CN108396868A - A kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled - Google Patents
A kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled Download PDFInfo
- Publication number
- CN108396868A CN108396868A CN201810346639.3A CN201810346639A CN108396868A CN 108396868 A CN108396868 A CN 108396868A CN 201810346639 A CN201810346639 A CN 201810346639A CN 108396868 A CN108396868 A CN 108396868A
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- China
- Prior art keywords
- connector
- reinforcing bar
- outline border
- fastener
- triangle
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- 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.)
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Classifications
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- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- 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
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a kind of compound triangle space steel lattice boxlike tube-in-tube structures of assembled, including components such as structure outline border, frame net connector, triangular mesh, structure inside casing, outline border fastener, triangle basic unit, connector I, connectors II, it is connected by triangular mesh between the structure outline border and structure inside casing, it is also equipped with frame net connector in the junction of triangular mesh and structure outline border, frame net connector is annular rod structure, frame net connector is sleeved on structure outline border, and the protruding parts of triangular mesh are fixedly connected on frame net connector.The present invention is using IV grade of plain bar of hot rolling containing vanadium as structural matrix, IV grade of plain bar of hot rolling containing vanadium has excellent shock resistance, IV grade of plain bar of hot rolling containing vanadium is formed into triangular mesh structure again, the fill concrete in triangular mesh structure again, using the stability of triangle, the anti-seismic performance of skyscraper is improved.
Description
Technical field
The present invention relates to Super High concrete structure fields, more particularly, to a kind of compound triangle space steel of assembled
Grid boxlike tube-in-tube structure.
Background technology
Houses in 2014 and the publication of town and country construction portion《Prefabricated concrete structure technical regulation》（JGJ1-2014）, mainly
It is to be directed to traditional concrete structure, such as frame, frame are cut, structural systems of frame, are as shown in Figure 1 traditional concrete frame
Frame core barrel structures, central Center-Periphery Structure shear wall in-situ casting, peripheral frame trestle, beam, secondary beam and plate be it is prefabricated assembled,
It from down to up, prefabricated post, beam are equipped with the areas Hou Jiao by layer upon layer at node, and concrete is cast by secondary after bar connecting
It is formed whole.For high-rise and high-rise building, the frame beam and column on periphery, often fat beams and columns, several tons of less serious case, severe one ten
Several tons, and be single, transport, installation, manufacture difficulty are big, high-rise building using traditional structure system assemble whole
Body formula is constructed, it is difficult to reduce the effect of project cost reaches energy-saving and emission-reduction.
High-rise building once encounters natural calamity, it is difficult to have escape space, therefore the shock resistance of high-rise building is just shown
It obtains most important.
Invention content
The present invention is to overcome the above situation insufficient, it is desirable to provide a kind of technical solution that can be solved the above problems.
A kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled, including the connection of structure outline border, frame net
Part, triangular mesh, structure inside casing, outline border fastener, triangle basic unit, connector I, connector II, fastener are vertical
Plate, threaded hole, fastener level board, reinforcing bar, solder joint, I outer wall of connector, I inner wall of connector, II head cover of connector, connector
II buckle, II reinforcing bar resettlement groove of II Ka Gai of connector and connector, by network of triangle between the structure outline border and structure inside casing
Lattice connect, and are also equipped with frame net connector in the junction of triangular mesh and structure outline border, frame net connector is circular column knot
Structure, frame net connector are sleeved on structure outline border, and the protruding parts of triangular mesh are fixedly connected on frame net connector, in structure
The corner of outline border is fixed with outline border fastener, and outline border fastener includes fastener vertical plate, threaded hole and fastener level board,
Fastener vertical plate is mutually perpendicular to fastener level board, and screw thread is all provided on fastener vertical plate and fastener level board
Hole, triangular mesh are made of several triangle basic units, are connected by connector I between each two triangle basic unit
It connects, the grid dislocation that two layers of triangle basic unit connects into is close to place, and dislocation is close between the two-grid placed by even
Fitting II, which is fixedly connected, ultimately forms triangular mesh.
As a further solution of the present invention：The triangular mesh is MULTILAYER COMPOSITE grid.
As a further solution of the present invention：The triangle basic unit includes reinforcing bar and solder joint, a triangular basis
This unit is made of three isometric reinforcing bars of the same race, and the angle between every adjacent two reinforcing bars is 60 °, between adjacent two reinforcing bars
Intersection point at the top a quarter length apart from reinforcing bar, between reinforcing bar be fixedly connected mode be welding, so adjacent two
There are solder joints between root reinforcing bar.
As a further solution of the present invention：The reinforcing bar is IV grade of plain bar of hot rolling containing vanadium of diameter 12mm.
As a further solution of the present invention：The connector I is annular rod structure, including I outer wall of connector and connection
I inner wall of part is wherein interference fitted between I inner wall of connector and reinforcing bar, the thickness between I inner wall of I outer wall of connector and connector
For 5mm.
As a further solution of the present invention：The connector II includes II head cover of connector, the buckle of connector II, connection
II reinforcing bar resettlement groove of II Ka Gai of part and connector, there are two connectors for installation wherein in a round sides of II head cover of connector
II buckle connects main body with a connector, and the II reinforcing bar resettlement groove of connector there are three intercommunication is opened in connector connection main body,
The width of II reinforcing bar resettlement groove of connector is equal to the diameter of reinforcing bar, and the depth of II reinforcing bar resettlement groove of connector is equal to bar diameter
Two times, the angle of II reinforcing bar resettlement groove of two neighboring connector is 60 °, in the opening direction pair of II reinforcing bar resettlement groove of connector
Should have and buckle II Ka Gai of matched connector with connector II.
As a further solution of the present invention：The connector I and connector II are all spring steel forging forming.
Compared with prior art, the beneficial effects of the invention are as follows：The present invention uses IV grade of plain bar conduct of hot rolling containing vanadium
Structural matrix, IV grade of plain bar of hot rolling containing vanadium has excellent shock resistance, and IV grade of plain bar of hot rolling containing vanadium is formed three
Angular reticular structure, then the fill concrete in triangular mesh structure, using the stability of triangle, by the anti-of skyscraper
Shock stability improves.
The additional aspect and advantage of the present invention will be set forth in part in the description, and will partly become from the following description
Obviously, or practice through the invention is recognized.
Description of the drawings
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technology description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without having to pay creative labor, may be used also for those of ordinary skill in the art
With obtain other attached drawings according to these attached drawings.
Fig. 1 is the structural schematic diagram of the present invention.
Fig. 2 is the partial structural diagram of the present invention.
Fig. 3 is the structural schematic diagram of the fastener of the present invention.
Fig. 4 is the structural schematic diagram of the triangle basic unit of the present invention.
Fig. 5 is the structural schematic diagram of the connector I of the present invention.
Fig. 6 is the structural schematic diagram of the connector II of the present invention.
In figure：Structure outline border 1, frame net connector 2, triangular mesh 3, structure inside casing 4, outline border fastener 5, triangular basis
This unit 6, connector I 7, connector II 8, fastener vertical plate 51, threaded hole 52, fastener level board 53, reinforcing bar 61, solder joint
62, I outer wall 71 of connector, I inner wall 72 of connector, II head cover 81 of connector, the buckle of connector II 82, II card lid of connector, 83 and
II reinforcing bar resettlement groove 84 of connector.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
~6 are please referred to Fig.1, in the embodiment of the present invention, in a kind of compound triangle space steel lattice boxlike cylinder of assembled
Barrel structure, including structure outline border 1, frame net connector 2, triangular mesh 3, structure inside casing 4, outline border fastener 5, triangle are basic
Unit 6, connector I 7, connector II 8, fastener vertical plate 51, threaded hole 52, fastener level board 53, reinforcing bar 61, solder joint
62, I outer wall 71 of connector, I inner wall 72 of connector, II head cover 81 of connector, the buckle of connector II 82, II card lid of connector, 83 and
II reinforcing bar resettlement groove 84 of connector, is connected between the structure outline border 1 and structure inside casing 4 by triangular mesh 3, in network of triangle
The junction of lattice 3 and structure outline border 1 is also equipped with frame net connector 2, and frame net connector 2 is annular rod structure, frame net connector 2
It is sleeved on structure outline border 1, the protruding parts of triangular mesh 3 are fixedly connected on frame net connector 2, at the angle of structure outline border 1
The place of falling is fixed with outline border fastener 5, and outline border fastener 5 includes fastener vertical plate 51, threaded hole 52 and fastener level board 53,
Fastener vertical plate 51 is mutually perpendicular to fastener level board 53, is all opened on fastener vertical plate 51 and fastener level board 53
There is threaded hole 52, triangular mesh 3 to be made of several triangle basic units 6, between each two triangle basic unit 6 by
Connector I 7 connects, and the grid dislocation that two layers of triangle basic unit 6 connects into is close to place, and the two layers of mesh placed is close in dislocation
It is fixedly connected by connector II 8 between lattice and ultimately forms triangular mesh 3.
The triangular mesh 3 is MULTILAYER COMPOSITE grid.
The triangle basic unit 6 includes reinforcing bar 61 and solder joint 62, and a triangle basic unit 6 is isometric by three
Reinforcing bar 61 of the same race forms, and the angle between every adjacent two reinforcing bars 61 is 60 °, and the intersection point between adjacent two reinforcing bars 61 is in distance
At the top a quarter length of reinforcing bar 61, the mode that is fixedly connected between reinforcing bar 61 is welding, so adjacent two reinforcing bars 61
Between there are solder joints 62.
The reinforcing bar 61 is IV grade of plain bar of hot rolling containing vanadium of diameter 12mm.
The connector I 7 is annular rod structure, including I inner wall 72 of I outer wall 71 of connector and connector, wherein connector I
It is interference fitted between inner wall 72 and reinforcing bar 61, the thickness between I inner wall 72 of I outer wall 71 of connector and connector is 5mm.
The connector II 8 includes II head cover 81 of connector, the buckle of connector II 82, II card lid 83 of connector and connector
II reinforcing bar resettlement groove 84, there are two connectors II to buckle 82 and one for installation wherein in a round sides of II head cover 81 of connector
A connector connects main body, and the II reinforcing bar resettlement groove 84 of connector there are three intercommunication, connector II are opened in connector connection main body
The width of reinforcing bar resettlement groove 84 is equal to the diameter of reinforcing bar 61, and the depth of II reinforcing bar resettlement groove 84 of connector is equal to 61 diameter of reinforcing bar
Two times, the angle of II reinforcing bar resettlement groove 84 of two neighboring connector is 60 °, in the opening side of II reinforcing bar resettlement groove 84 of connector
To being corresponding with 82 matched connector, II card lid 83 is buckled with connector II.
The connector I 7 and connector II 8 are all spring steel forging forming.
The present invention operation principle be：
A large amount of triangle basic unit 6 is produced in advance, then precasts several applicable triangles according to specific building demand
Shape grid 3 mixes structure outline border 1 and structure inside casing 4, installs triangular mesh 3 layer by layer in building site, often installs one layer
Triangular mesh 3 after waiting for concrete setting, then installs last layer, so just by concreting in triangular mesh 3
Cycle, until building is completed.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case of without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Profit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent requirements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
Claims (7)
1. a kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled, including structure outline border, frame net connector,
Triangular mesh, structure inside casing, outline border fastener, triangle basic unit, connector I, connector II, fastener vertical plate,
Threaded hole and fastener level board, which is characterized in that it is connected by triangular mesh between the structure outline border and structure inside casing,
The junction of triangular mesh and structure outline border is also equipped with frame net connector, and frame net connector is annular rod structure, and frame net connects
Fitting is sleeved on structure outline border, and the protruding parts of triangular mesh are fixedly connected on frame net connector, at the angle of structure outline border
The place of falling is fixed with outline border fastener, and outline border fastener includes fastener vertical plate, threaded hole and fastener level board, and fastener is perpendicular
Straight panel is mutually perpendicular to fastener level board, and threaded hole, triangle are all provided on fastener vertical plate and fastener level board
Grid is made of several triangle basic units, is connected by connector I between each two triangle basic unit, two layers of triangle
The grid dislocation that shape basic unit connects into is close to place, and dislocation is close to fix company by connector II between the two-grid placed
It connects and ultimately forms triangular mesh.
2. the compound triangle space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, feature exist
In the triangular mesh is MULTILAYER COMPOSITE grid.
3. the compound triangle space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, feature exist
In the triangle basic unit includes reinforcing bar and solder joint, and a triangle basic unit is by three isometric reinforcing bar groups of the same race
At, be 60 ° per the angle between adjacent two reinforcing bars, the intersection point between adjacent two reinforcing bars apart from the top of reinforcing bar four/
At one length, the mode that is fixedly connected between reinforcing bar is welding, so there are solder joints between adjacent two reinforcing bars.
4. the compound triangle space steel lattice boxlike tube-in-tube structure of assembled according to claim 3, feature exist
In the reinforcing bar is IV grade of plain bar of hot rolling containing vanadium of diameter 12mm.
5. the compound triangle space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, feature exist
In the connector I is annular rod structure, including I inner wall of I outer wall of connector and connector, wherein I inner wall of connector and reinforcing bar
Between be interference fitted, the thickness between I inner wall of I outer wall of connector and connector be 5mm.
6. cylinder knot in the compound triangle space steel lattice boxlike cylinder of assembled according to claim 1 or claim 4
Structure, which is characterized in that the connector II includes II head cover of connector, the buckle of connector II, II Ka Gai of connector and connector
II reinforcing bar resettlement groove, there are two the buckles of connector II and a connection for installation wherein in a round sides of II head cover of connector
Part connects main body, and the II reinforcing bar resettlement groove of connector there are three intercommunication, the placement of II reinforcing bar of connector are opened in connector connection main body
The width of slot is equal to the diameter of reinforcing bar, and the depth of II reinforcing bar resettlement groove of connector is equal to two times of bar diameter, two neighboring
The angle of II reinforcing bar resettlement groove of connector is 60 °, is corresponding with and connector II in the opening direction of II reinforcing bar resettlement groove of connector
Buckle II Ka Gai of matched connector.
7. the compound triangle space steel lattice boxlike tube-in-tube structure of assembled according to claim 1, feature exist
In the connector I and connector II are all spring steel forging forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810346639.3A CN108396868A (en) | 2018-04-18 | 2018-04-18 | A kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810346639.3A CN108396868A (en) | 2018-04-18 | 2018-04-18 | A kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108396868A true CN108396868A (en) | 2018-08-14 |
Family
ID=63100108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810346639.3A Withdrawn CN108396868A (en) | 2018-04-18 | 2018-04-18 | A kind of compound triangle space steel lattice boxlike tube-in-tube structure of assembled |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108396868A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833117A (en) * | 2021-09-13 | 2021-12-24 | 青岛新华友建工集团股份有限公司 | Assembled multilayer large-span bidirectional multi-span space steel grid box type structure building |
-
2018
- 2018-04-18 CN CN201810346639.3A patent/CN108396868A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833117A (en) * | 2021-09-13 | 2021-12-24 | 青岛新华友建工集团股份有限公司 | Assembled multilayer large-span bidirectional multi-span space steel grid box type structure building |
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| PB01 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
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Application publication date: 20180814 |