CN217104674U - Thin-wall opening steel box-prestressed reinforced concrete combined capping beam - Google Patents

Thin-wall opening steel box-prestressed reinforced concrete combined capping beam Download PDF

Info

Publication number
CN217104674U
CN217104674U CN202121407214.2U CN202121407214U CN217104674U CN 217104674 U CN217104674 U CN 217104674U CN 202121407214 U CN202121407214 U CN 202121407214U CN 217104674 U CN217104674 U CN 217104674U
Authority
CN
China
Prior art keywords
thin
steel box
steel
pier
reinforced concrete
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
CN202121407214.2U
Other languages
Chinese (zh)
Inventor
李刚
霍龙飞
姚晓飞
来猛刚
李超
姚文奇
刘浩
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.)
CCCC First Highway Consultants Co Ltd
Original Assignee
CCCC First Highway Consultants 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 CCCC First Highway Consultants Co Ltd filed Critical CCCC First Highway Consultants Co Ltd
Priority to CN202121407214.2U priority Critical patent/CN217104674U/en
Application granted granted Critical
Publication of CN217104674U publication Critical patent/CN217104674U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

The utility model relates to a thin-wall opening steel box-prestressed reinforced concrete combined bent cap, which comprises a thin-wall opening steel box and a pier stud; an internal reinforcement cage is arranged in the thin-wall open steel box, and concrete is poured; the pier top is provided with the pre-buried wedge-shaped steel piece in pier top, and the position welded fastening that thin wall opening steel box bottom corresponds the pier stud has the reinforcing steel plate at the bottom of the bent cap, and the pre-buried wedge-shaped steel piece welded fastening in pier top realizes being connected of pier stud and thin wall opening steel box on the reinforcing steel plate at the bottom of the bent cap. The utility model discloses a steel case has characteristics such as high strength, light, easy concatenation, both can constitute the steel-concrete structure with inside prestressed reinforcement concrete, can act as the template of inside post-cast concrete again, practices thrift the template and props up, tears down the recruitment volume and accelerates the construction progress, reduces the current influence under the bridge, and the difficult problem to the bent cap greening of growing up at present, assembly, rapid construction provides effective, reasonable solution always.

Description

Thin-wall opening steel box-prestressed reinforced concrete combined capping beam
Technical Field
The utility model relates to a bridge engineering technical field, concretely relates to thin wall opening steel case-prestressed reinforced concrete combination bent cap.
Background
At present, cast-in-place construction is mainly used for oversized bent caps. A large number of supports and templates are required to be erected in the cast-in-place construction, and the passing under a bridge is seriously hindered; and a plurality of construction equipment are all in the construction site, cause serious dust and noise pollution, bring a lot of inconvenience for the production and the life of residents around the construction site, restrict the development of green cities, and hinder social progress.
The assembly construction is widely applied to bridge superstructure and tends to mature, and the construction of six-lane high speed, urban high frame and the like becomes a common demand with the increase of traffic flow. The long capping beam is the key point of road traffic in the future, and the scale and the market are huge. The prefabrication and assembly technology of bridge superstructure and bridge pier has become mature and widely applied, and the construction of the bent cap becomes a key factor influencing the passing space under the bridge, restricting the construction period and the full assembly of the bridge. Aiming at the bent cap structure with the length of more than 30m, the existing full-prefabricated or semi-prefabricated construction mode can not effectively solve the industrialization problem of the long and large bent cap. Therefore, a new construction method and a new capping beam structure are needed.
Disclosure of Invention
The utility model aims at providing a thin wall opening steel case-prestressed reinforced concrete combination bent cap solves the difficult problem that prefabricated bent cap monomer hoist and mount weight is big, transportation and hoist and mount difficulty, reduces the construction risk for the efficiency of construction, the guarantee is current under the bridge.
The utility model discloses the technical scheme who adopts does:
the utility model provides a thin wall opening steel case-prestressed reinforced concrete combination bent cap which characterized in that:
the combined capping beam comprises a thin-wall opening steel box and a pier stud;
an internal reinforcement cage is arranged in the thin-wall open steel box, and concrete is poured;
the pier top is provided with the pre-buried wedge-shaped steel piece in pier top, and the position welded fastening that thin wall opening steel box bottom corresponds the pier stud has the reinforcing steel plate at the bottom of the bent cap, and the pre-buried wedge-shaped steel piece welded fastening in pier top realizes being connected of pier stud and thin wall opening steel box on the reinforcing steel plate at the bottom of the bent cap.
The thin-wall opening steel box is a hollow steel box without a top cover and comprises a bottom plate and side plates.
The side plates and the bottom plate of the thin-wall open steel box are welded and fixed with stiffening plates which are vertical to each other and vertical to the side plates and the bottom plate, the stiffening plates which are vertically arranged form a U-shaped transverse stiffening rib, and the stiffening plates which are horizontally arranged form a longitudinal stiffening rib in an annular mode.
Shear welding nails which are respectively vertical to the side plate and the bottom plate are welded and fixed on the side plate and the bottom plate of the thin-wall open steel box.
And prestressed steel bars are arranged in the thin-wall open steel box.
The side plates at two ends of the thin-wall opening steel box are end plates, the end plates are provided with prestressed holes and anchor backing plates, and two ends of prestressed steel bars in the thin-wall opening steel box penetrate through the prestressed holes and are anchored on the anchor backing plates.
The top opening of the thin-wall opening steel box is sealed by a welding cover plate.
Be provided with pier stud top pre-buried anchor reinforcing bar in the pier stud top, pier top pre-buried wedge steel block bottom welds on the pier stud top pre-buried anchor reinforcing bar.
The utility model has the advantages of it is following:
the outer layer thin wall opening steel box of the utility model has the characteristics of high strength, light weight, easy splicing and the like, can form a reinforced concrete structure with the internal prestressed reinforced concrete, participate in the integral stress of the structure and optimize the section design; the concrete post-pouring formwork can serve as a formwork for post-pouring concrete inside, so that the amount of formwork supporting and dismantling is saved, the construction progress is accelerated, and the influence on the under-bridge traffic is reduced; meanwhile, the method has the advantages of low requirement on transportation and hoisting equipment, template saving, good durability and the like, and provides a always effective and reasonable solution for the problems of green, assembled and rapid construction of the existing long and large bent cap.
Drawings
Fig. 1 is an elevation view of a composite capping beam.
Fig. 2 is a sectional view of the combined bent cap a-a.
Fig. 3 is a sectional view of the combined bent cap B-B.
Fig. 4 is an elevation view of a thin walled open steel tank.
FIG. 5 is a plan view of a thin walled open steel tank.
FIG. 6 is a cross-sectional view of a thin-walled open steel tank.
Fig. 7 is a shear stud layout.
Fig. 8 is an internal reinforcement cage construction (I-I).
Fig. 9 is a cross-sectional view of an inner reinforcement cage.
Fig. 10 is a plan view of the inner reinforcement cage.
Fig. 11 is an elevation view of the pier stud and cap beam connection.
Fig. 12 is a plan view of the pier stud.
In the figure: 1-thin wall open steel box; 2, post-pouring concrete inside; 3-pier stud; 4-prestressed reinforcement; 5, an internal reinforcement cage; 6, shearing force welding nails; 7-longitudinal stiffeners; 8-transverse stiffeners; 9-anchor backing plate; 10, embedding a wedge-shaped steel block at the pier top; 11, embedding anchoring steel bars at the tops of the pier studs; 12-reinforcing steel plate at the bottom of the cover beam; 13-cover plate; 14-combined capping beam.
Detailed Description
The present invention will be described in detail with reference to the following embodiments.
The utility model relates to a thin-wall opening steel box-prestressed reinforced concrete combined bent cap, the combined bent cap 14 comprises a thin-wall opening steel box 1 and at least one pier stud 3; an internal reinforcement cage 5 is arranged in the thin-wall open steel box 1, and concrete is poured; the top of the pier stud 3 is provided with a pier top embedded wedge-shaped steel block 10, the bottom of the thin-wall open steel box 1 corresponding to the position of the pier stud 3 is welded and fixed with a capping beam bottom reinforced steel plate 12, and the pier top embedded wedge-shaped steel block 10 is welded and fixed on the capping beam bottom reinforced steel plate 12, so that the connection between the pier stud 3 and the thin-wall open steel box 1 is realized.
The thin-wall opening steel box 1 is a hollow steel box without a top cover and comprises a bottom plate and side plates. The side plates and the bottom plate of the thin-wall open steel box 1 are welded and fixed with stiffening plates which are vertical to each other and vertical to the side plates and the bottom plate, the vertically arranged stiffening plates form a U-shaped transverse stiffening rib 8, and the horizontally arranged stiffening plates form a longitudinal stiffening rib 7 in an annular mode. The shear welding nails 6 which are respectively vertical to the side plate and the bottom plate are welded and fixed on the side plate and the bottom plate of the thin-wall opening steel box 1, the shear welding nails 6 are arranged in a quincunx shape, and the position can be properly moved if other components conflict.
The thin-wall opening steel box 1 is internally provided with prestressed steel bars 4. The side plates at the two ends of the thin-wall open steel box 1 are end plates, the end plates are provided with prestressed holes and anchor backing plates 9, and the two ends of the prestressed reinforcement 4 in the thin-wall open steel box 1 penetrate through the prestressed holes and are anchored on the anchor backing plates 9.
After the internal reinforcement cage 5 is installed, the top opening of the thin-wall opening steel box 1 is sealed by the welding cover plate 13.
Be provided with pier stud top pre-buried anchor reinforcing bar 11 in the pier stud 3 top, pier top pre-buried wedge-shaped steel block 10 bottom welds on pier stud top pre-buried anchor reinforcing bar 11.
The construction method of the thin-wall open steel box-prestressed reinforced concrete combined capping beam comprises the following steps:
the method comprises the following steps: manufacturing a thin-wall open steel box 1 in a precast yard, welding a stiffening plate and a shear welding nail 6 inside the box, welding a bent cap bottom reinforcing steel plate 12 at the bottom of a welder, and binding an internal reinforcement cage 5;
when the steel box is processed, factory processing drawings are converted for design drawings, thin-wall opening steel box components are subjected to blanking, cutting, edge planing, welding and correcting in a factory, whether segmental or integral prefabrication is carried out in the factory or not is determined according to construction capacity, and anti-corrosion treatment is carried out on the inner cavity and the outer side of the steel box. And the reinforcement cage is manufactured in a prefabricated field.
Step two: the thin-wall open steel box 1 and the internal reinforcement cage 5 are transported to the site and hoisted and positioned, and the thin-wall open steel box 1 is welded to the pier top embedded wedge-shaped steel block 10 at the top of the pier stud 3 through the bent cap bottom reinforced steel plate 12 to realize consolidation. And carrying out rust removal treatment on the outer leakage steel plate at the top of the pier stud and the steel box bottom plate. The thin-wall open steel box can be hoisted by adopting hoisting tools such as truck cranes or bridge erecting machines according to the hoisting weight, and the hoisting tools are stable and slow, and are strictly prohibited from colliding.
Step three: arranging prestressed reinforcements 4 in the thin-wall open steel box 1, hoisting an inner reinforcement cage 5 into the thin-wall open steel box 1, and welding a cover plate 13 at the top open end of the thin-wall open steel box 1;
step four: and pouring concrete in the bent cap, and stretching the bent cap to realize prestress after the concrete reaches the strength, thereby finishing the construction of the bent cap.
And pouring the internal post-cast concrete in two layers, pouring a second layer of post-cast section when the strength of the first layer of poured concrete reaches more than 90%, and post-tensioning the prestressed reinforcement 4 after the designed strength of the concrete is achieved.
The content of the present invention is not limited to the examples, and any equivalent transformation adopted by the technical solution of the present invention is covered by the claims of the present invention by those skilled in the art through reading the present invention.

Claims (8)

1. The utility model provides a thin wall opening steel case-prestressed reinforced concrete combination bent cap which characterized in that:
the combined capping beam (14) comprises a thin-wall open steel box (1) and a pier stud (3);
an internal reinforcement cage (5) is arranged in the thin-wall open steel box (1) and concrete is poured;
pier top pre-buried wedge-shaped steel block (10) is provided with pier top, and the position welded fastening that thin wall opening steel case (1) bottom corresponds pier column (3) has reinforcing steel plate (12) at the bottom of the bent cap, and pier top pre-buried wedge-shaped steel block (10) welded fastening realizes being connected of pier column (3) and thin wall opening steel case (1) on reinforcing steel plate (12) at the bottom of the bent cap.
2. The thin-walled open steel box-prestressed reinforced concrete composite capping beam as claimed in claim 1, wherein:
the thin-wall opening steel box (1) is a hollow steel box without a top cover and comprises a bottom plate and side plates.
3. The thin-walled open steel box-prestressed reinforced concrete composite capping beam as claimed in claim 2, wherein:
stiffening plates which are perpendicular to each other and perpendicular to the side plates and the bottom plate are welded and fixed on the side plates and the bottom plate of the thin-wall open steel box (1), the stiffening plates which are vertically arranged form a U-shaped transverse stiffening rib (8), and the stiffening plates which are horizontally arranged form a longitudinal stiffening rib (7) in an annular mode.
4. The thin-walled open steel box-prestressed reinforced concrete combined capping beam as claimed in claim 3, wherein:
shear welding nails (6) which are respectively vertical to the side plate and the bottom plate are welded and fixed on the side plate and the bottom plate of the thin-wall open steel box (1).
5. The thin-walled open steel box-prestressed reinforced concrete composite capping beam as claimed in claim 4, wherein:
and prestressed steel bars (4) are arranged in the thin-wall open steel box (1).
6. The thin-walled open steel box-prestressed reinforced concrete composite capping beam as claimed in claim 5, wherein:
the side plates at the two ends of the thin-wall open steel box (1) are end plates, the end plates are provided with prestressed holes and anchor backing plates (9), and the two ends of the prestressed reinforcement (4) in the thin-wall open steel box (1) penetrate through the prestressed holes and are anchored on the anchor backing plates (9).
7. The thin-walled open steel box-prestressed reinforced concrete composite capping beam as claimed in claim 6, wherein:
the top opening of the thin-wall opening steel box (1) is closed by a welding cover plate (13).
8. The thin-walled open steel box-prestressed reinforced concrete composite capping beam as claimed in claim 7, wherein:
be provided with pier stud top pre-buried anchor reinforcing bar (11) in pier stud (3) top, pier top pre-buried wedge steel block (10) bottom welds on pier stud top pre-buried anchor reinforcing bar (11).
CN202121407214.2U 2021-06-24 2021-06-24 Thin-wall opening steel box-prestressed reinforced concrete combined capping beam Active CN217104674U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202121407214.2U CN217104674U (en) 2021-06-24 2021-06-24 Thin-wall opening steel box-prestressed reinforced concrete combined capping beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202121407214.2U CN217104674U (en) 2021-06-24 2021-06-24 Thin-wall opening steel box-prestressed reinforced concrete combined capping beam

Publications (1)

Publication Number Publication Date
CN217104674U true CN217104674U (en) 2022-08-02

Family

ID=82576359

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202121407214.2U Active CN217104674U (en) 2021-06-24 2021-06-24 Thin-wall opening steel box-prestressed reinforced concrete combined capping beam

Country Status (1)

Country Link
CN (1) CN217104674U (en)

Similar Documents

Publication Publication Date Title
CN113279323A (en) Thin-wall open steel box-prestressed reinforced concrete combined capping beam and construction method
CN111877182B (en) Novel construction method for upper structure of multi-chamber continuous UHPC box girder bridge
CN113279324A (en) Semi-prefabricated UHPC-NC combined cover beam connecting structure and assembling method
CN103981803B (en) The combined gate pier of precast assembly and construction method thereof
CN114592436A (en) Pier capping beam lower support system and construction method thereof
CN219671054U (en) Steel-concrete combined small box girder prefabricated by integral hoisting
CN211735002U (en) Steel-concrete combined beam bridge capable of being installed quickly
CN112144412A (en) Construction method of prefabricated assembled intercolumnar tie beam
CN217104674U (en) Thin-wall opening steel box-prestressed reinforced concrete combined capping beam
CN215802633U (en) Laminated shear wall with steel constraint component
CN110863417A (en) Steel-concrete combined beam bridge capable of being installed quickly and construction method thereof
CN215714553U (en) Box girder steel bundle beam-end tensioning post-cast strip structure
CN214884632U (en) Assembled shaped steel composite wall
CN111851318B (en) Cantilever bridge side span formwork system and construction method thereof
CN214459548U (en) Assembled steel and concrete combined rigid frame bridge
CN112281635A (en) Novel track full-assembly type integrated industrialization system
CN114737608A (en) Superposed underground structure anti-seismic system based on self-resetting breaking columns and construction method
CN203878460U (en) Prefabricated assembly combined type portal pier
CN217104675U (en) Semi-prefabricated UHPC-NC combination bent cap joint construction
CN112360216A (en) Concrete storage bin top plate construction method
CN112502023A (en) Slot-connected steel-concrete combined rigid frame bridge and construction method thereof
CN111139731A (en) Semi-precast concrete bridge substructure
CN112030707A (en) Assembled prefabricated steel-concrete combined capping beam and construction method thereof
CN219174982U (en) Cast-in-situ prestressed concrete box girder
CN213978541U (en) Novel track full-assembly type integrated industrialization system

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant