CN110952452A - Viaduct anticollision barrier template fixing system - Google Patents
Viaduct anticollision barrier template fixing system Download PDFInfo
- Publication number
- CN110952452A CN110952452A CN201911160751.9A CN201911160751A CN110952452A CN 110952452 A CN110952452 A CN 110952452A CN 201911160751 A CN201911160751 A CN 201911160751A CN 110952452 A CN110952452 A CN 110952452A
- Authority
- CN
- China
- Prior art keywords
- rib
- vertical
- template
- muscle
- transverse rib
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a template fixing system for an anti-collision guardrail of an viaduct, which relates to the technical field of the fixation of anti-collision guardrails of viaducts, and specifically comprises a first transverse rib, an outer template and an inner template, wherein a second transverse rib is arranged below the first transverse rib, left vertical ribs are fixed on the left sides of the first transverse rib and the second transverse rib, the right sides of the first transverse rib and the second transverse rib are connected with right vertical ribs, rib feet are fixed at the bottoms of the right vertical ribs, the outer sides of the left vertical ribs and the right vertical ribs are connected with vertical bending ribs, and the outer template and the inner template are arranged in an area surrounded by the second transverse rib, the left vertical ribs and the right vertical ribs. This viaduct anticollision barrier template fixed system, all overpass anticollision barriers and road central authorities hard shoulder all can use, and application scope is extremely wide, and uses the anticollision barrier of this fixed system construction, and surface color is unanimous, bright and clean no hole, and appearance quality is good, and anticollision barrier does not have the hole, need not to pour into the mortar, and the secondary is reworked.
Description
Technical Field
The invention relates to the technical field of fixing of an anti-collision guardrail of a viaduct, in particular to a template fixing system of the anti-collision guardrail of the viaduct.
Background
The reinforced concrete structure occupies a very large proportion of the current construction works, basically all the constructions use more or less reinforced concrete structures, the reinforced concrete structures mostly use cement as a base material, and then steel bars are inserted into the reinforced concrete structures, so compared with the common concrete structures and the single steel bar frame structures, the reinforced concrete structures are more solid, compact and firm.
And in concrete structure work progress, many templates need adopt to drawing the screw rod to fix, and with regard to inevitable production a large amount of holes like this, these holes not only influence the appearance quality of anticollision barrier, and later stage shutoff also need consume a large amount of manpower and materials, and it is closely knit to hardly fill moreover, and the effect is relatively poor.
In order to overcome the defects of the construction method, the invention provides a fixing system which can replace a counter-pull screw and externally fix a template.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a template fixing system for an overhead bridge anti-collision guardrail, which solves the problems in the background art.
In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides an overhead bridge anticollision barrier template fixed system, includes first horizontal muscle, exterior sheathing and interior sheathing, the below of first horizontal muscle is provided with the horizontal muscle of second, and the left side of the horizontal muscle of first horizontal muscle and second all is fixed with the vertical muscle in a left side, the right side of the horizontal muscle of first horizontal muscle and second all is connected with the vertical muscle in the right side, and the bottom of the vertical muscle in the right side is fixed with the muscle foot, the outside of the vertical muscle in a left side and the vertical muscle in the right side all is connected with vertical bending rib, exterior sheathing and interior sheathing all set up in the region that the horizontal muscle in second, the vertical muscle in a left side and the vertical muscle in the right side enclose, and exterior sheathing and interior sheathing are the setting in a left side and the right side.
Optionally, the first transverse rib and the second transverse rib are connected through a left vertical rib and a right vertical rib, and the length of the right vertical rib is smaller than that of the left vertical rib.
Optionally, positions between the left vertical rib and the right vertical rib are symmetrical about a vertical center line of the first transverse rib, and the vertical bending ribs are respectively installed at equal-height positions of the left vertical rib and the right vertical rib.
Optionally, reinforcing plates are connected between the vertical bending rib and the left vertical rib and between the vertical bending rib and the right vertical rib, and the positions between the reinforcing plates are symmetrical about a vertical center line of the first transverse rib.
Optionally, bolts transversely penetrate through the upper side and the lower side of the inside of the left vertical rib, holes are correspondingly formed in the outer template, and the bolts on the left vertical rib are screwed into the holes in the outer template.
Optionally, bolts transversely penetrate through the inside of the upper portion of the right vertical rib and the inside of the rib foot, and the bolts on the right vertical rib and the bolts on the rib foot are spirally inserted into the inner formwork.
Optionally, the first horizontal rib, the second horizontal rib, the left vertical rib, the right vertical rib and the vertical bending rib are integrally welded into a clamping support main body, and the outer template and the inner template are integrally combined into a template structure.
Optionally, one formwork structure is arranged every two meters, and each formwork structure is provided with two clamping support main bodies.
The invention provides a fixing system for an overhead bridge anti-collision guardrail template, which has the following beneficial effects: this viaduct anticollision barrier template fixed system, all viaduct anticollision barriers and road central authorities' hard shoulder all can use, and application scope is extremely wide, and uses the anticollision barrier of this fixed system construction, and surface color is unanimous, bright and clean no hole, and appearance quality is good, and anticollision barrier does not have the hole, need not to pour into the mortar, and the secondary is done over again, and installs swiftly conveniently, but cyclic reuse has saved plenty of time and manpower and materials, has guaranteed the engineering quality, has improved engineering construction operating efficiency.
Drawings
FIG. 1 is a schematic view of a split structure according to the present invention;
FIG. 2 is a schematic view of the overall structure of the present invention;
FIG. 3 is a schematic view of the present invention in use.
In the figure: 1. a first transverse bar; 2. a second transverse bar; 3. a left vertical rib; 4. a right vertical rib; 5. a rib foot; 6. vertically bending the ribs; 7. a reinforcing plate; 8. a bolt; 9. an outer template; 10. and (4) an inner template.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, are only for convenience in describing and simplifying the description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, should not be construed as limiting the invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "connected" and "connected" are to be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; may be directly connected or indirectly connected through an intermediate. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1 to 3, the present invention provides a technical solution: a template fixing system for an overhead bridge anti-collision guardrail comprises a first transverse rib 1, an outer template 9 and an inner template 10, wherein a second transverse rib 2 is arranged below the first transverse rib 1, left vertical ribs 3 are fixed on the left sides of the first transverse rib 1 and the second transverse rib 2, right vertical ribs 4 are connected on the right sides of the first transverse rib 1 and the second transverse rib 2, rib feet 5 are fixed at the bottoms of the right vertical ribs 4, the first transverse rib 1 and the second transverse rib 2 are connected through the left vertical rib 3 and the right vertical rib 4, the length of the right vertical rib 4 is smaller than that of the left vertical rib 3, and the first transverse rib 1, the second transverse rib 2, the left vertical rib 3 and the right vertical rib 4 are connected to form a basic clamping support structure;
the outer sides of the left vertical rib 3 and the right vertical rib 4 are both connected with a vertical bending rib 6, the position between the left vertical rib 3 and the right vertical rib 4 is symmetrical about a vertical central line of the first transverse rib 1, the vertical bending ribs 6 are respectively installed at equal height positions of the left vertical rib 3 and the right vertical rib 4, the vertical bending ribs 6 are used for reinforcing the left vertical rib 3 and the right vertical rib 4, bearing stress is achieved, the stability and the using effect of the clamping support are improved, the service life of the clamping support is prolonged, reinforcing plates 7 are connected between the vertical bending ribs 6 and the left vertical rib 3 and between the vertical bending ribs 6 and the right vertical rib 4, the positions between the reinforcing plates 7 are symmetrical about the vertical central line of the first transverse rib 1, and the reinforcing plates 7 are used for reinforcing the connection between the left vertical rib 3 and the vertical bending rib 6 and the connection between the right vertical rib 4 and the vertical bending rib 6;
the outer template 9 and the inner template 10 are arranged in the area surrounded by the second transverse rib 2, the left vertical rib 3 and the right vertical rib 4, the outer template 9 and the inner template 10 are arranged in a left-right mode, bolts 8 transversely penetrate through the upper side and the lower side of the inside of the left vertical rib 3, holes are correspondingly formed in the outer template 9, the bolts 8 on the left vertical rib 3 are spirally inserted into the holes in the outer template 9, the outer template 9 is connected and assembled on the left vertical rib 3 through the bolts 8 to obtain stable support from the left vertical rib 3, the bolts 8 transversely penetrate through the upper inside of the right vertical rib 4 and the inside of the rib foot 5, the bolts 8 on the right vertical rib 4 and the bolts 8 on the rib foot 5 are spirally inserted into the inner template 10, the inner template 10 is assembled on a right vertical rib structure formed by the right vertical rib 4, the rib foot 5, the vertical bending rib 6 and the reinforcing plate 7 through the bolts 8, and obtain stable support from this vertical rib structure;
first horizontal muscle 1, the horizontal muscle 2 of second, vertical muscle 3 in a left side, vertical muscle 4 in a right side and the vertical muscle 6 integrated weld of buckling become chucking support main part, the whole synthetic template structure of exterior sheathing 9 and interior sheathing 10, come the solid fixed die plate structure by chucking support main part, replace the counter-pull screw rod, outside solid fixed die plate, thereby just also solved the problem that produces a large amount of holes, and then guaranteed the engineering quality, it is closely knit to make reinforced concrete structure fill, the piece is established every two meters to the template structure, and every template structure is equipped with two chucking support main parts, a template structure corresponds two chucking support main parts, so just make the template structure by stable fixed, the fastness is strong, every template structure is not far away simultaneously, help guaranteeing the engineering quality of overpass anticollision barrier.
In conclusion, according to the template fixing system for the anti-collision guardrail of the viaduct, transverse ribs (specifically, a first transverse rib 1 and a second transverse rib 2) and vertical ribs (specifically, a left vertical rib 3, a right vertical rib 4 and a vertical bending rib 6) are welded to form a clamping support main body, the vertical ribs are reinforced by the reinforcing plate 7, the clamping support and the template (specifically, an outer template 9 and an inner template 10) are connected through bolts 8, the template is fixed through bolts 8, the anti-explosion template is prevented, when the anti-collision guardrail is installed, the inner template 10 is installed firstly, the outer template 9 and the clamping support are connected through the bolts 8 in advance, it needs to be noted that one clamping support is arranged every 2 meters of the template, each template is provided with two clamping supports, after the outer template 9 is installed, the clamping support and the inner template 10 are connected through the bolts 8, and therefore, the fixing work of the anti-collision guardrail template of the via.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (8)
1. The utility model provides an overpass anticollision barrier template fixed system, includes first horizontal muscle (1), exterior sheathing (9) and interior sheathing (10), its characterized in that: the utility model discloses a building formwork, including horizontal muscle (1) of first horizontal muscle (1), first horizontal muscle (1) and the left side of the horizontal muscle (2) of second all be fixed with vertical muscle (3) in a left side, the right side of the horizontal muscle (2) of first horizontal muscle (1) and second all is connected with vertical muscle (4) in the right side, and the bottom of the vertical muscle (4) in the right side is fixed with muscle foot (5), the outside of the vertical muscle (3) in a left side and the vertical muscle (4) in the right side all is connected with vertical muscle (6) of buckling, exterior sheathing (9) and interior sheathing (10) all set up in the region that the horizontal muscle (2) of second, vertical muscle (3) in a left side and vertical muscle (4) in the right side enclose and establish, and exterior sheathing (9) and interior sheathing (10) are the setting of a left side.
2. The elevated bridge anti-collision guardrail template fixing system as claimed in claim 1, wherein: the first transverse rib (1) is connected with the second transverse rib (2) through the left vertical rib (3) and the right vertical rib (4), and the length of the right vertical rib (4) is smaller than that of the left vertical rib (3).
3. The elevated bridge anti-collision guardrail template fixing system as claimed in claim 1, wherein: the left vertical rib (3) and the right vertical rib (4) are symmetrical about a vertical central line of the first transverse rib (1), and the vertical bending ribs (6) are respectively installed at equal-height positions of the left vertical rib (3) and the right vertical rib (4).
4. The elevated bridge anti-collision guardrail template fixing system as claimed in claim 1, wherein: the vertical bending rib (6) and the left vertical rib (3) as well as the vertical bending rib (6) and the right vertical rib (4) are all connected with reinforcing plates (7), and the positions between the reinforcing plates (7) are symmetrical about the vertical central line of the first transverse rib (1).
5. The elevated bridge anti-collision guardrail template fixing system as claimed in claim 1, wherein: the upper side and the lower side of the inner portion of the left vertical rib (3) are transversely provided with bolts (8) in a penetrating mode, holes are correspondingly formed in the outer template (9), and the bolts (8) on the left vertical rib (3) are screwed into the holes in the outer template (9).
6. The elevated bridge anti-collision guardrail template fixing system of claim 5, wherein: the bolt (8) transversely penetrates through the inside of the upper portion of the right vertical rib (4) and the inside of the rib foot (5), and the bolt (8) on the right vertical rib (4) and the bolt (8) on the rib foot (5) are spirally inserted into the inner formwork (10).
7. The elevated bridge anti-collision guardrail template fixing system of claim 6, wherein: the first transverse rib (1), the second transverse rib (2), the left vertical rib (3), the right vertical rib (4) and the vertical bending rib (6) are integrally welded into a clamping support main body, and the outer template (9) and the inner template (10) are integrally combined into a template structure.
8. The elevated bridge anti-collision guardrail template fixing system of claim 7, wherein: the template structure is arranged one for every two meters, and each template structure is provided with two clamping support main bodies.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911160751.9A CN110952452A (en) | 2019-11-23 | 2019-11-23 | Viaduct anticollision barrier template fixing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911160751.9A CN110952452A (en) | 2019-11-23 | 2019-11-23 | Viaduct anticollision barrier template fixing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110952452A true CN110952452A (en) | 2020-04-03 |
Family
ID=69976770
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911160751.9A Pending CN110952452A (en) | 2019-11-23 | 2019-11-23 | Viaduct anticollision barrier template fixing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110952452A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1136234A (en) * | 1997-07-22 | 1999-02-09 | Kawada Kensetsu Kk | Construction method for concrete structure with precast buried form |
| CN2773156Y (en) * | 2005-04-13 | 2006-04-19 | 路俊生 | Integrated template of cast-in-situs concrete barrier for bridge |
| CN103015325A (en) * | 2012-12-24 | 2013-04-03 | 中铁十七局集团第二工程有限公司 | Construction method of cast-in-place concrete crash barrier with eaves |
| CN103643646A (en) * | 2013-12-26 | 2014-03-19 | 上海市基础工程集团有限公司 | Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall |
| CN208039042U (en) * | 2018-03-23 | 2018-11-02 | 江苏省交通工程集团有限公司 | A kind of non-strut construction structure of Collison fence for bridge |
-
2019
- 2019-11-23 CN CN201911160751.9A patent/CN110952452A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1136234A (en) * | 1997-07-22 | 1999-02-09 | Kawada Kensetsu Kk | Construction method for concrete structure with precast buried form |
| CN2773156Y (en) * | 2005-04-13 | 2006-04-19 | 路俊生 | Integrated template of cast-in-situs concrete barrier for bridge |
| CN103015325A (en) * | 2012-12-24 | 2013-04-03 | 中铁十七局集团第二工程有限公司 | Construction method of cast-in-place concrete crash barrier with eaves |
| CN103643646A (en) * | 2013-12-26 | 2014-03-19 | 上海市基础工程集团有限公司 | Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall |
| CN208039042U (en) * | 2018-03-23 | 2018-11-02 | 江苏省交通工程集团有限公司 | A kind of non-strut construction structure of Collison fence for bridge |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013211A (en) | Foundation bolt group fixing structure and construction method thereof | |
| CN210341667U (en) | Pier shaft embedded steel bar clamp | |
| CN109235280A (en) | The operation platform and construction method of bridge coping | |
| CN110952452A (en) | Viaduct anticollision barrier template fixing system | |
| CN109837924B (en) | Construction method for intersection part of lattice column and main body structure of foundation pit support | |
| CN209194347U (en) | The operation platform of bridge coping | |
| CN107724384B (en) | Pile-to-pile connection construction method | |
| CN214005382U (en) | Bridge bent cap staple bolt formwork system | |
| CN214459664U (en) | Floor-free pier column bent cap template dismounting device | |
| CN208346973U (en) | Concrete-filled steel tubular hollow steel structure technique and steel construction | |
| CN212129558U (en) | Novel connecting structure between beam wall and column | |
| CN210657902U (en) | A side form supporting device for road bed construction | |
| CN219527354U (en) | Pouring template system of oblique leg steel structure bridge | |
| CN221031418U (en) | Integrated device is consolidated to vertical post muscle of cushion cap and template | |
| CN215105247U (en) | Reinforced concrete square pile convenient to installation | |
| CN219824777U (en) | Non-joint cutting cement concrete pavement structure | |
| CN213062527U (en) | Prefabricated section steel concrete shear wall structure | |
| CN109695315A (en) | A kind of assembled steel tube bank prestressed concrete combination beam and its construction method | |
| CN213897808U (en) | Building stand column structure | |
| CN212835949U (en) | Steel column connection structure | |
| CN221298198U (en) | Concrete placement steel constructs structure | |
| CN218374389U (en) | Multi-functional support cold-formed steel for node that excels in | |
| CN220433353U (en) | Concrete curb auxiliary pouring device | |
| CN220203004U (en) | Connection structure between concrete stand and steel stand | |
| CN216766280U (en) | Node structure of UHPC roof beam and wallboard seam crossing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200403 |