CN210369341U - Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure - Google Patents

Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure Download PDF

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Publication number
CN210369341U
CN210369341U CN201920729790.5U CN201920729790U CN210369341U CN 210369341 U CN210369341 U CN 210369341U CN 201920729790 U CN201920729790 U CN 201920729790U CN 210369341 U CN210369341 U CN 210369341U
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China
Prior art keywords
column
bracket
steel concrete
sleeve
oblique
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CN201920729790.5U
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Chinese (zh)
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李兴兴
陈雷
范高峰
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Hangxiao Steel Structure Henan Co ltd
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Hangxiao Steel Structure Henan Co ltd
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Abstract

The utility model discloses a connecting node of an oblique bracket and a column longitudinal bar in a section steel concrete structure, which comprises a section steel concrete column and an oblique bracket, wherein the section steel concrete column is provided with a column longitudinal bar; the upper side and the lower side, which are used for being connected with the longitudinal bars of the column, of the oblique bracket are respectively provided with a connecting piece, one end of each connecting piece is welded with the oblique bracket, and the longitudinal bars of the column are inserted into the other end of each connecting piece. The utility model discloses indulge the muscle to slant bracket and post in the various shaped steel concrete and be connected and have very strong suitability, through backup pad and slant bracket welding, during the scene, the muscle is indulged to the post and sleeve is pegged graft, has both avoided on-the-spot civil engineering construction welded trouble like this, can avoid the angular deviation that appears between sleeve and the slant bracket when the workshop welding again, satisfies the requirement to the accuracy.

Description

Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure
Technical Field
The utility model belongs to steel construction building field specifically is a steel reinforced concrete structure well slant bracket indulges connected node of muscle with the post.
Background
With the rapid development of economy and the pace of modern construction in China being gradually accelerated, high-rise and super high-rise buildings are more and more, and the application of a frame support structure system is more and more extensive. Under the prerequisite that satisfies the structural force requirement, for controlling its cross-sectional dimension, structural designer's length can consider using the shaped steel concrete component, and what can't avoid like this meets the problem how to be connected shaped steel concrete column longitudinal stress reinforcing bar and steel shotcrete bracket.
The prior common treatment method for connecting the oblique bracket and the column longitudinal bar in the steel reinforced concrete structure comprises two methods: the first is to adopt steel plate welding connection, namely: the longitudinal bar connecting steel plate and the steel corbel are welded in a steel member processing factory, and when in site civil engineering, the column longitudinal bar and the longitudinal bar connecting steel plate are welded, because the site welding construction condition is poor, the welding quality is difficult to ensure, and the problem frequently becomes a problem of the construction quality; the second is a mode of welding sleeve connection, namely: indulge muscle connecting sleeve and steel corbel and weld in the steel member processing factory, indulge the muscle with the post again during on-the-spot civil engineering and screw up with indulging muscle connecting sleeve screw thread and be connected, because indulge muscle connecting sleeve and directly weld with the slant corbel, angular deviation appears easily when the welding, the difficult assurance of accuracy, indulge muscle connecting sleeve and on-the-spot muscle position of indulging difficult corresponding, the unable butt joint's condition often appears.
Disclosure of Invention
In order to solve the problem of being connected of muscle is indulged with the post to slant bracket among the current shaped steel concrete structure, the utility model aims at providing a connected node that muscle was indulged with the post to slant bracket among the shaped steel concrete structure, both guaranteed to indulge the quality that the muscle is connected, can satisfy the requirement of scene to the accuracy again.
In order to realize the purpose of the utility model, the utility model adopts the following technical scheme:
a connecting node of an oblique bracket and a column longitudinal rib in a section steel concrete structure comprises a section steel concrete column and the oblique bracket, wherein the column longitudinal rib is arranged on the section steel concrete column; the upper side and the lower side, which are used for being connected with the longitudinal bars of the column, of the oblique bracket are respectively provided with a connecting piece, one end of each connecting piece is welded with the oblique bracket, and the longitudinal bars of the column are inserted into the other end of each connecting piece.
Furthermore, the connecting piece is formed by integrating a supporting plate at one end and a sleeve at the other end, the free end of the supporting plate is welded on the oblique bracket, and the column longitudinal rib is inserted in the sleeve.
Furthermore, a horizontal supporting plate is arranged between the supporting plate and the sleeve, and the sleeve is welded on the supporting plate.
Compared with the prior art, the utility model discloses following beneficial effect has:
the utility model discloses indulge the muscle to slant bracket and post in the various shaped steel concrete and be connected and have very strong suitability, through backup pad and slant bracket welding, during the scene, the muscle is indulged to the post and sleeve is pegged graft, has both avoided on-the-spot civil engineering construction welded trouble like this, can avoid the angular deviation that appears between sleeve and the slant bracket when the workshop welding again, satisfies the requirement to the accuracy.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view taken at I in FIG. 1;
in the figure: 1. a steel concrete column; 2. a column longitudinal bar; 3. oblique corbels; 4. a sleeve; 5. a support plate; 6. and a support plate.
Detailed Description
The technical solution of the present invention will be further described in detail with reference to the accompanying drawings and embodiments.
As shown in fig. 1 and 2, a connecting node of an oblique corbel and a column longitudinal rib in a profile steel concrete structure comprises a profile steel concrete column 1 and an oblique corbel 3, wherein the column longitudinal rib 2 is arranged on the profile steel concrete column 1; the upper side and the lower side, used for being connected with the column longitudinal rib 2, of the oblique bracket 3 are respectively provided with a connecting piece, one end of each connecting piece is welded with the oblique bracket 3, and the column longitudinal rib 2 is inserted into the other end of each connecting piece.
The connecting piece is formed by integrating a supporting plate 6 at one end and a sleeve 4 at the other end, the free end of the supporting plate 6 is welded on the oblique bracket 3, and the column longitudinal rib 2 is inserted in the sleeve 4.
A horizontal supporting plate 5 is arranged between the supporting plate 6 and the sleeve 4, and the sleeve 4 is welded on the supporting plate.
In actual construction, select the sleeve 4 that matches with the post longitudinal reinforcement 2 of shaped steel concrete column 1 according to the project needs, indulge 2 diameters according to the post and select backup pad 6 and layer board 5, weld sleeve, layer board, backup pad as an organic whole, form the connecting piece, weld the backup pad and the slant bracket of connecting piece, the on-the-spot post is indulged the muscle and is pegged graft with the sleeve.
The utility model discloses provide a connected node for slant bracket and post longitudinal bar are connected in the frame bearing structure system, avoided on-the-spot steel bar welding process, satisfy the requirement of project to the accuracy moreover.

Claims (3)

1. The utility model provides a connected node that muscle was indulged with the post to slant bracket among shaped steel concrete structure, includes shaped steel concrete column and slant bracket, is provided with the post on the shaped steel concrete column and indulges muscle, its characterized in that: the upper side and the lower side, which are used for being connected with the longitudinal bars of the column, of the oblique bracket are respectively provided with a connecting piece, one end of each connecting piece is welded with the oblique bracket, and the longitudinal bars of the column are inserted into the other end of each connecting piece.
2. The connecting node of the oblique bracket and the column longitudinal bar in the structural steel concrete structure according to claim 1, characterized in that: the connecting piece is formed by integrating a supporting plate at one end and a sleeve at the other end, the free end of the supporting plate is welded on the oblique bracket, and the column longitudinal rib is inserted in the sleeve.
3. The connecting node of the oblique bracket and the column longitudinal bar in the structural steel concrete structure according to claim 2, characterized in that: a horizontal supporting plate is arranged between the supporting plate and the sleeve, and the sleeve is welded on the supporting plate.
CN201920729790.5U 2019-05-21 2019-05-21 Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure Active CN210369341U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920729790.5U CN210369341U (en) 2019-05-21 2019-05-21 Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920729790.5U CN210369341U (en) 2019-05-21 2019-05-21 Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure

Publications (1)

Publication Number Publication Date
CN210369341U true CN210369341U (en) 2020-04-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201920729790.5U Active CN210369341U (en) 2019-05-21 2019-05-21 Connecting joint of longitudinal bar of oblique bracket and column in steel reinforced concrete structure

Country Status (1)

Country Link
CN (1) CN210369341U (en)

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