CN208899347U - A kind of box bracket suitable for Sarasota overarm brace - Google Patents

A kind of box bracket suitable for Sarasota overarm brace Download PDF

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Publication number
CN208899347U
CN208899347U CN201821620433.7U CN201821620433U CN208899347U CN 208899347 U CN208899347 U CN 208899347U CN 201821620433 U CN201821620433 U CN 201821620433U CN 208899347 U CN208899347 U CN 208899347U
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China
Prior art keywords
anchoring
bracket
panel
sarasota
piece
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Application number
CN201821620433.7U
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Chinese (zh)
Inventor
王安文
吴曼
刘晨箐
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Road and Bridge International Co Ltd
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Road and Bridge International Co Ltd
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Priority to CN201821620433.7U priority Critical patent/CN208899347U/en
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Publication of CN208899347U publication Critical patent/CN208899347U/en
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Abstract

The utility model relates to a kind of box brackets suitable for Sarasota overarm brace, including a vertically arranged anchoring panel, vertically arranged and vertical with the anchoring panel anchoring riser of the anchoring panel one side welding muti-piece, every piece of anchoring riser are equipped with multiple anchor bar preformed holes and Sarasota reinforcing bar through-hole;Horizontally disposed and vertical with the anchoring panel bracket top plate of another side welding one of the anchoring panel, the bracket top board undersurface set muti-piece and bracket top plate and anchor the bracket web of the equal vertical welding of panel.The bearing capacity of the utility model is 4-8 times of traditional bracket, especially suitable for the superelevation cross bearer bracket of Excitations for Long Span Suspension tower and cable-stayed bridge, greatly expands the scope of application of angle-table bracket.

Description

A kind of box bracket suitable for Sarasota overarm brace
Technical field
The utility model relates to a kind of bracket structures of support in construction, and in particular to it is horizontal that one kind is suitable for Sarasota The box bracket of boom support.
Background technique
It in cast-in-situ bridge construction, constructed, but full framing consumption of materials is big, and needed frequently with raft support method in the past It supports on the ground, there is certain limitation in Bridges in Mountainous Areas and high pier construction, therefore occur using bracket as support Bracket is mounted on the casting concrete of certain altitude from the ground by angle-table bracket, and bracket spandrel girder rides upon on bracket, holds Weight Liang Shangzai successively sets up the structures such as distribution beam, lay panel.Angle-table bracket has that installation is convenient, and material utilization amount is few, no The advantages that being limited by geologic condition, but in the pouring constructions such as Sarasota crossbeam, 0# block, Cast-in-Situ Segment, bracket needs the load born Very big, conventional bracket is the reinforcing bar and anchor plate installation by being embedded in concrete, and enabling capabilities are limited, make bracket branch The use of frame is by certain limitation.
Summary of the invention
The purpose of this utility model is that it is bigger to provide a kind of bearing capacity aiming at the problem that existing corbels support scarce capacity Bracket structure, be applicable to the pouring constructions such as Sarasota crossbeam, 0# block, Cast-in-Situ Segment.
The technical solution of the utility model is as follows:
A kind of box bracket suitable for Sarasota overarm brace, it is characterised in that: including a vertically arranged anchoring panel, The anchoring panel one side welds vertically arranged and vertical with the anchoring panel anchoring riser of muti-piece, sets on every piece of anchoring riser There are multiple anchor bar preformed holes and Sarasota reinforcing bar through-hole;The another side welding one of the anchoring panel is horizontally disposed with and and anchor Gu the vertical bracket top plate of panel, the bracket top board undersurface sets muti-piece and bracket top plate and anchors the ox of the equal vertical welding of panel Leg web.
The utility model is characterized in that bearing capacity is big.Bracket riser is preset with reinforced hole, and is embedded in king-post concrete, King-post reinforcing bar passes through the reinforced hole on bracket riser, participates in stress jointly with bracket, compared with conventional bracket, the utility model Bearing capacity be 4-8 times of traditional bracket, especially suitable for the superelevation cross bearer bracket of Excitations for Long Span Suspension tower and cable-stayed bridge, make ox The use scope of leg support greatly expands, and application value is high.
Detailed description of the invention
Fig. 1 is the box bracket side structure schematic view of the utility model;
Fig. 2 is the box bracket front view of the utility model;
Fig. 3 is the box bracket top view of the utility model;
Fig. 4 is the box bracket usage mode schematic diagram of the utility model.
Specific embodiment
As shown in Figure 1, Figure 2, Figure 3 shows, the box bracket of the utility model, it is described including a vertically arranged anchoring panel 1 Vertically arranged and vertical with the anchoring panel anchoring riser 2 of 1 one side of panel welding muti-piece is anchored, is set on every piece of anchoring riser 2 There are multiple anchor bar preformed holes 3 and Sarasota reinforcing bar through-hole 4;The another side welding one of the anchoring panel 1 it is horizontally disposed and The bracket top plate 5 vertical with anchoring panel, 5 bottom surface of bracket top plate sets muti-piece and bracket top plate 5 and anchoring panel 1 are vertical The bracket web 6 of welding.
As shown in Fig. 1, Fig. 3, to keep the structure of the utility model stronger, each bottom plate and a water for anchoring riser 2 The anchoring bottom plate 7 of flat setting welds, and the anchoring bottom plate 7 is also welded with the anchoring panel 1 simultaneously;As shown in Fig. 2, every two pieces Welding one and the vertically disposed web connecting plate 8 of web between bracket web 6.
As shown in figure 4, box bracket is mounted on Sarasota crossbeam design position when binding the framework of steel reinforcement of Sarasota 9 At the certain altitude of lower section, lateral anchor rib is worn in the anchor bar preformed hole 3 of each anchoring riser 2 of box bracket, it will The transverse bar of part Sarasota reinforcing bar passes through the Sarasota reinforcing bar through-hole 4 on riser;When pouring Sarasota concrete, will anchoring panel 1 and Anchoring riser 2 is cast in king-post concrete, and the lateral surface of anchoring panel 1 is flushed with 9 outside wall surface of king-post.Construction Sarasota crossbeam When, Sarasota overarm brace spandrel girder is set up on bracket top plate 5, distribution beam and panel are successively set up on spandrel girder, forms Sarasota Construction of beam bracket.Due to making king-post reinforcing bar participate in bracket stress jointly, the bearing capacity of bracket greatly improves the utility model.

Claims (2)

1. a kind of box bracket suitable for Sarasota overarm brace, it is characterised in that: including a vertically arranged anchoring panel, institute Vertically arranged and vertical with the anchoring panel anchoring riser of anchoring panel one side welding muti-piece is stated, every piece of anchoring riser is equipped with Multiple anchor bar preformed holes and Sarasota reinforcing bar through-hole;The another side welding one of the anchoring panel it is horizontally disposed and with anchoring The vertical bracket top plate of panel, the bracket top board undersurface set muti-piece and bracket top plate and anchor the bracket of the equal vertical welding of panel Web.
2. the box bracket according to claim 1 suitable for Sarasota overarm brace, it is characterised in that: each anchoring riser Bottom plate and a horizontally disposed anchoring bottom plate weld, and the anchoring bottom plate is also welded with the anchoring panel simultaneously;Every two pieces of oxen Welding one and the vertically disposed web connecting plate of web between leg web.
CN201821620433.7U 2018-10-07 2018-10-07 A kind of box bracket suitable for Sarasota overarm brace Active CN208899347U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821620433.7U CN208899347U (en) 2018-10-07 2018-10-07 A kind of box bracket suitable for Sarasota overarm brace

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821620433.7U CN208899347U (en) 2018-10-07 2018-10-07 A kind of box bracket suitable for Sarasota overarm brace

Publications (1)

Publication Number Publication Date
CN208899347U true CN208899347U (en) 2019-05-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821620433.7U Active CN208899347U (en) 2018-10-07 2018-10-07 A kind of box bracket suitable for Sarasota overarm brace

Country Status (1)

Country Link
CN (1) CN208899347U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110438902A (en) * 2019-07-16 2019-11-12 中交一公局第二工程有限公司 A kind of assembled load-bearing bracket
CN111321667A (en) * 2020-03-09 2020-06-23 中交路桥建设有限公司 Traceless large-tonnage high pier bracket and anchoring structure thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110438902A (en) * 2019-07-16 2019-11-12 中交一公局第二工程有限公司 A kind of assembled load-bearing bracket
CN111321667A (en) * 2020-03-09 2020-06-23 中交路桥建设有限公司 Traceless large-tonnage high pier bracket and anchoring structure thereof

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