CN109653441A - A kind of assembling frame structure stress system - Google Patents
A kind of assembling frame structure stress system Download PDFInfo
- Publication number
- CN109653441A CN109653441A CN201910094099.9A CN201910094099A CN109653441A CN 109653441 A CN109653441 A CN 109653441A CN 201910094099 A CN201910094099 A CN 201910094099A CN 109653441 A CN109653441 A CN 109653441A
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- China
- Prior art keywords
- frame structure
- node
- screw rod
- stress system
- assembling frame
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A kind of assembling frame structure stress system as composed by the compound hollow steel pipe concrete column of screw rod mortise and tenon node connection and steel structure girder, diagonal brace of the invention, 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 present invention has the characteristics that simple structure, power transmission are clear, construction is rapid, is 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 invention belongs to civil construction fields, in particular to a kind of to connect compound hollow steel tube coagulation by screw rod mortise and tenon node
Assembling frame structure stress system composed by earth pillar and steel structure girder, diagonal brace.
Background technique
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.
Summary of the invention
The present invention for the above technical problems, provides a kind of assembling frame structure stress system.The system is logical
Screw rod tenon structure node connection hollow steel pipe concrete column and steel structure girder, diagonal brace are crossed, whole, common stress is become.
The present invention has the advantages that simple structure, power transmission are clear, construction is rapid, is convenient to mount and dismount.
Technical solution of the present invention:
A kind of assembling frame structure stress system, including screw rod mortise and tenon node, compound hollow steel pipe concrete column and steel construction
Beam, diagonal brace, the 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 structures are vertical
Stress system connects integral, formation assembling frame structure stress system by steel structure girder, diagonal brace.
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 present invention has following advantages and effect compared with prior art:
The present invention is by the spaces such as several screw rod mortise and tenon nodes and compound hollow steel pipe concrete column component and steel structure girder, diagonal brace
Connect it is integral, combination form assembling frame structure stress system.The frame structure stress system body is with assembled theory
Basis has responded country and has widelyd popularize the requirement of assembled architecture, Green energy-saving buildings, and solved compound hollow steel tube coagulation
The application problem of native 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 provisional build
Build, permanent construction and building supporting system, be with a wide range of applications.
Detailed description of the invention
Fig. 1 is the perspective view of screw rod mortise and tenon node of the present invention；
Fig. 2 is the compound hollow steel pipe concrete column perspective view of the present invention；
Fig. 3 is the compound hollow steel pipe concrete column sectional view of the present invention；
Fig. 4 is steel structure girder perspective view of the present invention；
Fig. 5 is diagonal brace perspective view of the present invention；
Fig. 6 is frame structure system perspective view of the present invention.
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 described in further detail combined with specific embodiments below, but protection scope of the present invention is not had
The embodiment of body is limited, and is subject to claims.In addition, with without prejudice under the premise of technical solution of the present invention, to this hair
Any modifications or changes easy to accomplish of those of ordinary skill in the art made by bright fall within claim model of the invention
Within enclosing.
Embodiment:
As shown in Fig. 1 ~ Fig. 6, a kind of assembling frame structure stress system of the present invention, including it is screw rod mortise and tenon node 1, compound hollow
Steel core concrete column 5 and steel structure girder 9, diagonal brace 10, the screw rod mortise and tenon node 1 and compound 5 bolt of hollow steel pipe concrete column
It connects to form the vertical load bearing unit 7 of column-node;The vertical load bearing unit 7 of several column-nodes is vertically connected with that form frame structure vertical
Stress system 8;Several frame structure vertical applied force systems 8 connect integral, formation assembly by steel structure girder 9, diagonal brace 10
Formula frame structure stress system；1 upper and lower ends of screw rod mortise and tenon node have overhanging screw rod 2；The screw rod mortise and tenon node
There is node hoop 3 at middle part；Overhanging end plate 4 is equipped at the node hoop 3, end plate 4 is perpendicular to 3 side of node hoop, end plate 4
It is equipped with several screw holes 11；It is equipped with and extends internally at the center at steel pipe both ends in the compound hollow steel pipe concrete column 5
Internal screw thread 6；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, forms 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 hoop
Screw hole 11 on 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 a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
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 1, 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 1, 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 |
|---|---|---|---|
| CN201910094099.9A CN109653441A (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 |
|---|---|---|---|
| CN201910094099.9A CN109653441A (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure stress system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109653441A true CN109653441A (en) | 2019-04-19 |
Family
ID=66121817
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910094099.9A Pending CN109653441A (en) | 2019-01-30 | 2019-01-30 | A kind of assembling frame structure stress system |
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|---|---|
| CN (1) | CN109653441A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10331263A (en) * | 1997-06-04 | 1998-12-15 | Takenaka Komuten Co Ltd | Joint structure of steel pipe concrete member |
| CN101144288A (en) * | 2007-10-29 | 2008-03-19 | 沈阳建筑大学 | Steel ring plate node for round carbon fibre reinforced plastic steel pipe concrete post and steel frame beam |
| KR20110061840A (en) * | 2009-12-02 | 2011-06-10 | 서울시립대학교 산학협력단 | Joint structure for hollow core concrete filled tube column and h shaped beam and construction method therefor |
| CN103216006A (en) * | 2013-04-25 | 2013-07-24 | 沈阳建筑大学 | Fabricated type frame structure for concrete filled steel tubes |
| CN106869326A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | Frame system and construction method that hollow steel tube concrete integral node is constituted |
| CN206477433U (en) * | 2016-12-26 | 2017-09-08 | 中建钢构有限公司 | A kind of steel core concrete column and girder steel, steel diagonal brace connecting node |
| CN209670195U (en) * | 2019-01-30 | 2019-11-22 | 沈阳建筑大学 | A kind of assembling frame structure stress system |
-
2019
- 2019-01-30 CN CN201910094099.9A patent/CN109653441A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10331263A (en) * | 1997-06-04 | 1998-12-15 | Takenaka Komuten Co Ltd | Joint structure of steel pipe concrete member |
| CN101144288A (en) * | 2007-10-29 | 2008-03-19 | 沈阳建筑大学 | Steel ring plate node for round carbon fibre reinforced plastic steel pipe concrete post and steel frame beam |
| KR20110061840A (en) * | 2009-12-02 | 2011-06-10 | 서울시립대학교 산학협력단 | Joint structure for hollow core concrete filled tube column and h shaped beam and construction method therefor |
| CN103216006A (en) * | 2013-04-25 | 2013-07-24 | 沈阳建筑大学 | Fabricated type frame structure for concrete filled steel tubes |
| CN206477433U (en) * | 2016-12-26 | 2017-09-08 | 中建钢构有限公司 | A kind of steel core concrete column and girder steel, steel diagonal brace connecting node |
| CN106869326A (en) * | 2017-03-12 | 2017-06-20 | 东北石油大学 | Frame system and construction method that hollow steel tube concrete integral node is constituted |
| CN209670195U (en) * | 2019-01-30 | 2019-11-22 | 沈阳建筑大学 | A kind of assembling frame structure stress system |
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