CN208633271U - A kind of novel staggered truss structure - Google Patents
A kind of novel staggered truss structure Download PDFInfo
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- CN208633271U CN208633271U CN201820930309.4U CN201820930309U CN208633271U CN 208633271 U CN208633271 U CN 208633271U CN 201820930309 U CN201820930309 U CN 201820930309U CN 208633271 U CN208633271 U CN 208633271U
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- truss
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Abstract
This application involves a kind of novel staggered truss structures, belong to the special wall structure technical field of buildings in general.Including wall unit and truss element, truss element is fixed between two wall units, the wall unit is the T-type structure being made of body terminal and connecting pin, connecting pin is located in the middle part of body terminal, and connect with truss element, and it is provided with connecting plate towards the side of truss element, buttcover plate is then arranged in the side of truss element towards connecting pin, buttcover plate and connecting plate splice, and are fixed with fastener, that is, realize the fixation of truss element and wall unit.The application is applied to trussing, has many advantages, such as that simple structure, power transmission be clear, vertical cross stiffness integrally tends to equilibrium.
Description
Technical field
This application involves a kind of novel staggered truss structures, belong to the special wall structure technical field of buildings in general.
Background technique
Staggered Truss Structure Systems are a kind of novel structural system, which refers to each of lateral in building
On axis, plane girder interlayer setting, and on adjacent axis interlaced arrangement structural system.Between adjacent truss, floor one
End is supported on the top boom of next layer plane truss, and another end is supported on down.Its structure arrangement of features is transverse truss staggered floor, every Pin
Interlaced arrangement, it is longitudinal to connect each truss structure with Vierendeel girder, structure be capable of providing two columns away from large space so that space cloth
Office is more flexible.However, since truss is capable of providing very big lateral stiffness, the partition that chord member of truss is generated along with floor
Effect, so that the lateral stiffness of Staggered-truss System is more much bigger than longitudinal.So, structure will be made in earthquake or wind lotus
Load effect is lower to generate bigger torsional displacement, influences the normal use of structure safety and building.
Utility model content
For drawbacks described above present in existing truss structure, it is clear, whole that the application provides a kind of simple structure, power transmission
Vertical cross stiffness tends to balanced novel staggered truss structure.
To achieve the above object, the technical solution that the application takes is as follows:
A kind of novel staggered truss structure, including wall unit and truss element, truss element be fixed on two wall units it
Between, the wall unit is the T-type structure being made of body terminal and connecting pin, and connecting pin is located in the middle part of body terminal, and with truss list
Member connection, and it is provided with connecting plate towards the side of truss element, docking is then arranged in the side of truss element towards connecting pin
Plate, buttcover plate and connecting plate splice, and are fixed with fastener, that is, realize the fixation of truss element and wall unit.
Further, as preferred:
The wall unit includes wall, web and wing plate, and the wing plate is set to web end, forms the interior branch of wall unit
Support, wall is made of the concrete being filled between inner support.It is furthermore preferred that the web includes web one and web two,
Web one is mutually perpendicular to and intersects with web two；Wing plate includes wing plate one and wing plate two, wing plate one at least there are two, and position respectively
In the both ends of web one, wing plate two is located at two outer end of web.Tie-rod is arranged in the web outside, and tie-rod is parallel with web, with reality
The outside-supporting of existing web.Wall unit is the main carrying of longitudinal bracing, and web, tie-rod and wing plate constitute the interior branch of wall unit
Support, the casting concrete in the inner support, and solidify and form wall, wall and inner support form one, with the wall list of the structure
Member replaces common steel column, bearing power increase, and fire protecting performance also substantially enhances；Meanwhile tie-rod and web, flap position are set
Set, the rigidity in wall face is very big, can make up the problem of staggered truss both direction rigidity differs greatly, make wall unit around
Strong axis bending stiffness is greatly improved, and structure longitudinal direction anti-side rigidity is largely increased, and cross-longitudinal rigidity of structure entirety becomes
In equilibrium.
The truss element includes two roof beams structure and several vertical bars and brace for being set between roof beam structure, two roof beam structure phases
It is mutually arranged in parallel, vertical bar is connected between two roof beams structure, and brace is obliquely installed between roof beam structure and vertical bar, and the brace and roof beam structure
Between fixed with connecing block.It is furthermore preferred that being fixed between the vertical bar and roof beam structure with connecing block.It is more between the internal structure of truss element
Using direct fixed form, i.e., plurality of rods part and roof beam structure is directly fixed, the advantage of this mode is install convenient, however lacks
Fall into and be also apparent from: the rigidity between rod piece and roof beam structure is excessive, and stress is easy to break；The application is in vertical bar and roof beam structure, brace and roof beam structure, very
It is attached between brace, vertical bar and roof beam structure three with connecing block, avoids mutual rigid connection, connect existing for for block
Provide cushion space, to effectively increase the harmony in truss element transverse direction.
The connecting plate side extends into wall unit, and the other side is prominent outside wall unit, and buttcover plate passes through fastener
Truss element is fixed on prominent connecting plate outside.It is furthermore preferred that the fastener is bolt arrangement, the application is used
Wall and web that concrete is formed, wing plate constitute combined shear wall construction, instead of common steel structure column, mating connection plate with
Truss element constitutes the connecting node of full bolt arrangement, and power transmission is clear, and realizes the equilibrium of dynamics in longitudinal and transverse two directions
Property, and simple structure, easy to operate, connection is simple and fast, securely and reliably, complete assembled in situization construction may be implemented.
The trussing includes several pairs of wall units and several truss elements, and truss element is set to the wall of odd number
Between unit, it is not provided with truss element between even-even wall unit, which constitutes the trussing of odd number layer plane.
The trussing includes several pairs of wall units and several truss elements, and truss element is set to the wall of even-even
Between unit, it is not provided with truss element between odd number wall unit, which constitutes the trussing of even number layer plane.
The application is applied to trussing, alternative existing steel column and truss connection type, truss element and wall list
The staggered truss unit of vertical, horizontal stress equalization is formed between member.
Detailed description of the invention
Fig. 1 is the front elevation of the application；
Fig. 2 is the sectional view of wall unit in the application；
Fig. 3 is the side view of wall unit in the application；
Fig. 4 is the front elevation of wall unit in the application；
Fig. 5 is the first arrangement states figure of the application；
Fig. 6 is second of arrangement states figure of the application.
Figure label: 1. wall units；1a. body terminal；The connecting pin 1b.；11. wall；12. web one；13. wing plate
One；14. tie-rod one；15. web two；16. wing plate two；17. tie-rod two；2. truss element；21. roof beam structure；22. vertical bar；
23. brace；24. block is connect on；25. block is connect under；3. connecting plate；31. fixation hole；4. fastener；5. buttcover plate.
Specific embodiment
A kind of novel staggered truss structure of the present embodiment, in conjunction with Fig. 1, including wall unit 1 and truss element 2, truss element 2
It is fixed between two wall units 1, wall unit 1 is the T-type structure being made of body terminal 1a and connecting pin 1b, and connecting pin 1b is located at
In the middle part of body terminal 1a, and it is connect with truss element 2, and it is provided with connecting plate 3, truss element 2 towards the side of truss element 2
Buttcover plate 5 is then set towards the side of connecting pin 1b, buttcover plate 5 and connecting plate 3 splice, and fixed with fastener 4, i.e. realization purlin
The fixation of frame unit 2 and wall unit 1.
To realize that more using effects, above scheme can also add as follows:
In conjunction with Fig. 2, wall unit 1 includes wall 11, web and wing plate, and wing plate is set to web end, forms wall unit 1
Inner support, wall 11 are made of the concrete being filled between inner support.
As a kind of preferred case, above scheme can also be further arranged: web includes web 1 and web two
15, web 1 is mutually perpendicular to and intersects with web 2 15；Wing plate includes wing plate 1 and wing plate 2 16, and wing plate 1 is at least
Two, and the both ends of web 1 are located at, and be also distributed in the outermost end of web 1；Wing plate 2 16 is located at web two
15 outermost end (i.e. lower end in Fig. 2).
As a kind of preferred case, above scheme can also be further arranged: tie-rod 1 is arranged in one 12 outside of web,
Tie-rod 1 is parallel with web 1, to realize the outside-supporting of web 1；Tie-rod 2 17, tie-rod is arranged in 2 15 outside of web
2 17 is parallel with web 2 15, to realize the outside-supporting of web 2 15.Wall unit 1 is the main carrying of longitudinal bracing, web
One 12, tie-rod 1 and wing plate 1 and web 2 15, tie-rod 2 17 and wing plate 2 16 constitute the inner support of wall unit 1,
Casting concrete in the inner support, and solidify and form wall 11, wall 11 and inner support form one, with the wall unit of the structure
1 replaces common steel column, bearing power increase, and fire protecting performance also substantially enhances；Meanwhile tie-rod 1 and web 1, wing plate
1 and the position of web 2 15 and tie-rod 2 17, wing plate 2 16 be arranged, the rigidity in 11 face of wall is very big, can make up
The problem of staggered truss both direction rigidity differs greatly make being greatly improved around strong axis bending stiffness for wall unit 1, structure
Longitudinal anti-side rigidity is greatly improved, and cross-longitudinal rigidity of structure entirety tends to be balanced.
To realize that more using effects, above scheme can also add as follows:
In conjunction with Fig. 1, truss element 2 is including two roof beams structure 21 and several vertical bars 22 being set between roof beam structure 21 and tiltedly
Bar 23, two roof beams structure 21 are arranged in parallel, and vertical bar 22 is connected between two roof beams structure 21, and brace 23 is obliquely installed in roof beam structure 21 and erects
Between bar 22, and fixed between brace 23 and roof beam structure 21 with connecing block.
As a kind of preferred case, above scheme can also further be arranged on connect block 24 and under connect block 25: vertical bar 22
It is directly anchored between two roof beams structure 21, or connects block 24 above and be attached with roof beam structure 21；Brace 23 is obliquely installed, and is passed through
Under connect block 25 and connect with the roof beam structure 21 of lower section, the roof beam structure by above connecing block and top connects.Between the internal structure of truss element 2
Mostly using direct fixed form, i.e., plurality of rods part and roof beam structure is directly fixed, the advantage of this mode is install convenient, however
Defect is also apparent from: the rigidity between rod piece and roof beam structure is excessive, and stress is easy to break；The application is in vertical bar 22 and roof beam structure 21, brace 23
It is attached between roof beam structure 21 or even 21 three of brace 23, vertical bar 22 and roof beam structure with connecing block (above connect block 24, under connect block 25),
Mutual rigid connection is avoided, the presence for connecing block provides cushion space for it, to effectively increase truss element 2
Harmony in transverse direction.
To realize that more using effects, above scheme can also add as follows: in conjunction with Fig. 3 and Fig. 4, connection
3 side of plate extends into wall unit 1, and the other side is prominent outside wall unit 1, and buttcover plate 5 passes through fastener 4 for truss element 2
It is fixed on prominent connecting plate 3 outside.It is furthermore preferred that fastener 4 is bolt arrangement, the wall that the application uses concrete to be formed
Body 11 and web 12, wing plate 13 constitute combined shear wall construction, instead of common steel structure column, mating connection plate 3 and truss list
Member 2 constitutes the connecting node of full bolt arrangement, and power transmission is clear, and realizes the harmony of dynamics in longitudinal and transverse two directions, and structure
It makes simply, easy to operate, connection is simple and fast, securely and reliably, complete assembled in situization construction may be implemented.
To realize that more using effects, above scheme can also add as follows: truss element 2 and wall unit
Multiple combinations mode can be used between 1, according to the difference of use environment, the mode of the following two kinds most convenient can be used:
Mode one: in conjunction with Fig. 5, trussing includes several pairs of wall units 1 and several truss elements 2, and truss element 2 is set
It is placed between the wall unit 1 of odd number, is not provided with truss element between even-even wall unit, it is flat which constitutes odd-level
The trussing in face.Specifically, it is two rows of that A, B is arranged in wall unit 1, and A row has nine, including A1, A2, A3, A4, A5, A6, A7,
A8,A9；B row is also correspondingly arranged on nine.Truss element 2 be set to A1, A3, A5, A7, A9 and B arrange corresponding wall unit 1 it
Between, A2, A4, A6, A8 and B are arranged and are then not provided with truss element between corresponding wall unit 1.Mode two: in conjunction with Fig. 6, truss system
System 2 includes that several pairs of wall units 1 and several truss elements 2, truss element 2 are set between the wall unit 1 of even-even, odd number
It is not provided with truss element between wall unit, which constitutes the trussing of even number layer plane.Specifically, wall unit
1 setting A, B is two rows of, and A row has nine, including A1, A2, A3, A4, A5, A6, A7, A8, A9；B row is also correspondingly arranged on nine.Purlin
Frame unit 2 is set to A2, A4, A6, A8 and B and arranges between corresponding wall unit 1, and A1, A3, A5, A7, A9 and B row are corresponding
Truss element is then not provided between wall unit 1.The application is applied to trussing, alternative existing steel column is connect with truss
Mode forms the staggered truss unit of vertical, horizontal stress equalization between truss element 2 and wall unit 1.
Claims (10)
1. a kind of novel staggered truss structure, it is characterised in that: including wall unit and truss element, truss element is fixed on two
Between wall unit, the wall unit is the T-type structure being made of body terminal and connecting pin, and connecting pin is located in the middle part of body terminal, and
Connect with truss element, and it is provided with connecting plate towards the side of truss element, truss element towards connecting pin side then
Buttcover plate is set, and buttcover plate and connecting plate splice, and are fixed with fastener, that is, realize the fixation of truss element and wall unit.
2. a kind of novel staggered truss structure as described in claim 1, it is characterised in that: the wall unit includes wall, abdomen
Plate and wing plate, the wing plate are set to web end, form the inner support of wall unit, wall is by being filled between inner support
Concrete is constituted.
3. a kind of novel staggered truss structure as claimed in claim 2, it is characterised in that: the web includes web one and abdomen
Plate two, web one are mutually perpendicular to and intersect with web two；Wing plate includes wing plate one and wing plate two, wing plate one at least there are two, and
The both ends of web one are located at, wing plate two is located at two outer end of web.
4. a kind of novel staggered truss structure as claimed in claim 2, it is characterised in that: tie-rod is arranged in the web outside,
Tie-rod is parallel with web, to realize the outside-supporting of web.
5. a kind of novel staggered truss structure as described in claim 1, it is characterised in that: the truss element includes two beams
Frame and several vertical bars and brace being set between roof beam structure, two roof beams structure are arranged in parallel, vertical bar be connected to two roof beams structure it
Between, brace is obliquely installed between roof beam structure and vertical bar, and is fixed between the brace and roof beam structure with connecing block.
6. a kind of novel staggered truss structure as claimed in claim 5, it is characterised in that: to connect between the vertical bar and roof beam structure
Block is fixed.
7. such as a kind of novel staggered truss structure described in claim 5 or 6, it is characterised in that: the vertical bar is directly and roof beam structure
Connection, or connect by connecing block with roof beam structure.
8. a kind of novel staggered truss structure as described in claim 1, it is characterised in that: the connecting plate side extends into wall
In unit, the other side is prominent outside wall unit, and buttcover plate is to pass through fastener truss element is fixed on prominent connection outside
On plate.
9. a kind of novel staggered truss structure as claimed in claim 1 or 8, it is characterised in that: the fastener is bolt
Structure.
10. a kind of novel staggered truss structure as described in claim 1, it is characterised in that: the wall unit include it is several right,
Truss element includes several, and truss element is arranged between the wall unit of odd number, is not provided with truss between even-even wall unit
Unit, the truss element constitute the trussing of odd number layer plane；Alternatively, the wall unit includes several right, truss element packet
Several are included, truss element is set between the wall unit of even-even, truss element, truss system are not provided between odd number wall unit
System constitutes the trussing of even number layer plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820930309.4U CN208633271U (en) | 2018-06-15 | 2018-06-15 | A kind of novel staggered truss structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820930309.4U CN208633271U (en) | 2018-06-15 | 2018-06-15 | A kind of novel staggered truss structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208633271U true CN208633271U (en) | 2019-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820930309.4U Active CN208633271U (en) | 2018-06-15 | 2018-06-15 | A kind of novel staggered truss structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208633271U (en) |
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2018
- 2018-06-15 CN CN201820930309.4U patent/CN208633271U/en active Active
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Assignee: Qinhuangdao Seiko Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000017 Denomination of utility model: Novel crisscross truss structure Granted publication date: 20190322 License type: Common License Record date: 20190917 Assignee: Dongyue Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000016 Denomination of utility model: Novel crisscross truss structure Granted publication date: 20190322 License type: Common License Record date: 20190917 |
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Assignee: Henan Green Building Technology Development Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000015 Denomination of utility model: Novel crisscross truss structure Granted publication date: 20190322 License type: Common License Record date: 20190919 |
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Assignee: Anhui changgu New Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000055 Denomination of utility model: A new type of staggered truss structure Granted publication date: 20190322 License type: Common License Record date: 20200806 |
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Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: A new type of staggered truss structure Granted publication date: 20190322 License type: Common License Record date: 20230113 |
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Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: A New Type of Staggered Truss Structure Granted publication date: 20190322 License type: Common License Record date: 20230413 |
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