CN209369054U - A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam - Google Patents

A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam Download PDF

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Publication number
CN209369054U
CN209369054U CN201821875889.8U CN201821875889U CN209369054U CN 209369054 U CN209369054 U CN 209369054U CN 201821875889 U CN201821875889 U CN 201821875889U CN 209369054 U CN209369054 U CN 209369054U
Authority
CN
China
Prior art keywords
reinforced beam
column
special
shaped column
single limb
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.)
Expired - Fee Related
Application number
CN201821875889.8U
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Chinese (zh)
Inventor
于敬海
赵彧洋
王丹妮
李路川
闫翔宇
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.)
Tianjin University Research Institute of Architectrual Design and Urban Planning
Original Assignee
Tianjin University Research Institute of Architectrual Design and Urban Planning
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 Tianjin University Research Institute of Architectrual Design and Urban Planning filed Critical Tianjin University Research Institute of Architectrual Design and Urban Planning
Priority to CN201821875889.8U priority Critical patent/CN209369054U/en
Application granted granted Critical
Publication of CN209369054U publication Critical patent/CN209369054U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses the connecting nodes of a kind of reinforced beam and concrete filled steel tube combined special-shaped column, Special-Shaped Column is equipped with 2~5 single limb columns, it is connected between the single limb column of adjacent two using junction steel plate, the node include with the coaxial opposite H profile steel bracket of reinforced beam and with the Special-Shaped Column external wrapping concrete entity of reinforced beam formed by integrally casting, external wrapping concrete entity extends along the whole length of Special-Shaped Column, H profile steel bracket is welded on the outside of the steel pipe of single limb column opposite with reinforced beam, the vertical muscle in the middle part of reinforced beam is upper with H profile steel bracket, lower flange is linked together using lap weld, it indulges muscle and passes through the junction steel plate intersected with it in the two sides of reinforced beam, extend by the single limb column outside offset from it.The utility model can guarantee that the longitudinal reinforcement in reinforced beam carries out effectively and reliably power transmission, meet the node power transmission requirement of concrete filled steel tube combined special-shaped column and reinforced beam, high-quality, and it is convenient to construct.

Description

A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam
Technical field
The utility model relates to the connecting nodes of a kind of reinforced beam and concrete filled steel tube combined special-shaped column, are suitable for Concrete filled steel tube combined special-shaped column architectural engineering.
Background technique
Assembled architecture has construction convenient, and the features such as environmental-friendly, with China's expanding economy, assembled architecture is just It is being widelyd popularize and is being applied.
Concrete filled steel tube combined special-shaped column is the structural column that section form is the shapes such as T shape, L shape, cross, is that substitution passes System steel core concrete column, avoids the new structure component that indoor suspension column is exposed.
Concrete filled steel tube combined special-shaped column is made of multiple column limbs, and the longitudinal reinforcement among reinforced beam passes through steel pipe Difficulty, vertical muscle chance column anchor connection problem have to be solved.
Summary of the invention
The utility model is to solve technical problem present in well-known technique and provide a kind of reliable steel tube concrete of stress The anchor connection node of native combined special-shaped column and reinforced beam, to meet concrete filled steel tube combined special-shaped column and reinforced concrete The node power transmission requirement of Tu Liang.
The utility model is adopted the technical scheme that solve technical problem present in well-known technique: a kind of reinforcing bar is mixed The connecting node of solidifying Tu Liang and concrete filled steel tube combined special-shaped column, the Special-Shaped Column is equipped with 2~5 single limb columns, coaxial adjacent It is connected between two single limb columns using junction steel plate, which includes and the coaxial opposite H-type of reinforced beam Steel corbel and Special-Shaped Column external wrapping concrete entity with reinforced beam formed by integrally casting, the external wrapping concrete entity is along different The whole length of shape column extends, and the H profile steel bracket is welded on the outside of the steel pipe of single limb column opposite with reinforced beam, steel The upper and lower edge of a wing that muscle and the H profile steel bracket are indulged in the middle part of Concrete Beam Reinforced is linked together using lap weld, reinforced concrete It indulges muscle and passes through the junction steel plate intersected with it, extends by the single limb column outside offset from it in the two sides of Tu Liang.
Multiple pegs being evenly arranged are vertically welded on the outside of each single limb column steel pipe of the Special-Shaped Column.
The utility model has the advantages and positive effects of: mixing by using by the reinforcing bar intersected with anisotropic column list limb column The middle part of solidifying Tu Liang is indulged after muscle interrupts and is welded on H profile steel bracket, and makes the reinforced beam being staggered with anisotropic column list limb column Two sides indulge muscle pass through junction steel plate side across anisotropic column accordingly single limb column on the outside of, keeping two sides to indulge muscle, continuously continual reinforcing bar connects Binding structure and Special-Shaped Column external wrapping concrete entity structure with reinforced beam formed by integrally casting guarantee in reinforced beam Longitudinal reinforcement be able to carry out effectively and reliably power transmission, meet the section of concrete filled steel tube combined special-shaped column and reinforced beam Point power transmission requirement, high-quality, it is convenient to construct.
Detailed description of the invention
Fig. 1 is that 1-concrete filled steel tube of the utility model embodiment combines L shape column and the connecting node of reinforced beam is flat Face figure;
Fig. 2 is that 2-concrete filled steel tube of the utility model embodiment combines T shape column and the connecting node of reinforced beam is flat Face figure;
Fig. 3 is the connection section that 3-concrete filled steel tube of the utility model embodiment combines cross section column and reinforced beam Point plan view;
Fig. 4 is the sectional view of 1-1 in Fig. 1.
In figure: 1, Special-Shaped Column;2, H profile steel bracket;3, reinforced beam;4, external wrapping concrete entity;5, reinforced concrete The middle part longitudinal reinforcement of Tu Liang;6, the two sides longitudinal reinforcement of reinforced beam.
Specific embodiment
For the invention, features and effects that can further appreciate that the utility model, the following examples are hereby given, and cooperates Detailed description are as follows for attached drawing:
FIG. 1 to FIG. 4 is please referred to, a kind of connecting node of reinforced beam and concrete filled steel tube combined special-shaped column is described Special-Shaped Column 1 is equipped with 2~5 single limb columns, is connected between coaxial two adjacent single limb columns using junction steel plate, such as Fig. 1 institute Show, Special-Shaped Column 1 is the L shape column with 3 single limb columns;As shown in Fig. 2, Special-Shaped Column 1 is such as to scheme with the T shape column of 3 single limb columns Shown in 3, Special-Shaped Column 1 is the cross section column with 5 single limb columns.Special-Shaped Column 1 can also be the linear type with 2 single limb columns Column.The connecting node includes integrally pouring with the coaxial opposite H profile steel bracket 2 of reinforced beam 3 and with reinforced beam 3 The Special-Shaped Column external wrapping concrete entity 4 built, the external wrapping concrete entity 4 extend along the whole length of Special-Shaped Column 1, the H-type Steel corbel 2 is welded on the outside of the steel pipe of single limb column opposite with reinforced beam 3, the middle part of reinforced beam indulge muscle 5 with The upper and lower edge of a wing of the H profile steel bracket 2 is linked together using lap weld, the two sides of reinforced beam indulge muscle 6 pass through with Its junction steel plate intersected extends by the single limb column outside offset from it.
In the present invention, multiple be evenly arranged is vertically welded on the outside of each single limb column steel pipe of Special-Shaped Column 1 Peg, in order to which external wrapping concrete entity 4 to be anchored on the outside of single limb column steel pipe.
The installation process of the utility model are as follows:
The concrete filled steel tube coupled column 1 for the completion that is prefabricated in the factory and H profile steel bracket 2 are transported to scene to weld, scene The reinforcing bar of assembling reinforcement beams of concrete, and the middle part longitudinal reinforcement 5 of reinforced beam is welded on the upper and lower of H profile steel bracket 2 On the edge of a wing, make the two sides longitudinal reinforcement 6 of reinforced beam from the side of Special-Shaped Column 1 across then formwork casting concrete shape At reinforced beam 3 and external wrapping concrete entity 4.
Although being described above in conjunction with preferred embodiment of the attached drawing to the utility model, the utility model is not It is confined to above-mentioned specific embodiment, the above mentioned embodiment is only schematical, is not restrictive, ability The those of ordinary skill in domain is not departing from the utility model aims and claimed under the enlightenment of the utility model In the case where range, many forms can also be made, these are belonged within the protection scope of the utility model.

Claims (2)

1. the connecting node of a kind of reinforced beam and concrete filled steel tube combined special-shaped column, the Special-Shaped Column is equipped with 2~5 lists Limb column is connected between coaxial two adjacent single limb columns using junction steel plate, which is characterized in that the connecting node include with The coaxial opposite H profile steel bracket of reinforced beam and real with the Special-Shaped Column external wrapping concrete of reinforced beam formed by integrally casting Body, the external wrapping concrete entity extend along the whole length of Special-Shaped Column, and the H profile steel bracket is welded on and reinforced beam On the outside of the steel pipe of opposite single limb column, the vertical muscle in middle part of reinforced beam and the upper and lower edge of a wing of the H profile steel bracket use and take Welding seam links together, and the two sides of reinforced beam indulge muscle and pass through the junction steel plate intersected with it, by what is offset from it Extend on the outside of single limb column.
2. the connecting node of reinforced beam according to claim 1 and concrete filled steel tube combined special-shaped column, feature It is, is vertically welded with multiple pegs being evenly arranged on the outside of each single limb column steel pipe of the Special-Shaped Column.
CN201821875889.8U 2018-11-14 2018-11-14 A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam Expired - Fee Related CN209369054U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821875889.8U CN209369054U (en) 2018-11-14 2018-11-14 A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821875889.8U CN209369054U (en) 2018-11-14 2018-11-14 A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam

Publications (1)

Publication Number Publication Date
CN209369054U true CN209369054U (en) 2019-09-10

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CN201821875889.8U Expired - Fee Related CN209369054U (en) 2018-11-14 2018-11-14 A kind of connecting node of concrete filled steel tube combined special-shaped column and reinforced beam

Country Status (1)

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CN (1) CN209369054U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114427317A (en) * 2022-01-26 2022-05-03 福建工程学院 Side plate type steel pipe concrete special-shaped column and concrete beam connecting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114427317A (en) * 2022-01-26 2022-05-03 福建工程学院 Side plate type steel pipe concrete special-shaped column and concrete beam connecting structure

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20190910

Termination date: 20201114