CN209670195U - A kind of assembling frame structure stress system - Google Patents
A kind of assembling frame structure stress system Download PDFInfo
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- CN209670195U CN209670195U CN201920165394.4U CN201920165394U CN209670195U CN 209670195 U CN209670195 U CN 209670195U CN 201920165394 U CN201920165394 U CN 201920165394U CN 209670195 U CN209670195 U CN 209670195U
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- frame structure
- node
- screw rod
- stress system
- assembling frame
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Abstract
The utility model one kind connects assembling frame structure stress system composed by compound hollow steel pipe concrete column and steel structure girder, diagonal brace as screw rod mortise and tenon node, belongs to civil construction field；Wherein screw rod mortise and tenon node and compound hollow steel pipe concrete column bolt to form the vertical load bearing unit of column-node.Several vertical load bearing units of column-node are vertically connected with to form frame structure vertical applied force system.Several frame structure vertical applied force systems connect integral, formation assembling frame stress system by steel structure girder, diagonal brace.The utility model has been responded country and has been widelyd popularize the requirement of assembled architecture, Green energy-saving buildings based on assembled theory, and solves the application problem of compound hollow steel tube concrete component.Have the characteristics that simple structure, power transmission are clear, construction is rapid, be convenient to mount and dismount.It can be used for temporary building, permanent construction and building supporting system, be with a wide range of applications.
Description
Technical field
The utility model belongs to civil construction field, in particular to a kind of to connect compound hollow steel tube by screw rod mortise and tenon node
Assembling frame structure stress system composed by concrete column and steel structure girder, diagonal brace.
Background technique
In recent years, under the overall background that country increases infrastructure construction, construction industry is grown rapidly.However, passing
Always there is the drawbacks of high energy consumption, high pollution in the construction industry of system, inevitably bring a negative impact to environment.With people's ring
The enhancing of consciousness is protected, developing assembled arthitecutral structure is effective solution insufficient effective ways of traditional architecture industry.Currently, China compared with
It is mostly steel reinforced concrete assembling building and steel construction assembled architecture for popular assembled arthitecutral structure form.And it is based on steel
The assembled architecture of pipe concrete structure not yet appears in the newspapers.
The features such as concrete filled steel tube is high, anti-seismic performance is excellent with its bearing capacity is widely used in applying for skyscraper
In work construction.Concrete filled steel tube presses its structural form, can be divided into solid formula and hollow type.With solid formula concrete filled steel tubular member phase
Than hollow steel tube concrete component has the significant advantage high from heavy and light, bearing capacity.It is limited solely to hollow steel tube concrete component structure
Complexity is made, site operation tool acquires a certain degree of difficulty, and causes it that the application of engineering field and popularization is still not implemented.Therefore, by assembled
Theory combined with hollow steel tube concrete, be to solve hollow steel tube concrete component to face the effective way of practical problem.
Utility model content
The utility model for the above technical problems, provides a kind of assembling frame structure stress system.The body
System connects hollow steel pipe concrete column and steel structure girder, diagonal brace by screw rod tenon structure node, become it is whole, jointly by
Power.The utility model has the advantages that simple structure, power transmission are clear, construction is rapid, is convenient to mount and dismount.
The technical solution of the utility model includes:
A kind of assembling frame structure stress system, including screw rod mortise and tenon node, compound hollow steel pipe concrete column and steel
Structural beams, diagonal brace, the screw rod mortise and tenon node and compound hollow steel pipe concrete column, which bolt, to be formed column-node and vertically carries list
Member;Several vertical load bearing units of column-node are vertically connected with to form frame structure vertical applied force system;Several frame structures are perpendicular
Integral, formation assembling frame structure stress system is connected by steel structure girder, diagonal brace to stress system.
Further, the screw rod mortise and tenon node upper and lower ends have overhanging screw rod.
Further, there is node hoop in the middle part of the screw rod mortise and tenon node.
Further, overhanging end plate is equipped at the node hoop, end plate is set on end plate perpendicular to node hoop side
There are several screw holes.
Further, interior equipped with extending internally at the center at steel pipe both ends in the compound hollow steel pipe concrete column
Screw thread.
Further, the internal screw thread is identical as the overhanging screw flight specification of screw rod mortise and tenon node upper and lower ends, is formed
Occlusion.
Further, the steel structure girder or diagonal brace both ends web position have screw hole, screw hole specification and quantity and section
Screw hole on point hoop end plate is consistent.
Further, screw rod mortise and tenon node is embedded in inside sole plate, then compound hollow steel pipe concrete column is carried out
Connection.
Further, several frame structure vertical applied force systems are vertically arranged, between frame structure vertical applied force system
Steel structure girder, diagonal brace are set, and steel structure girder is fixed with end plate horizontal connection；The both ends of diagonal brace respectively with frame structure vertical applied force body
The end plate connection of diagonally opposing corner is fixed between system.
The utility model has following advantages and effect compared with prior art:
The utility model is by several screw rod mortise and tenon nodes and compound hollow steel pipe concrete column component and steel structure girder, tiltedly
The connection of the spaces such as support is integral, and combination forms assembling frame structure stress system.The frame structure stress system body is to assemble
Based on formula theory, country is responded and has widelyd popularize the requirement of assembled architecture, Green energy-saving buildings, and solved compound hollow
The application problem of concrete filled steel tubular member.Have the characteristics that simple structure, power transmission are clear, construction is rapid, be convenient to mount and dismount.It can be used for
Temporary building, permanent construction and building supporting system, are with a wide range of applications.
Detailed description of the invention
Fig. 1 is the perspective view of the utility model screw rod mortise and tenon node；
Fig. 2 is the compound hollow steel pipe concrete column perspective view of the utility model；
Fig. 3 is the compound hollow steel pipe concrete column sectional view of the utility model；
Fig. 4 is the utility model steel structure girder perspective view；
Fig. 5 is the utility model diagonal brace perspective view；
Fig. 6 is the utility model frame structure system perspective view.
In figure: screw rod mortise and tenon node 1, overhanging screw rod 2, node hoop 3, end plate 4, compound hollow steel pipe concrete column 5 are interior
Screw thread 6, the vertical load bearing unit 7 of column-node, frame structure vertical applied force system 8, steel structure girder 9, diagonal brace 10, screw hole 11.
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 Fig. 1 ~ Fig. 6, a kind of assembling frame structure stress system of the utility model, including screw rod mortise and tenon node 1,
Compound hollow steel pipe concrete column 5 and steel structure girder 9, diagonal brace 10, the screw rod mortise and tenon node 1 and compound hollow steel tube coagulation
The bolt of earth pillar 5 forms the vertical load bearing unit 7 of column-node;The vertical load bearing unit 7 of several column-nodes is vertically connected with to form frame
Structure vertical applied force system 8;Several frame structure vertical applied force systems 8 connected by steel structure girder 9, diagonal brace 10 it is integral,
Form assembling frame structure stress system；1 upper and lower ends of screw rod mortise and tenon node have overhanging screw rod 2；The screw rod
There is node hoop 3 in the middle part of mortise and tenon node；Overhanging end plate 4 is equipped at the node hoop 3, end plate 4 is perpendicular to 3 side of node hoop
Face, end plate 4 are equipped with several screw holes 11；It is equipped at the center at steel pipe both ends in the compound hollow steel pipe concrete column 5
The internal screw thread 6 to extend internally；The internal screw thread 6 is identical as the overhanging screw flight specification of 1 upper and lower ends of screw rod mortise and tenon node, shape
At occlusion；
The steel structure girder 9 or 10 both ends web position of diagonal brace has screw hole 11,11 specification of screw hole and quantity and node
Screw hole 11 on hoop end plate 4 is consistent.
1 node of screw rod mortise and tenon node is embedded in inside sole plate, then compound hollow steel pipe concrete column 5 is connected
It connects.
Several frame structure vertical applied force systems 8 are vertically arranged, and steel knot is arranged between frame structure vertical applied force system 8
Structure beam 9, diagonal brace 10, steel structure girder 9 are fixed with 4 horizontal connection of end plate；The both ends of diagonal brace 10 respectively with frame structure vertical applied force body
It is that the end plate 4 of diagonally opposing corner between 8 is connected and fixed.
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 (9)
1. a kind of assembling frame structure stress system, including screw rod mortise and tenon node (1), compound hollow steel pipe concrete column (5)
With steel structure girder (9), diagonal brace (10), it is characterised in that: the screw rod mortise and tenon node (1) and compound hollow steel pipe concrete column
(5) bolt forms the vertical load bearing unit of column-node (7);Several vertical load bearing units of column-node (7) are vertically connected with to form frame
Frame structure vertical applied force system (8)；Several frame structure vertical applied force systems (8) are connected by steel structure girder (9), diagonal brace (10)
It is connected into entirety, forms assembling frame structure stress system.
2. a kind of assembling frame structure stress system according to claim 1, it is characterised in that: the screw rod mortise and tenon
Node (1) upper and lower ends have overhanging screw rod (2).
3. a kind of assembling frame structure stress system according to claim 1, it is characterised in that: the screw rod mortise and tenon
There are node hoop (3) in the middle part of node.
4. a kind of assembling frame structure stress system according to claim 3, it is characterised in that: the node hoop
(3) overhanging end plate (4) is equipped at, end plate (4) is equipped with several screw holes perpendicular to node hoop (3) side, end plate (4)
(11).
5. a kind of assembling frame structure stress system according to claim 1, it is characterised in that: described is compound hollow
The internal screw thread (6) to extend internally is equipped at the center at the interior steel pipe both ends of steel core concrete column (5).
6. a kind of assembling frame structure stress system according to claim 5, it is characterised in that: the internal screw thread (6)
It is identical as the overhanging screw flight specification of screw rod mortise and tenon node (1) upper and lower ends, form occlusion.
7. a kind of assembling frame structure stress system according to claim 3, it is characterised in that: the steel structure girder
(9) or diagonal brace (10) both ends web position has screw hole (11), the end plate of screw hole (11) specification and quantity and node hoop (3)
(4) screw hole (11) on is consistent.
8. a kind of assembling frame structure stress system according to claim 1, it is characterised in that: by screw rod mortise and tenon node
(1) node is embedded in inside sole plate, then compound hollow steel pipe concrete column (5) is attached.
9. a kind of assembling frame structure stress system according to claim 1, it is characterised in that: several frame structures
Vertical applied force system (8) is vertically arranged, and steel structure girder (9), diagonal brace (10) are arranged between frame structure vertical applied force system (8),
Steel structure girder (9) is fixed with end plate (4) horizontal connection；The both ends of diagonal brace (10) respectively with frame structure vertical applied force system (8) it
Between the end plate (4) of diagonally opposing corner be connected and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920165394.4U CN209670195U (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure stress system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920165394.4U CN209670195U (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure stress system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209670195U true CN209670195U (en) | 2019-11-22 |
Family
ID=68568069
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920165394.4U Expired - Fee Related CN209670195U (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure stress system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209670195U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653441A (en) * | 2019-01-30 | 2019-04-19 | 沈阳建筑大学 | A kind of assembling frame structure stress system |
| CN113445620A (en) * | 2020-03-26 | 2021-09-28 | 中建二局第一建筑工程有限公司 | Novel building frame construction for civil construction engineering |
| CN113982103A (en) * | 2021-11-05 | 2022-01-28 | 上海结奕建筑咨询事务所 | Steel-concrete combined building frame |
-
2019
- 2019-01-30 CN CN201920165394.4U patent/CN209670195U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653441A (en) * | 2019-01-30 | 2019-04-19 | 沈阳建筑大学 | A kind of assembling frame structure stress system |
| CN113445620A (en) * | 2020-03-26 | 2021-09-28 | 中建二局第一建筑工程有限公司 | Novel building frame construction for civil construction engineering |
| CN113445620B (en) * | 2020-03-26 | 2022-05-20 | 中建二局第一建筑工程有限公司 | Novel building frame construction for civil and architectural engineering |
| CN113982103A (en) * | 2021-11-05 | 2022-01-28 | 上海结奕建筑咨询事务所 | Steel-concrete combined building frame |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191122 Termination date: 20220130 |
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| CF01 | Termination of patent right due to non-payment of annual fee |