CN107338890A - T-steel arbitrary angle in plane degree connecting node stressing device - Google Patents
T-steel arbitrary angle in plane degree connecting node stressing device Download PDFInfo
- Publication number
- CN107338890A CN107338890A CN201710636373.1A CN201710636373A CN107338890A CN 107338890 A CN107338890 A CN 107338890A CN 201710636373 A CN201710636373 A CN 201710636373A CN 107338890 A CN107338890 A CN 107338890A
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- Prior art keywords
- steel
- circular
- plate
- connecting node
- arbitrary angle
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 207
- 239000010959 steel Substances 0.000 title claims abstract description 207
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 239000003795 chemical substances by application Substances 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 108010074506 Transfer Factor Proteins 0.000 description 1
- 229910000754 Wrought iron Inorganic materials 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 210000004907 gland Anatomy 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000003754 machining Methods 0.000 description 1
- 210000003739 neck Anatomy 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
Landscapes
- 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 T-steel arbitrary angle in plane degree connecting node stressing device, including:Deformed steel flats cover plate, circular steel deck-plate, limited block, junction steel plate, circular steel part, circular cover and ball screw, ball screw is installed between circular steel part and circular cover, circular steel part center has annular groove, limited block and junction steel plate are installed in circular steel part annular groove simultaneously, push down and lock between circular steel deck-plate and circular steel part, junction steel plate is connected between circular steel deck-plate and circular steel part, and deformed steel flats cover plate pressure is on circular steel deck-plate and locks.Through the above way, manufacturing procedure simple structure reasonable stress of the present invention, field installation time can be reduced, for the angle strong adaptability of T-steel part, it make use of circular, bulbous configuration, by cross simplification, attractive in appearanceization of the T-steel Multidirectional connector point of complexity, realize that the T steel of arbitrary angle in plane degree crosses the connection of node.
Description
Technical field
The present invention relates to curtain wall technology field, more particularly to a kind of T-steel arbitrary angle in plane degree connecting node stress
Device.
Background technology
Curtain wall is developed so far, and the separation that architect has been not limited to curtain wall is smooth vertical and horizontal, for coat-curtain wall of building
Requirement it is more and more.T-steel glass curtain wall system is increasingly becoming numerous architects with its distinctive performance and selected, and will
Curtain wall is divided into the polygon of triangle, rhombus or other forms.
The processing of determining of T-steel is completed in factory, then welding or directly mechanical connection at the scene.For multi-angle or indefinite
The T-steel of angle crosses node, also can be because even if factory fully according to theoretical model, delivers to scene after being cut using intersection
Its thin-slab construction and scene actual deviation, be difficult to realize in other words quality it is difficult to ensure that.
If there was only vertical and horizontal both direction between T-steel in plane, then its connection is also fairly simple.If T-steel
Between have connection of three directions even more than direction in plane, then the node that crosses at it is comparatively just more complicated,
Deal with and also comparatively want troublesome more.
The content of the invention
The present invention solves the technical problem of provide a kind of T-steel arbitrary angle in plane degree connecting node stress dress
To put, manufacturing procedure is simple, and structure stress is reasonable, can reduce field installation time, for the angle strong adaptability of T-steel part,
Circular, bulbous configuration is make use of, cross simplification, attractive in appearanceization of the T-steel Multidirectional connector point of complexity are realized in plane
T steel crosses the connection of node at any angle.
In order to solve the above technical problems, one aspect of the present invention is:There is provided any in a kind of T-steel plane
Angle connecting node stressing device, including:Deformed steel flats cover plate, circular steel deck-plate, limited block, junction steel plate, circular steel part, circle
Shape gland and ball screw,
Ball screw is installed between circular steel part and circular cover, and circular steel part center has annular groove, limited block and company
Connect steel plate while be installed in circular steel part annular groove, push down and lock between circular steel deck-plate and circular steel part, connect steel
Board is connected between circular steel deck-plate and circular steel part, and deformed steel flats cover plate pressure is on circular steel deck-plate and locks.
In a preferred embodiment of the present invention, the thickness of deformed steel flats cover plate is identical with the thickness of T-steel wing plate, abnormity
Steel plate cover plate is fixed on circular steel deck-plate by the first lock-screw.
In a preferred embodiment of the present invention, a structure with annular groove is made by cylindrical steel in circular steel part, circular
The bottom of steel part is made concave ball shape structure and forms ball recess, and circular steel deck-plate is consolidated by the second lock-screw and circular steel part
Fixed connection.
In a preferred embodiment of the present invention, junction steel plate is identical with the thickness of T-steel web, and junction steel plate is a band
The steel plate of bayonet shape, junction steel plate are connected in the annular groove of circular steel part by circular steel deck-plate and circular steel part.
In a preferred embodiment of the present invention, junction steel plate can in annular groove 360 degree rotate and pass through limited block
To limit direction, limited block is broken by steel pipe is made the angled limited block of a tool, and the angle and junction steel plate of limited block are in ring
Orientation angle in connected in star is engaged.
In a preferred embodiment of the present invention, the link position of junction steel plate and T-steel web is provided with long lumbar hole, connects
Steel plate is realized by long lumbar hole using connecting bolt at connecting node with T-steel and is fastenedly connected.
In a preferred embodiment of the present invention, one end of ball screw is spherical structure, the other end of ball screw
For helicitic texture.
In a preferred embodiment of the present invention, the spherical structure of ball screw and the ball recess phase of circular steel part bottom
Mutually coordinate, spherical structure is clipped in inside of spherical groove by circular steel part and circular cover by the 3rd lock-screw.
In a preferred embodiment of the present invention, in addition to pedestal, built-in fitting and agent structure, base interior are provided with interior spiral shell
The helicitic texture of line, internal thread and ball screw is connected, and is fixed on by built-in fitting in agent structure.
In a preferred embodiment of the present invention, it is overall after stressing device assembled formation to be fixedly connected with T-steel.
The beneficial effects of the invention are as follows:T-steel arbitrary angle in plane degree connecting node stressing device component processing of the present invention
Process is simple, and structure stress is reasonable, reduces labor intensity, raises labour productivity, and reduces the set-up time at scene;Effectively
Circular, bulbous configuration is make use of, cross simplification, attractive in appearanceization of the T-steel Multidirectional connector point of complexity are realized in plane
T steel crosses the connection of node at any angle;Simultaneously for the angle strong adaptability of T-steel part, pass through the angle of limited block
Control can be so that T-steel connects at any angle in control plane.
Brief description of the drawings
Technical scheme in order to illustrate the embodiments of the present invention more clearly, make required in being described below to embodiment
Accompanying drawing is briefly described, it should be apparent that, drawings in the following description are only some embodiments of the present invention, for
For those of ordinary skill in the art, on the premise of not paying creative work, it can also be obtained according to these accompanying drawings other
Accompanying drawing, wherein:
Fig. 1 is the longitudinal sectional view of T-steel arbitrary angle in plane degree connecting node stressing device of the present invention;
Fig. 2 is the floor map of T-steel arbitrary angle in plane degree connecting node stressing device of the present invention;
Fig. 3 is the section plan of T-steel arbitrary angle in plane degree connecting node stressing device of the present invention;
Fig. 4 is the three-dimensional axial schematic diagram of T-steel arbitrary angle in plane degree connecting node stressing device of the present invention;
The mark of each part is as follows in accompanying drawing:1st, aluminium section bar, 2, deformed steel flats cover plate, the 3, first lock-screw, the 4, second locking
Screw, 5, circular steel deck-plate, 6, limited block, 7, T-steel, 71, wing plate, 72, web, 8, junction steel plate, 81, bayonet shape, 9,
Connecting bolt, 10, long lumbar hole, 11, circular steel part, 11-1, annular groove, 11-2, ball recess, the 12, the 3rd lock-screw,
13rd, circular cover, 14, ball screw, 14-1, spherical structure, 14-2, helicitic texture, 15, pedestal, 15-1, internal thread, 16, pre-
Embedded part, 17, agent structure.
Embodiment
The technical scheme in the embodiment of the present invention will be clearly and completely described below, it is clear that described implementation
Example is only the part of the embodiment of the present invention, rather than whole embodiments.It is common based on the embodiment in the present invention, this area
All other embodiment that technical staff is obtained under the premise of creative work is not made, belong to the model that the present invention protects
Enclose.
Fig. 1 to Fig. 4 is referred to, the embodiment of the present invention includes:
A kind of T-steel arbitrary angle in plane degree connecting node stressing device, including:Deformed steel flats cover plate 2, circular steel deck-plate 5, limit
Position block 6, junction steel plate 8, circular steel part 11, circular cover 13, ball screw 14, pedestal 15, built-in fitting 16 and agent structure 17.
The thickness of deformed steel flats cover plate 2 is identical with the thickness of the wing plate 71 of T-steel 7, and deformed steel flats cover plate 2 passes through the first lock
Tight screw 3 is fixed on circular steel deck-plate 5.
A structure with annular groove 11-1 is made by cylindrical steel in circular steel part 11, and recessed ball is made in the bottom of circular steel part 11
Shape structure forms ball recess 11-2, and circular steel deck-plate 5 is fixedly connected by the second lock-screw 4 with circular steel part 11.
Junction steel plate 8 is identical with the thickness of the web 72 of T-steel 7, and junction steel plate 8 is a steel plate with bayonet shape 81,
Junction steel plate 8 is connected in by circular steel deck-plate 5 and circular steel part 11 in the annular groove 11-1 of circular steel part 11.
Junction steel plate 8 can in annular groove 11-1 360 degree rotate and direction limited by limited block 6, limited block 6 by
Steel pipe, which is broken, is made the angled limited block of a tool, angle and positioning of the junction steel plate 8 in annular groove 11-1 of limited block 6
Angle is engaged.
The link position of junction steel plate 8 and the web 72 of T-steel 7 is provided with long lumbar hole 10, and junction steel plate 8 is being connected with T-steel 7
Realized and be fastenedly connected by long lumbar hole 10 using connecting bolt 9 at node.
One end of ball screw 14 is spherical structure 14-1, and the other end of ball screw 14 is helicitic texture 14-2.
The spherical structure 14-1 of ball screw 14 and the ball recess 11-2 of the circular bottom of steel part 11 cooperate, spherical junctions
Structure 14-1 is clipped in ball recess 11-2 by circular steel part 11 and circular cover 13 by the 3rd lock-screw 12.
The inside of pedestal 15 is provided with internal thread 15-1, and internal thread 15-1 and ball screw 14 helicitic texture 14-2 coordinate company
Connect, and be fixed on by built-in fitting 16 in agent structure 17.
In actual processing assembling process, aluminium section bar 1 is outer curtain wall pair frame, and deformed steel flats cover plate 2 uses and the wing of T-steel 7
The grade steel plate of plate 71, according to theoretical model angle, is processed using machine cuts, and the first lock-screw 3 and the second lock-screw 4 are equal
For mechanical screw.
Circular steel deck-plate 5 is machined into bottom using steel plate has spill, and limited block 6 uses steel pipe according to theoretical model
Break, form the limited block 6 with angle, limited block 6 can be processed into limited block 6 at any angle, and control deviation.
So, can be with control plane by the angle control of limited block 6 for the angle strong adaptability of T-steel 7
T-steel connects at any angle.
T-steel 7 is the rod member that curtain wall construction uses, and junction steel plate 8 is added using the steel plate with the uniform thickness of web 72 of T-steel 7
Work into the steel plate with bayonet shape 81, and with rod member connecting node at be provided with long lumbar hole 10, it is possible to achieve rod length side
To error transfer factor.Wherein connecting bolt 9 is the node connection bolt of rod member and stressing device, there is two plain cushions and a bullet
Pad is used cooperatively.
Circular steel part 11 is processed into the groove of band annular using Cylindrical Rigid, and in one concave ball shape structure of bottom processing, the 3rd
Lock-screw 12 is mechanical screw, and circular cover 13 is process for circular steel plate.
Ball screw 14 is formed using rod iron machining, and one is ball recess structure, and the other end is processed into machine silk spiral shell
Rasp bar.Pedestal 15 is a mechanical inner thread steel pipe, and built-in fitting 16 is to be embedded in the pre-buried steel part within agent structure 17 in advance.
Whole stressing device can transport scene after factory-assembled shaping as a parts, T-shaped with live component
Steel 7 is attached, and using connecting bolt 9 and by long lumbar hole 10, bolt connection is realized with connecting bolt 9.
The installation process of T-steel arbitrary angle in plane degree connecting node stressing device of the present invention is:
Ball screw 14 is installed between circular steel part 11 and circular cover 13, is fixed by the 3rd lock-screw 12,
The circular center of steel part 11 has annular groove 11-1, and limited block 6 and junction steel plate 8 are installed on the ring of circular steel part 11 simultaneously
In connected in star 11-1, then circular steel deck-plate 5 and circular steel part 11 are pushed down by the second lock-screw 4, then by junction steel plate 8
It is connected between circular steel deck-plate 5 and circular steel part 11,
Deformed steel flats cover plate 2 is located on circular steel deck-plate 5 by the first lock-screw 3 pressure, pedestal 15 and the screw thread of ball screw 14
Connection, is then connected with agent structure 17 again by built-in fitting 16, completes the assembling of stressing device node, stressing device assembling
The overall T-steel 7 again with scene is fixedly connected after shaping.
The design of whole node is succinct, and easily assembling, in-site installation can realize that plane is rotated and realized at any angle
The connection of rod member crosses, attractive in appearance and practical.
The beneficial effect of T-steel arbitrary angle in plane degree connecting node stressing device of the present invention is:
Component manufacturing procedure is simple, reduces labor intensity, raises labour productivity, structure stress is reasonable, securely and reliably, significantly
Reduce the set-up time at scene;
Efficiently utilize circle, bulbous configuration, by cross simplification, attractive in appearanceization of the T-steel Multidirectional connector point of complexity,
Realize that the T steel of arbitrary angle in plane degree crosses the connection of node;
, can be with any angle in control plane by the angle control of limited block simultaneously for the angle strong adaptability of T-steel part
T-steel connection.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure or equivalent flow conversion that bright description is made, or directly or indirectly it is used in other related technology necks
Domain, it is included within the scope of the present invention.
Claims (10)
- A kind of 1. T-steel arbitrary angle in plane degree connecting node stressing device, it is characterised in that including:Deformed steel flats cover plate, circle Shape steel deck-plate, limited block, junction steel plate, circular steel part, circular cover and ball screw,Ball screw is installed between circular steel part and circular cover, and circular steel part center has annular groove, limited block and company Connect steel plate while be installed in circular steel part annular groove, push down and lock between circular steel deck-plate and circular steel part, connect steel Board is connected between circular steel deck-plate and circular steel part, and deformed steel flats cover plate pressure is on circular steel deck-plate and locks.
- 2. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 1, it is characterised in that abnormity The thickness of steel plate cover plate is identical with the thickness of T-steel wing plate, and deformed steel flats cover plate is fixed on circular steel by the first lock-screw On cover plate.
- 3. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 1, it is characterised in that circular A structure with annular groove is made by cylindrical steel in steel part, and the bottom of circular steel part is made concave ball shape structure and forms spherical female Groove, circular steel deck-plate are fixedly connected by the second lock-screw with circular steel part.
- 4. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 3, it is characterised in that connection Steel plate is identical with the thickness of T-steel web, and junction steel plate is a steel plate with bayonet shape, junction steel plate by circular steel deck-plate and Circular steel part is connected in the annular groove of circular steel part.
- 5. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 4, it is characterised in that connection Steel plate can in annular groove 360 degree rotate and direction limited by limited block, limited block is broken by steel pipe to be made one and has The limited block of angle, the orientation angle of the angle of limited block with junction steel plate in annular groove are engaged.
- 6. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 5, it is characterised in that connection The link position of steel plate and T-steel web is provided with long lumbar hole, and junction steel plate is led to T-steel at connecting node using connecting bolt Long lumbar hole realization is crossed to be fastenedly connected.
- 7. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 1, it is characterised in that bulb One end of screw rod is spherical structure, and the other end of ball screw is helicitic texture.
- 8. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 7, it is characterised in that bulb The spherical structure of screw rod and the ball recess of circular steel part bottom cooperate, and spherical structure is led to by circular steel part and circular cover Cross the 3rd lock-screw and be clipped in inside of spherical groove.
- 9. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 7, it is characterised in that also wrap Pedestal, built-in fitting and agent structure are included, base interior is provided with internal thread, and the helicitic texture cooperation of internal thread and ball screw connects Connect, and be fixed on by built-in fitting in agent structure.
- 10. T-steel arbitrary angle in plane degree connecting node stressing device according to claim 1, it is characterised in that stress It is overall after device assembled formation to be fixedly connected with T-steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201710636373.1A CN107338890A (en) | 2017-07-31 | 2017-07-31 | T-steel arbitrary angle in plane degree connecting node stressing device |
Applications Claiming Priority (1)
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CN201710636373.1A CN107338890A (en) | 2017-07-31 | 2017-07-31 | T-steel arbitrary angle in plane degree connecting node stressing device |
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CN107338890A true CN107338890A (en) | 2017-11-10 |
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CN201710636373.1A Pending CN107338890A (en) | 2017-07-31 | 2017-07-31 | T-steel arbitrary angle in plane degree connecting node stressing device |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114370115A (en) * | 2022-01-25 | 2022-04-19 | 中国五冶集团有限公司 | Adjustable connecting piece that special-shaped curved surface curtain was used |
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JP2002167853A (en) * | 2000-11-30 | 2002-06-11 | Daiwa House Ind Co Ltd | Structure of joint part of space truss and joint member |
CN202299050U (en) * | 2011-10-27 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Unitized curtain wall plate ball hinge type universal connecting device |
CN102535642A (en) * | 2011-12-29 | 2012-07-04 | 东南大学 | Assembling type node of spatial freeform curved latticed shell steel structure and assembling method of assembling type node |
CN103216011A (en) * | 2013-04-10 | 2013-07-24 | 姚传海 | Member bar connecting device applied in complicated building space structural system |
CN106400984A (en) * | 2016-11-24 | 2017-02-15 | 公安部天津消防研究所 | Reinforced plate type fire control joint structure for space structure |
-
2017
- 2017-07-31 CN CN201710636373.1A patent/CN107338890A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002167853A (en) * | 2000-11-30 | 2002-06-11 | Daiwa House Ind Co Ltd | Structure of joint part of space truss and joint member |
CN202299050U (en) * | 2011-10-27 | 2012-07-04 | 沈阳远大铝业工程有限公司 | Unitized curtain wall plate ball hinge type universal connecting device |
CN102535642A (en) * | 2011-12-29 | 2012-07-04 | 东南大学 | Assembling type node of spatial freeform curved latticed shell steel structure and assembling method of assembling type node |
CN103216011A (en) * | 2013-04-10 | 2013-07-24 | 姚传海 | Member bar connecting device applied in complicated building space structural system |
CN106400984A (en) * | 2016-11-24 | 2017-02-15 | 公安部天津消防研究所 | Reinforced plate type fire control joint structure for space structure |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114370115A (en) * | 2022-01-25 | 2022-04-19 | 中国五冶集团有限公司 | Adjustable connecting piece that special-shaped curved surface curtain was used |
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