CN209686597U - A kind of assembling frame structure node based on screw rod tenon structure - Google Patents
A kind of assembling frame structure node based on screw rod tenon structure Download PDFInfo
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- CN209686597U CN209686597U CN201920166432.8U CN201920166432U CN209686597U CN 209686597 U CN209686597 U CN 209686597U CN 201920166432 U CN201920166432 U CN 201920166432U CN 209686597 U CN209686597 U CN 209686597U
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- Prior art keywords
- screw rod
- screw thread
- pier stud
- hollow
- assembling frame
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Abstract
A kind of assembling frame structure node based on screw rod tenon structure of the utility model, belongs to civil construction field.It is made of screw rod, hollow internal screw thread pier stud and connection fastener.Wherein screw rod from hollow internal screw thread pier stud hollow cavity in wear, and be integrally formed therewith by screw thread；Connection fastener is fixed by screw to form hoop, is buckled in circumferential groove on the outside of hollow internal screw thread pier stud.Spiro rod length is greater than hollow internal screw thread pier stud height, when making to be through at hollow internal screw thread pier stud in it can exposed certain length up and down, for connecting compound hollow concrete column component.Steel structure girder, diagonal brace can be connect by connection fastener with node.The utility model node has the characteristics that simple structure, is convenient to mount and dismount.Based on the node, after connecting compound hollow steel pipe concrete column and steel structure girder, forms a kind of novel assembling frame structural system and then compound hollow steel tube concrete structure is promoted to apply and popularization.
Description
Technical field
The utility model belongs to civil construction field, more particularly to a kind of assembling frame based on screw rod tenon structure
Knot
Structure node.
Background technique
Construction industry is the mainstay industry of national economic development and social development.In recent years, basis is increased in country to set
Under the overall background for applying construction, construction industry is grown rapidly, so that all kinds of New Building Materials and structure type are a large amount of
It emerges in large numbers.Wherein, weight of the features such as concrete filled steel tube is high, anti-seismic performance is excellent with its bearing capacity by academia and engineering circles
Depending on, and be widely used in the construction of skyscraper.Concrete filled steel tube presses its structural form, can be divided into solid formula in
Empty formula.Compared with solid formula concrete filled steel tubular member, hollow steel tube concrete component has from high significant excellent of heavy and light, bearing capacity
Gesture.
Currently, academia is to the Study on behavior of hollow concrete filled steel tubular member more system, and obtains and largely grind
Study carefully achievement.But it is complicated to be limited to hollow steel tube concrete component construction, and site operation tool acquires a certain degree of difficulty, it is caused still to be not implemented
Application and the popularization of engineering field.Therefore, how to overcome the shortcomings of that hollow steel tube concrete component currently faces, it has also become
Urgent problem to be solved.
Utility model content
The utility model for the above technical problems, using fabricated construction thought as starting point, provides a kind of structure
Make novel fabricated frame structure node that is simple, being convenient to mount and dismount.The node can effectively connect hollow steel pipe concrete column and steel
Structural beams, diagonal brace make its common combination form a kind of assembling frame structure stress system based on screw rod tenon structure.
The technical solution of the utility model includes:
A kind of assembling frame structure node based on screw rod tenon structure, comprising: screw rod, connects hollow internal screw thread pier stud
Clasp component wears hollow internal screw thread pier stud on screw rod, and composition node hoop is buckled in hollow interior spiral shell on the inside of connection fastener component
Circumferential groove on the outside of line pier stud.Further, elongated outside the screw rod to be equipped with screw thread, the spiro rod length is greater than hollow
The height of internal screw thread pier stud, can upper and lower exposed certain length when making to be through at hollow internal screw thread pier stud in it.
Further, inner cavity is opened up inside the hollow internal screw thread pier stud, section is annulus, and interior cavity wall is equipped with spiral shell
Line, and it is identical as the screw thread specification outside screw rod, occlusion can be formed.
Further, circumferential groove is equipped in the middle part of the lateral wall of the hollow internal screw thread pier stud.
Further, node hoop internal diameter is identical as the diameter of circumferential groove.
Further, the complete use of the connection fastener, connection fastener component are made of at least two connection fasteners, even
The medium position of clasp is arch member, and the both ends of arch member extend outwardly from, and perpendicularly to arch face and form end plate, same
The height of all end plates in node hoop, consistency of thickness, same set of interior connection fastener height, thickness are identical, end plates screw hole
Corresponding, all connection fasteners constitute a node hoop；Several screw holes are had on end plate；
The node hoop that the connection fastener component is formed at least have there are three types of form, corner post, end bay center pillar can be met
The use demand of steel structure girder is connected with center pillar.
Further, the end between several arch members is close to constitute the node hoop of circular ring shape with end.
Further, inwardly open up cylindrical bolt hole at the both ends center of compound hollow steel pipe concrete column, specification with
Screw rod mutually agrees with；Two compound hollow steel pipe concrete columns are connected by the upper and lower part of screw rod, one end of steel structure girder
Equipped with the connection corresponding with several screw holes on end plate of several screw holes.
The utility model has following advantages and effect:
In the present invention, a kind of screw rod mortise and tenon frame can be formed between screw rod, hollow internal screw thread pier stud and connection fastener
Frame structure node.The node can connect hollow steel pipe concrete column and steel structure girder, diagonal brace etc., to form assembling frame knot
Structure system.The utility model solves the problems, such as that hollow steel tube concrete component connects, while having responded and national having pushed greatly
The requirement of wide assembled architecture, Green energy-saving buildings.The utility model has the characteristics that be convenient to mount and dismount, simple structure.This is practical
After novel involved node connection hollow steel pipe concrete column and steel structure girder, diagonal brace, a kind of novel assembling frame is formed
Structural system.This novel fabricated frame structure system can not only play hollow steel tube concrete component itself from heavy and light, anti-
The advantage that shock stability is good, bearing capacity is high promotes its application and popularization.
Detailed description of the invention
Fig. 1 is the perspective view of the utility model；
Fig. 2 is the fractionation schematic diagram of the utility model；
Fig. 3 is the connection fastener component of center pillar；
Fig. 4 is the connection fastener component of side column；
Fig. 5 is the connection fastener component of corner post；
Fig. 6 is the utility model and compound hollow steel pipe concrete column and steel structure girder connection schematic diagram.
In figure: screw rod 1, hollow internal screw thread pier stud 2, connection fastener component 3, end plate 4, screw hole 5, circumferential groove 6, inner cavity 7,
Node hoop 8, compound hollow steel pipe concrete column 9, steel structure girder 10；
Connection fastener 3-1, arch member 8-1.
Specific embodiment
The present invention will be further described in detail combined with specific embodiments below, but the protection model of the utility model
It encloses and is not limited by specific embodiment, be subject to claims.In addition, with without prejudice to before technical solutions of the utility model
It puts, any modifications or changes easy to accomplish to those of ordinary skill in the art made by the utility model fall within this reality
Within novel scope of the claims.
Embodiment:
As shown in figs 1 to 6, a kind of assembling frame structure node based on screw rod tenon structure, comprising: screw rod 1, in
Empty internal screw thread pier stud 2, connection fastener component 3, it is characterised in that: hollow internal screw thread pier stud 2, connection fastener component 3 are worn on screw rod 1
Inside composition node hoop 8 is buckled in hollow 2 outside circumferential groove 6 of internal screw thread pier stud, 8 internal diameter of node hoop and circumferential groove 6
Diameter it is identical；1 outside of screw rod is elongated to be equipped with screw thread, and 1 length of screw rod is greater than the height of hollow internal screw thread pier stud 2
Degree, can upper and lower exposed certain length when making to be through at hollow internal screw thread pier stud in it.
Opening up inner cavity 7 inside the hollow internal screw thread pier stud 2, section is annulus, and 7 inner wall of inner cavity is equipped with screw thread, and with
Screw thread specification outside screw rod 1 is identical, can form occlusion；Ring is equipped in the middle part of the lateral wall of the hollow internal screw thread pier stud 2
To groove 6.
The complete use of the connection fastener, connection fastener component 3 are made of at least two connection fastener 3-1, connection buckle
The medium position of part 3-1 is arch member 8-1, and the both ends of arch member 8-1 extend outwardly from, and perpendicularly to arch face and form end plate 4,
The height of all end plates 4 in the same node hoop 8, consistency of thickness, same set of interior connection fastener height, thickness are identical,
End plates screw hole is corresponding, and all connection fasteners constitute a node hoop；Several screw holes 5 are had on end plate 4；Several arches
It is close to constitute the node hoop 8 of circular ring shape with end in end between component 8-1.
As shown in Figure 3-Figure 5, the node hoop that the connection fastener component is formed at least have there are three types of form, can distinguish
Meet corner post, end bay center pillar connects the use demand of steel structure girder with center pillar.
As shown in fig. 6, inwardly opening up cylindrical bolt hole, specification at the both ends center of compound hollow steel pipe concrete column 9
Agree with 1 phase of screw rod；Two compound hollow steel pipe concrete columns 9 are connected by the upper and lower part of screw rod 1, steel structure girder 10
One end be equipped with the connection corresponding with several screw holes 5 on end plate 4 of several screw holes 5.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the protection scope of the utility model.
Claims (8)
1. a kind of assembling frame structure node based on screw rod tenon structure, comprising: screw rod (1), hollow internal screw thread pier stud
(2), connection fastener component (3), it is characterised in that: hollow internal screw thread pier stud (2) is worn on screw rod (1), connection fastener component (3) is interior
Side composition node hoop (8) is buckled in circumferential groove (6) on the outside of hollow internal screw thread pier stud (2).
2. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
The screw rod (1) is external elongated equipped with screw thread, and the screw rod (1) length is greater than the height of hollow internal screw thread pier stud (2).
3. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
It is opened up inner cavity (7) inside the hollow internal screw thread pier stud (2), section is annulus, and inner cavity (7) inner wall is equipped with screw thread, and and spiral shell
The external screw thread specification of bar (1) is identical.
4. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
Circumferential groove (6) are equipped in the middle part of the lateral wall of the hollow internal screw thread pier stud (2).
5. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
Node hoop (8) internal diameter is identical as the diameter of circumferential groove (6).
6. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
The connection fastener component (3) is made of at least two connection fasteners (3-1), and the medium position of connection fastener (3-1) is arch
Shape component (8-1), the both ends of arch member (8-1) extend outwardly from, and perpendicularly to arch face and form end plate (4), the same node hoop
(8) height of all end plates (4) in, consistency of thickness, same set of interior connection fastener (3-1) height, thickness are identical, end plate
(4) several screw holes (5) are had on.
7. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
It is close to constitute the node hoop (8) of circular ring shape with end in end between several arch members (8-1).
8. a kind of assembling frame structure node based on screw rod tenon structure according to claim 1, it is characterised in that:
Cylindrical bolt hole is inwardly opened up at the both ends center of compound hollow steel pipe concrete column (9), specification is mutually agreed with screw rod (1)；
Two compound hollow steel pipe concrete columns (9) are connected by the upper and lower part of screw rod (1), one end of steel structure girder (10) is set
There is the connection corresponding with several screw hole (5) on end plate (4) of several screw holes (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920166432.8U CN209686597U (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure node based on screw rod tenon structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920166432.8U CN209686597U (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure node based on screw rod tenon structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209686597U true CN209686597U (en) | 2019-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920166432.8U Expired - Fee Related CN209686597U (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure node based on screw rod tenon structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667350A (en) * | 2019-01-30 | 2019-04-23 | 沈阳建筑大学 | A kind of assembling frame structure node based on screw rod tenon structure |
| CN110792253A (en) * | 2019-12-03 | 2020-02-14 | 张延年 | Steel pipe fastener capable of adjusting connection of fastening pieces |
| CN113136949A (en) * | 2021-04-19 | 2021-07-20 | 浙江中天恒筑钢构有限公司 | Beam penetrating node for hanging steel structure and hanging steel structure building |
-
2019
- 2019-01-30 CN CN201920166432.8U patent/CN209686597U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667350A (en) * | 2019-01-30 | 2019-04-23 | 沈阳建筑大学 | A kind of assembling frame structure node based on screw rod tenon structure |
| CN110792253A (en) * | 2019-12-03 | 2020-02-14 | 张延年 | Steel pipe fastener capable of adjusting connection of fastening pieces |
| CN113136949A (en) * | 2021-04-19 | 2021-07-20 | 浙江中天恒筑钢构有限公司 | Beam penetrating node for hanging steel structure and hanging steel structure building |
| CN113136949B (en) * | 2021-04-19 | 2021-12-21 | 浙江中天恒筑钢构有限公司 | Beam penetrating node for hanging steel structure and hanging steel structure building |
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191126 Termination date: 20220130 |
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| CF01 | Termination of patent right due to non-payment of annual fee |