CN207314553U - A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box - Google Patents
A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box Download PDFInfo
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- CN207314553U CN207314553U CN201721326110.2U CN201721326110U CN207314553U CN 207314553 U CN207314553 U CN 207314553U CN 201721326110 U CN201721326110 U CN 201721326110U CN 207314553 U CN207314553 U CN 207314553U
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- steel pipe
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Abstract
A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box are the utility model is related to, this node is girder steel and quadrate steel pipe column at the construction field (site) all using the rigid connection of high-strength bolt；Put more energy into block using box node, the node region being inserted into quadrate steel pipe column, and fixed temporarily with installation bolt.When splicing at the scene, using high-strength bolt by the girder steel with end plate, vial wall and box node block of putting more energy into are fastenedly connected together.This novel joint is suitable for frame structure, all kinds of building construction types such as frame-shear wall and frame Core Walls Structure.Power transmission is rationally reliable, meets code requirement, and design standard, manufacturer's standard, installation is accurate convenient, and live overall height strength bolt connection, builds especially suitable for assembling type steel structure.
Description
Technical field
It the utility model is related to building field and construction steel structure, and in particular to construction steel structure column connected node is being set
The technology of meter, manufacture and installation.
Background technology
Traditional steel-structure beam-column node is welded or is bolted with vial wall for beam web and the edge of a wing；And in steel column and beam
The position of edge of a wing connection sets ring flat-plate to transmit beam-ends moment of flexure, and strengthens the bending stiffness of node.
Steel core concrete column is connected with girder steel when using traditional welding connecting node, and welding job amount is very in in-site installation
Greatly；And hidden danger existing for welding quality, because of the residual stress that welding produces on component, it can all influence the stress performance and work of node
The total quality of journey.
And steel core concrete column is connected with girder steel when using conventional bolt connecting node, to reach node and beam column component etc.
By force, then substantial amounts of high-strength bolt is needed, bolt difficult arrangement can be caused, bolt hole weakens larger, live bolt to beam cross-section
The problems such as workload of fastening is huge.
Moreover, conventional node sets outer ring plate to influence architectural effect etc. also in the presence of setting inner ring plate to be not easy casting concrete
Problem.
The content of the invention
In order to overcome the above-mentioned deficiencies of the prior art, the utility model proposes a kind of box that need not weld ring flat-plate to put more energy into
The reinforced full bolt connection node of block.Node power transmission is rationally reliable, design standard, and manufacture is easy, without site welding, peace
It is convenient to fill.
In one or more embodiments of the utility model, it is related to girder steel and quadrate steel pipe column of putting more energy into box is complete
Bolt connection node, includes block of putting more energy into quadrate steel pipe column, one or more band edge slab beam, box.Put more energy into box block
Formed by two end plates and four pieces of plate-side plate weldings for opening a plurality of bolts hole in advance.Block of putting more energy into box is inserted into steel pipe column to strengthen
Node region, to transmit the moment of flexure of girder steel and shearing.
In one or more embodiments of the utility model, the girder steel with end plate can use steel I-beam,
Square steel tube beam, square steel tube concrete beam or other girder steel forms.The upright projection of girder steel end face is linear, and end plate is tablet.
In one or more embodiments of the utility model, quadrate steel pipe column is nested in box block of putting more energy into
Outside, side plate, steel pipe walls and the girder steel end plate three of block of putting more energy into (plug-in type) box are fastenedly connected using high-strength bolt.
In one or more embodiments of the utility model, steel pipe column uses quadrate steel pipe column.
In one or more embodiments of the utility model, casting concrete inside steel pipe column, forms steel pipe
Concrete joint.
In one or more embodiments of the utility model, box node is put more energy into block, is inserted into square steel tube
In node region, and fixed temporarily with installation bolt.When splicing at the scene, using high-strength bolt by the end plate with girder steel, column
The put more energy into side plate three of block of tube wall and box is fastenedly connected together, forms the stronger overall power transmission mechanism of rigidity.Make in gravity
Under, the shearing of beam-ends is directly delivered to vial wall by high-strength bolt；The support moment that girder steel is produced in styletable, then by high-strength spiral shell
Bolt and girder steel end plate are delivered to box and put more energy into block, and the moment of flexure that opposite girder steel transmits carries out self-balancing, extra without steel pipe column
Stress.And under the lateral loads such as wind and earthquake, the girder steel at column both ends can produce unidirectional unbalanced moment, then lead to
Cross high-strength bolt and girder steel end plate is directly delivered in vial wall, undertaken by steel pipe column.
The utility model node power transmission is rationally reliable, without in the inside and outside welding diaphragm of steel column.Node shape is succinct, can expire
Higher functional requirement of the foot building to appearance.Secondly, all components of node are standard component, can factory's prefabricated life on a large scale
Production.Prefabricated steel column saves space, brings great convenience for component conveying without sponson.During in-site installation, column is installed
To after designated position, girder steel and steel column are attached fixation using high-strength bolt, that is, complete node construction, and installation accuracy is high.Work
Factory is connected using high-strength bolt substantially with live, no site welding operation, and quick construction is easy.
The beneficial effect that the utility model is brought：Node power transmission is rationally reliable, and node strength is higher than component, meets that specification will
Ask, manufacturer's standard, construction precision is high, flexible for installation convenient, is built especially suitable for assembling type steel structure.
Brief description of the drawings
Fig. 1 is that a kind of girder steel and the structure of the embodiment for the full bolt connection node of quadrate steel pipe column of putting more energy into box are shown
It is intended to (one).
Fig. 2 is that a kind of girder steel and the structure of the embodiment for the full bolt connection node of quadrate steel pipe column of putting more energy into box are shown
It is intended to (two).
Fig. 3 is that a kind of box node is put more energy into the embodiment of block.
Fig. 4 is that box node is put more energy into the embodiment of block and the nested mode of quadrate steel pipe column.
Fig. 5 be box node put more energy into block, quadrate steel pipe column and with end plate girder steel preparation splicing specific implementation
Mode.
Fig. 6 be box node put more energy into block, quadrate steel pipe column and with end plate girder steel using high-strength bolt connection after
Embodiment.
Fig. 7 is steel column casting concrete, forms the embodiment of steel tube concrete beam and column node.
Embodiment
The utility model is described further below in conjunction with attached drawing.
Embodiment 1：
Fig. 1 is a kind of structure diagram of the utility model；In figure：1st, box is put more energy into block end plate (2 pieces), and 2, box adds
Strength block perforate side plate (4 pieces), 3, steel pipe column, 4, band end plate steel I-beam (4), 5, high-strength bolt.
1. two pieces of boxes block end plate (1) and four pieces of boxes block perforate side plate (2) of putting more energy into of putting more energy into is welded, formed
Box node is put more energy into block (Fig. 3).
2. box node block of putting more energy into is inserted into the node locations of steel pipe column (3), and will be put more energy into block with high-strength bolt
End plate and post jamb are temporarily fixed (Fig. 4).
3. the girder steel (4) with end plate is lifted into node location, and beam end plate, post jamb and box are added using high-strength bolt
Strength block side plate three is fastenedly connected (Fig. 5, Fig. 6).
4. casting concrete and vibrating in steel pipe column, steel tube concrete beam and column node (Fig. 7) is formed, completes beam column
Node connects.
Embodiment 2：
1. two pieces of boxes block end plate (1) and four pieces of boxes block perforate side plate (2) of putting more energy into of putting more energy into is welded, formed
Box is put more energy into block (Fig. 3).
2. box block of putting more energy into is inserted into the node locations of steel pipe column (3), and will be put more energy into block end plate with high-strength bolt
It is temporarily fixed (Fig. 4) with post jamb.
3. the girder steel (4) with end plate is lifted into node location, and beam end plate, post jamb and box are added using high-strength bolt
Strength block side plate three is fastenedly connected (Fig. 5, Fig. 6), completes bean column node connection.
Above-mentioned specific embodiment is only intended to clearly illustrate the utility model and creates example, and not to this reality
With new specific restriction.For those of ordinary skill in the field, can also make on the basis of the above description
Other various forms of changes or variation, it is obviously also the utility model to be applied to other to have the conventional work-around solution of similar demand
Equivalent technical solutions claimed in claim.
Claims (5)
1. a kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box, it is characterised in that：Comprising quadrate steel pipe column, one
Or block of putting more energy into complex root band edge slab beam, box；
Wherein：
Block of putting more energy into the box is connected and formed by two end plates and four blocks of side plates for opening a plurality of bolts hole in advance；
The quadrate steel pipe column is nested in the outside for block of putting more energy into the box, the side plate for block of putting more energy into the box, described
The end plate three of quadrate steel pipe column and the band edge slab beam is connected.
2. girder steel according to claim 1 and the full bolt connection node of quadrate steel pipe column of putting more energy into box, it is characterised in that：Institute
State band edge slab beam and be selected from steel I-beam, square steel tube beam, square steel tube concrete beam.
3. girder steel according to claim 1 or 2 and the full bolt connection node of quadrate steel pipe column of putting more energy into box, it is characterised in that
Side plate, steel pipe walls and the girder steel end plate three of block of putting more energy into the box is fastenedly connected using high-strength bolt.
4. girder steel according to claim 1 or 2 and the full bolt connection node of quadrate steel pipe column of putting more energy into box, it is characterised in that
Its internal further casting concrete, forms Concrete-filled tubular connections.
5. girder steel according to claim 3 and the full bolt connection node of quadrate steel pipe column of putting more energy into box, it is characterised in that its
Internal further casting concrete, forms Concrete-filled tubular connections.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721326110.2U CN207314553U (en) | 2017-10-17 | 2017-10-17 | A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721326110.2U CN207314553U (en) | 2017-10-17 | 2017-10-17 | A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314553U true CN207314553U (en) | 2018-05-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721326110.2U Active CN207314553U (en) | 2017-10-17 | 2017-10-17 | A kind of girder steel and the full bolt connection node of quadrate steel pipe column of putting more energy into box |
Country Status (1)
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|---|---|
| CN (1) | CN207314553U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109183984A (en) * | 2018-10-29 | 2019-01-11 | 杜鸣川 | A kind of assembled architecture six-way section and its assembly method |
| CN109695297A (en) * | 2018-12-27 | 2019-04-30 | 杜鸣川 | A kind of assembled architecture cage six-way section and its assembly method |
| CN110230352A (en) * | 2019-06-04 | 2019-09-13 | 西京学院 | The novel interior octagonal bolt framework structure node of one kind and construction method |
| CN110258824A (en) * | 2019-07-11 | 2019-09-20 | 吉林大学 | A kind of connecting node and its construction method of section steel beam and steel core concrete column |
| CN113585491A (en) * | 2021-07-30 | 2021-11-02 | 中铁房地产集团设计咨询有限公司 | Connecting node of assembled box type column and building comprising same |
| CN114753509A (en) * | 2021-01-08 | 2022-07-15 | 润弘精密工程事业股份有限公司 | Beam column joint structure |
| CN116988569A (en) * | 2023-09-21 | 2023-11-03 | 中铁城建集团第一工程有限公司 | Box-type steel structure and manufacturing process thereof |
| CN109057048B (en) * | 2018-09-05 | 2024-01-09 | 同济大学 | On-site all-bolt cast steel connecting beam column node module applicable to closed section column |
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2017
- 2017-10-17 CN CN201721326110.2U patent/CN207314553U/en active Active
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057048B (en) * | 2018-09-05 | 2024-01-09 | 同济大学 | On-site all-bolt cast steel connecting beam column node module applicable to closed section column |
| CN109183984A (en) * | 2018-10-29 | 2019-01-11 | 杜鸣川 | A kind of assembled architecture six-way section and its assembly method |
| CN109183984B (en) * | 2018-10-29 | 2024-03-08 | 杜鸣川 | Six-way joint of assembled building and assembling method thereof |
| CN109695297A (en) * | 2018-12-27 | 2019-04-30 | 杜鸣川 | A kind of assembled architecture cage six-way section and its assembly method |
| CN109695297B (en) * | 2018-12-27 | 2024-01-16 | 杜鸣川 | Assembled building cage type six-way joint and assembling method thereof |
| CN110230352A (en) * | 2019-06-04 | 2019-09-13 | 西京学院 | The novel interior octagonal bolt framework structure node of one kind and construction method |
| CN110258824A (en) * | 2019-07-11 | 2019-09-20 | 吉林大学 | A kind of connecting node and its construction method of section steel beam and steel core concrete column |
| CN110258824B (en) * | 2019-07-11 | 2020-07-03 | 吉林大学 | Connecting joint of section steel beam and concrete-filled steel tube column and construction method thereof |
| CN114753509A (en) * | 2021-01-08 | 2022-07-15 | 润弘精密工程事业股份有限公司 | Beam column joint structure |
| CN113585491A (en) * | 2021-07-30 | 2021-11-02 | 中铁房地产集团设计咨询有限公司 | Connecting node of assembled box type column and building comprising same |
| CN116988569A (en) * | 2023-09-21 | 2023-11-03 | 中铁城建集团第一工程有限公司 | Box-type steel structure and manufacturing process thereof |
| CN116988569B (en) * | 2023-09-21 | 2023-12-08 | 中铁城建集团第一工程有限公司 | Box-type steel structure and manufacturing process thereof |
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