CN209816657U - Efficient steel-concrete combined bridge deck formwork structure - Google Patents

Efficient steel-concrete combined bridge deck formwork structure Download PDF

Info

Publication number
CN209816657U
CN209816657U CN201822044239.5U CN201822044239U CN209816657U CN 209816657 U CN209816657 U CN 209816657U CN 201822044239 U CN201822044239 U CN 201822044239U CN 209816657 U CN209816657 U CN 209816657U
Authority
CN
China
Prior art keywords
concrete
template structure
strength bolt
nut
square
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.)
Active
Application number
CN201822044239.5U
Other languages
Chinese (zh)
Inventor
曹艳辉
陈雅南
梁红忠
吕嘉
孙西濛
李�杰
马瑞
罗南
王博
刘国强
王洋洋
孙响
李文琦
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.)
Beijing Municipal Administration Road And Bridge Ltd Co
Beijing Municipal Road and Bridge Co Ltd
Original Assignee
Beijing Municipal Administration Road And Bridge Ltd Co
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 Beijing Municipal Administration Road And Bridge Ltd Co filed Critical Beijing Municipal Administration Road And Bridge Ltd Co
Priority to CN201822044239.5U priority Critical patent/CN209816657U/en
Application granted granted Critical
Publication of CN209816657U publication Critical patent/CN209816657U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a high-efficient steel-concrete combination bridge deck plate template structure belongs to bridge construction technical field, and a high-efficient steel-concrete combination beam bridge deck plate template structure mainly includes I-shaped steel roof beam, high strength bolt, nut, plastics pullover, square steel pipe, square timber, clear water template. Set up the preformed hole when the I-shaped girder steel adds man-hour to with the fixed composite template structure of high-strength bolt and nut, adopt plastics pullover isolation bolt and concrete, can pave the concrete on composite template structure, only need the manual work to demolish high-strength bolt and composite template structure after the construction finishes, stay nut and plastics pullover in the concrete and can accomplish bridge floor concrete paving work, the template structure is light, the atress mechanism is clear and definite, high-strength bolt non-deformable, it is convenient to install and demolish, the concrete pavement need not the secondary after finishing to repair.

Description

Efficient steel-concrete combined bridge deck formwork structure
Technical Field
The utility model relates to a bridge deck plate template structure and usage in the technical field of bridge construction, especially, relate to a high-efficient I-steel-mix combination beam bridge deck plate template structure and usage.
Background
In the field of bridge construction, the steel-concrete composite structure can effectively reduce the self weight and improve the spanning capability, has wide application range and prospect, and is most common in the I-shaped steel-concrete composite structure. At present, no relevant bridge deck slab formwork standard exists in the bridge construction field, the bridge deck slab pouring construction modes are different, a combined formwork or an integral steel formwork is often used for pouring the concrete bridge deck slab with the I-shaped steel-concrete combined structure, a scaffold is adopted for supporting, or a circular hole is formed, and a transverse pin bolt is adopted for fixing the formwork, so that the problems that the construction steps are complicated, more equipment is needed, the weight of the formwork is large, or the pin bolt is deformed during construction to cause difficulty in disassembly often occur.
SUMMERY OF THE UTILITY MODEL
In order to overcome the defects, the utility model provides a high-efficient I-steel-concrete composite beam decking template structure and usage, adopt the square steel pipe, square timber and clear water template are as the composite template structure, add man-hour on I-steel beam pterygoid lamina and square steel pipe and set up the preformed hole, and fix the composite template structure to the I-steel beam on the pterygoid lamina through high-strength bolt and nut, use the first concrete and the high-strength bolt of keeping apart of plastic sleeve, only need twist off high-strength bolt and can demolish the composite template structure after concrete decking pours the completion, leave nut and plastic sleeve in the concrete. The adopted combined template structure has light dead weight and simple and convenient installation; because the high-strength bolt is arranged as an axial stress component, the high-strength bolt is not easy to generate transverse deformation and is convenient and quick to dismantle; the concrete bridge deck is attractive in appearance after being poured, and secondary repair is not needed.
In order to achieve the above object, the utility model provides a high-efficient I-steel-concrete composite beam decking template structure, including I-steel girder 1, high strength bolt 2, nut 3, plastics pullover 4 and composite template structure. Be provided with the preformed hole when I-steel beam 1 adds man-hour, high strength bolt 2 and nut 3 fix the composite template structure on I-steel beam 1 through the preformed hole, can be at the paving concrete, only need the manual work to demolish high strength bolt 2 and composite template structure after the construction finishes, keep in the concrete with nut 3 and plastics pullover 4.
The composite template structure comprises square steel pipe 5, square timber 6 and clear water template 7, and square steel pipe 5 is connected with I-shaped steel beam 1 through high strength bolt 2 and nut 3, and square steel pipe 5 sets up in the bottom of composite template structure, and clear water template 7 sets up the top at the composite template structure.
Be equipped with a plurality of square timbers 6 between square steel pipe 5 and the clear water template 7, the composite formwork structure is used for concrete placement shaping and bearing, and the structure is light, and it is convenient to be under construction. The sizes of the square steel tubes 5 and the square timbers 6, and the distance between the square steel tubes 5 and the distance between the square timbers 6 are determined by stress analysis.
The plastic sleeve head 4 has the effect of isolating the high-strength bolt 2 from the concrete, the high-strength bolt 2 is prevented from being bonded with the concrete to cause incapability of dismounting, and the nut 3 and the plastic sleeve head 4 are kept in the concrete when the formwork is dismounted and are not taken out any more.
The high-strength bolt 2 is an axial stressed member, so that the high-strength bolt can be prevented from bending deformation, and the characteristic of high tensile strength of the high-strength bolt 2 is effectively utilized.
After concrete pavement finishes, only need artifically demolish high strength bolt 2 and built-up plate structure, keep somewhere nut 3 and plastics pullover 4 in the concrete and can accomplish bridge floor concrete pavement work, need not secondary construction and repair, the template is demolishd the step and is simple, and the construction is high-efficient.
The thickness of the clear water template 7 is equal to that of the upper wing plate of the I-shaped steel beam 1
The utility model has the advantages that:
the utility model discloses a high-efficient I-steel-mix combination beam decking template structure and usage, high-efficient swift when concrete decking construction of mating formation, mainly embody following several points:
1. the high-strength bolt is an axial stress component, and is not easy to bend and deform, so that the high-strength bolt is convenient to disassemble and recycle.
2. The template structure installation is light, and the construction preface is simple, can demolish high strength bolt and built-up plate structure fast after concrete bridge deck pours and accomplishes, and need not the secondary and repair, therefore the construction is swift.
Drawings
Fig. 1 is a cross-sectional view of a high-efficiency i-steel-concrete composite beam bridge deck slab construction.
Fig. 2 is a three-dimensional schematic diagram of a high-efficiency i-steel-concrete composite beam bridge deck slab structure.
FIG. 3 is a process of installing and using a high-efficiency I-steel-concrete composite beam bridge deck slab formwork structure.
Description of reference numerals:
the steel beam-concrete combined formwork comprises, by weight, 1-an I-shaped steel beam, 2-a high-strength bolt, 3-a nut, 4-a plastic sleeve head, 5-a steel pipe, 6-a square timber and 7-a clear water formwork.
Detailed Description
The utility model relates to a high-efficient steel-concrete composite beam decking template structure adds man-hour through setting up the preformed hole at the I-shaped steel roof beam to through high-strength bolt and nut with the built-up plate structure fixed to the I-shaped steel roof beam on, wherein the built-up plate structure includes square steel pipe, square timber and clear water template, adopts plastics pullover isolation concrete and high strength bolt. The template structure can be applied to the paving process of the bridge deck of the I-shaped steel-concrete composite beam.
Fig. 1, 2 and 3 show a specific implementation example of a high-efficiency i-steel-concrete composite beam bridge deck slab formwork structure and a use method, as shown in fig. 1 and 2, the structure mode mainly comprises an i-steel beam 1, a high-strength bolt 2, a nut 3, a plastic sleeve head 4, a square steel pipe 5, a square wood 6 and a clear water formwork 7, reserved holes are arranged when the i-steel beam 1 and the square steel pipe 5 are processed, and the distance between the reserved holes of the i-steel beam 1 is determined according to stress analysis.
As shown in fig. 3, when this structure is used, the following steps, S1, are followed: preparing an I-shaped steel beam 1, a high-strength bolt 2, a nut 3, a plastic sleeve head 4, a square steel pipe 5 and the like; s2, mounting a square steel pipe: penetrating high-strength bolts 2 into reserved holes of the I-shaped steel beam 1 and the square steel tube 5, fixing the I-shaped steel beam 1 and the square steel tube 5 by using nuts 3, and keeping a certain distance between the square steel tube 5 and an upper wing plate of the I-shaped steel beam 1, wherein the distance is equal to the thickness of the square wood 6; s3, paving square wood: paving square timbers 6 on the square steel pipes 5, wherein the space and the size of the square timbers 6 are determined according to construction requirements and stress analysis; s4, laying a clear water template: and a clear water template is laid on the square timber 6, and the thickness of the clear water template 7 is not less than 5 mm.
And after the steps are completed, the concrete layer can be poured. After the concrete layer is laid, the high-strength bolt 2 is screwed off below the I-shaped steel beam 1, so that the combined template structure can be disassembled, and the nut 3 and the plastic sleeve head 4 are left in the concrete.
The combined template consists of a square steel pipe 5, a square wood 6 and a clear water template 7, and is light in structure and convenient and fast to mount and dismount; when the template is installed and concrete is paved, the high-strength bolt 2 is not easy to generate transverse deformation because of being an axial stress component, so that the dismantling is convenient. The utility model discloses the structure is light, and the atress mechanism is clear and definite, and the installation is convenient with the dismantlement, need not the secondary after concrete placement and repairs, is worth extensively popularizing and applying.

Claims (2)

1. The utility model provides a high-efficient steel-thoughtlessly makes up decking template structure which characterized in that: the combined type steel beam structure comprises an I-shaped steel beam (1), a high-strength bolt (2), a nut (3), a plastic sleeve head (4) and a combined template structure; the I-shaped steel beam (1) is provided with a preformed hole during processing, the combined template structure is fixed on the I-shaped steel beam (1) through the preformed hole by the high-strength bolt (2) and the nut (3), concrete can be paved, after construction, the high-strength bolt (2) and the combined template structure are manually dismantled, and the nut (3) and the plastic sleeve head (4) are left in the concrete;
the combined template structure consists of a square steel pipe (5), a square wood (6) and a clear water template (7), wherein the square steel pipe (5) is connected with an I-shaped steel beam (1) through a high-strength bolt (2) and a nut (3), the square steel pipe (5) is arranged at the bottom of the combined template structure, and the clear water template (7) is arranged at the top of the combined template structure;
a plurality of square timbers (6) are arranged between the square steel pipes (5) and the clear water formworks (7), and the combined formwork structure is used for concrete pouring forming and bearing.
2. The efficient steel-concrete composite bridge deck slab formwork structure as claimed in claim 1, wherein: the thickness of the clear water template (7) is equal to that of the upper wing plate of the I-shaped steel beam (1).
CN201822044239.5U 2018-12-06 2018-12-06 Efficient steel-concrete combined bridge deck formwork structure Active CN209816657U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201822044239.5U CN209816657U (en) 2018-12-06 2018-12-06 Efficient steel-concrete combined bridge deck formwork structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201822044239.5U CN209816657U (en) 2018-12-06 2018-12-06 Efficient steel-concrete combined bridge deck formwork structure

Publications (1)

Publication Number Publication Date
CN209816657U true CN209816657U (en) 2019-12-20

Family

ID=68869081

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201822044239.5U Active CN209816657U (en) 2018-12-06 2018-12-06 Efficient steel-concrete combined bridge deck formwork structure

Country Status (1)

Country Link
CN (1) CN209816657U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109518603A (en) * 2018-12-06 2019-03-26 北京市政路桥股份有限公司 A kind of efficient steel-mixes combined bridge deck structure of transvers plate and usage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109518603A (en) * 2018-12-06 2019-03-26 北京市政路桥股份有限公司 A kind of efficient steel-mixes combined bridge deck structure of transvers plate and usage

Similar Documents

Publication Publication Date Title
CN107152088B (en) Prefabricated double-dovetail type steel-concrete combined beam connected by adopting studs
CN102425306A (en) Construction method of steel bar truss floor bearing plate and steel bar truss floor bearing plate
CN209816657U (en) Efficient steel-concrete combined bridge deck formwork structure
CN111734166A (en) Detachable conversion device and reverse dismantling construction method using same
CN110863644A (en) Novel turnover tool type beam side connecting wall piece fixing device and method
CN109518603A (en) A kind of efficient steel-mixes combined bridge deck structure of transvers plate and usage
CN106013784A (en) Angle iron frame template and construction method
CN105780922A (en) Construction method for segmental formwork hoisting system of large-span steel reinforced concrete transfer truss
CN103225396B (en) Beam frame type construction template system
CN202220434U (en) Aluminum-alloy building formwork component
CN109235871B (en) Construction method of variable cross-section structure aluminum alloy template
CN111350345A (en) Pull-rod-free template reinforcing system for outer wall of buried sewage treatment plant and installation method
CN110616737A (en) Method for improving positioning qualification rate of pipe gallery embedded part
CN205529917U (en) A support fixing device that is used for high mound, U type abutment form setting
CN212773459U (en) Wall pouring template applied to expansion joint side
CN112502160A (en) Post-tensioning precast concrete supporting member, inner supporting system and construction method
CN112796513A (en) Formwork supporting structure for post-cast strip and construction method
CN210827746U (en) Rain and sewage diversion pipeline installation device
CN208502017U (en) A kind of steel plate and concrete composite plate with light gauge cold-formed steel shape
CN214658353U (en) Assembled combination stair
CN219569307U (en) Cast-in-place slab band reinforcing apparatus of assembled superimposed sheet
CN217760022U (en) Closed template system of cast in situ concrete stair
CN218563061U (en) A design fixture for anti-bank pours aluminum mould side form
CN219973885U (en) Hyperboloid roofing template braced system
CN213329974U (en) Steel pipe fixing device

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant