place of the underface of mounting hole, is fixedly installed on the top beam lower surface of the template frame of outer steel formwork plate female
Thread bush, thread bush are coaxially disposed with the through hole, and outer steel formwork plate is suspended in the inner side steel by hanger and suspending rod
In template, inner side steel form, the top and bottom of outer steel formwork plate are fixed by Screw arbor with nut at both-ends.Longitudinal and cross beam is fixedly connected
Place, which is equipped with, strengthens fixed plate.
Suspending rod upper and lower ends are equipped with the external screw thread being adapted to thread bush, the upper end through mounting hole and by with thereon
The sleeve locking of threaded adapter is held, lower end is threadedly coupled through through hole and with thread bush.
Inner side steel form, outer steel formwork plate template frame top beam top surface on be fixed with to drawing fixed plate, under both
End be equipped with it is lower to drawing fixed plate, and on the steel form of both sides on to drawing fixed plate to be respectively positioned on directly over template frame rib tape, both sides steel
The lower lower part to drawing fixed plate to be each attached to template frame rib tape in template.
Claims (4)
1. concrete continuous girder bridge guardrail suspention steel form, including inner side steel form and outer steel formwork plate, the inner side steel form,
Outer steel formwork plate is formed by some sections of steel form sections, and the inner side steel form is fixed in box beam by support system, it is special
Sign is, hanger is equipped with the template frame both ends top surface of every section of template segment of inner side steel form, and the hanger includes vertical
Beam and outside cantilever and horizontally disposed crossbeam, longeron lower end are fixedly connected in the rib tape of the template segment termination, the upper end
It is connected with the inner of crossbeam, crossbeam outer end offers the mounting hole for installing suspending rod, in the top surface of the outer steel formwork plate
It is upper to be equipped with through hole in place of the underface of mounting hole, it is fixedly installed on the top beam lower surface of the template frame of outer steel formwork plate interior
The thread bush of screw thread, the thread bush are coaxially disposed with the through hole, and the outer steel formwork plate is hanged by hanger and suspending rod
It is hung on the inner side steel form, inner side, the top and bottom of outer steel formwork plate are fixed by Screw arbor with nut at both-ends.
2. concrete continuous girder bridge guardrail according to claim 1 suspends steel form in midair, it is characterised in that the longeron and
Crossbeam fixed connection place, which is equipped with, strengthens fixed plate.
3. concrete continuous girder bridge guardrail according to claim 1 suspends steel form in midair, it is characterised in that the suspending rod
Upper and lower ends are equipped with the external screw thread being adapted to thread bush, and the upper end is through mounting hole and passes through the set with the upper end threaded adapter
Cylinder locking, lower end are threadedly coupled through through hole and with thread bush.
4. concrete continuous girder bridge guardrail according to claim 1 suspends steel form in midair, it is characterised in that inner side steel form,
Be fixed with the template frame top beam top surface of outer steel formwork plate to draw fixed plate, both lower ends be equipped with it is lower to draw fixed plate,
And on the steel form of both sides on to drawing fixed plate to be respectively positioned on directly over template frame rib tape, it is lower to drawing fixed plate on the steel form of both sides
It is each attached to the lower part of template frame rib tape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721067743.6U CN207314139U (en) | 2017-08-24 | 2017-08-24 | Concrete continuous girder bridge guardrail suspends steel form in midair |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721067743.6U CN207314139U (en) | 2017-08-24 | 2017-08-24 | Concrete continuous girder bridge guardrail suspends steel form in midair |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314139U true CN207314139U (en) | 2018-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721067743.6U Active CN207314139U (en) | 2017-08-24 | 2017-08-24 | Concrete continuous girder bridge guardrail suspends steel form in midair |
Country Status (1)
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| CN (1) | CN207314139U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677721A (en) * | 2018-05-23 | 2018-10-19 | 安徽华骅桥梁设备制造有限公司 | A kind of protection wall form increasing gas vent |
| CN110318337A (en) * | 2019-05-22 | 2019-10-11 | 中建四局第六建筑工程有限公司 | A kind of bridge side guardrail formwork structure and its construction method |
-
2017
- 2017-08-24 CN CN201721067743.6U patent/CN207314139U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108677721A (en) * | 2018-05-23 | 2018-10-19 | 安徽华骅桥梁设备制造有限公司 | A kind of protection wall form increasing gas vent |
| CN110318337A (en) * | 2019-05-22 | 2019-10-11 | 中建四局第六建筑工程有限公司 | A kind of bridge side guardrail formwork structure and its construction method |
| CN110318337B (en) * | 2019-05-22 | 2024-08-23 | 中建四局第六建筑工程有限公司 | Bridge edge guardrail template structure and construction method thereof |
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