CN207314519U - A kind of joggle beam structural system for assembled architecture - Google Patents
A kind of joggle beam structural system for assembled architecture Download PDFInfo
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- CN207314519U CN207314519U CN201720576919.4U CN201720576919U CN207314519U CN 207314519 U CN207314519 U CN 207314519U CN 201720576919 U CN201720576919 U CN 201720576919U CN 207314519 U CN207314519 U CN 207314519U
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Abstract
It the utility model is related to technical field of buildings, refer in particular to a kind of joggle beam structural system for assembled architecture, include two component groups, the component groups are made of component (16) and connector (19), connected between the component (16) by connector (19), the component (16) includes first component (1), second component (2), 3rd component (3) and the 4th component (4), 4th component (4) section point (6) place respectively with first component (1), second component (2) connects, and with the 3rd component (3) vertical connection；The elementary cell of triangle is formed after the first component (1), second component (2) and the connection of the 3rd component (3).The utility model is according to the characteristic of strut and tie, all components can become the component of compression or tension, total is set to be in a stable state, different building elements becomes the primary structure member of building, first component groups and second component group are connected side by side in a manner of joggle beam, first component groups and second component groups is mutually undertaken load.
Description
Technical field
Technical field of buildings is the utility model is related to, refers in particular to a kind of joggle beam structural system for assembled architecture.
Background technology
In the building of the prior art, especially in house architectural structure system, mostly important building primary structure member is just
It is beam and column, typically erects frame using building elements such as beam and columns, is then reinforced in casting cement etc., all buildings
Component is all independently to undertake load, once as soon as a component goes wrong, dominoes occurs in whole building system
Effect, all can one and then one fall down.
And it is growing with Building technology, some buildings employ new steel structure system, by the use of light-gauge steel section as
Main primary structure member, but light-gauge steel section can not independently undertake load, if light-gauge steel section is assembled in one with different structures
Rise, enable to each component to become primary structure member.But some shortcomings exist in the prior art, and first, if by thin wall type
Steel member is directly welded on steel framework flange of beam face, and not only easily thin-wall steel components can be burnt, and is also easy to make light-gauge steel section
Component modification；Second, according to the needs of building, it is possible to need to carry out the assembling in house on roof or high-altitude.
A kind of assembled light steel house is disclosed in the application for a patent for invention that number of patent application is 201610580522.2
Building system, the combination column in the application for a patent for invention are fixedly connected by beam column T-section point with crossbeam, and one end of cant beam leads to
Cross the oblique node of beam column to be fixedly connected with combining column, the other end is fixed by one end of the oblique nodes of Liang Liang and another cant beam to be connected
Connect, beam, column are the cold-formed thin-walled C steel that two back-to-back modes of use are fixedly connected.
But the building system disclosed in application for a patent for invention is only used for the building of house, it is impossible to the structural system
Building for high-altitude is only used for, meanwhile, which must be provided with backing plate or stiffener to add in the position of each node
Bonding strength at big node, therefore the manpower and materials that must also increase during production assembling are come to backing plate or stiffener
Cut, meanwhile, with the cold-formed thin-walled C steel bending resistance described in documents, there are unreasonable ground in Architectural Mechanics
Side, each moment connections are required for the exigent node connection of use quality.
The content of the invention
The goal of the invention of the utility model is：In order to solve cannot only be built in high-altitude in the presence of the prior art,
New structural system can be used in different buildings and when assembling backing plate or stiffener must be used to strengthen node
Before the connection at place the problem of intensity, the utility model provides a kind of joggle beam structural system for assembled architecture.
The utility model is in order to solve the problems of in the prior art, just the technical solution used is as follows：
A kind of joggle beam structural system for assembled architecture, includes component groups, the component groups are by elementary cell ring
Shape is formed by connecting, and the elementary cell is made of component and connector, is connected between the component by connector, the component
Include first component, second component, the 3rd component and the 4th component, the left end of the first component is at first node with the
The left end connection of three components, the right end of first component connect at section point with the left end of second component, the right side of the 3rd component
Hold at the 3rd node and the right end of second component connect, the 4th component at section point respectively with first component, the
Two components connect, and with the 3rd component vertical connection；Triangle is formed after the first component, second component and the connection of the 3rd component
The elementary cell of shape；The joggle beam structural system includes first component group and second component group, the first component group and
Second component group connects side by side.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, described the
One component is connected with the 3rd component at first node by the first connector, and the first component is with second component in the second section
Connected at point by the second connector, the second component is connected with the 3rd component at the 3rd node by the 3rd connector.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, the company
Fitting is the connector that the first steel plate and the second steel plate splicing form, and the angle of first steel plate and the second steel plate is
90°。
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, described the
One steel plate is connected with the edge of a wing of the component, and second steel plate is connected with the web of the component.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, the company
The junction of fitting and web is additionally provided with the 5th component, and two side wing edges of the 5th component pass through angle steel and the connector
Connection.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, the structure
Through hole is both provided with part, is bolted between the component.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, the company
Through hole is both provided with fitting, is bolted between the connector and the component.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, described the
The left end of one component is also connected by the 4th connector with basis.
It is used to a kind of of the technical solution of the joggle beam structural system of assembled architecture as the utility model improve, the base
Embedded board is provided with plinth, pre embedded bolt is provided with the embedded board.
The beneficial effects of the utility model are：
Triangular shape after the component groups of the utility model connect first component, second component and the 3rd component, forms
One stable structure, the 4th component are connected with first component, second component respectively by section point, and perpendicular to the 3rd structure
Part, according to the characteristic of strut and tie, all components can become the component of compression or tension, total is in a stabilization
State, different building elements become building primary structure member.
In the utility model, building system component uses tension and compression bar type structure, is rational in Architectural Mechanics, with letter
Single strut and tie connecting node, and remove the very high single bone of replacement quality requirement with thin-wall steel components and simple tapping screw
Frame node connects, and has not only disperseed component and connecting node failure risk, but also due to reducing component and node type quantity,
Make engineering design and construction more simple, reduce the possibility of error.
Meanwhile structure based on component groups, the foundation structure is connected in an annular fashion, is made whole
The primary structure member that all components in structural system all become, meanwhile, be provided with second component groups, with first component groups with
The mode of joggle beam connects side by side, first component groups and second component groups is mutually undertaken load.Made with light-gauge steel section
Mainly have two for the structural system feature of primary structure member, first is that load is shared, all components be all under construction by
Power component, integrally undertakes load, even if some component is deformed or even is broken, it can not undertake load, and during this time,
In whole new steel structure system, other components can disperse the load that the component of the deformation or fracture should undertake to hold
Load, makes the stability of whole new steel structure system unaffected, building collapsing will not occur easily.
The joggle beam structural system that the utility model is used for assembled architecture is a kind of to the new of conventional building construction system
Improve, due to that when building is assembled, production component can be needed previously according to building, manufactured according to required size
Go out component, component conveying to erecting yard is carried out component assembling, assembler people can assemble in erecting yard, not only in not shadow
The efficiency of assembly work is improved on the premise of ringing assembling quality, moreover it is possible to it is convenient to construct in high-altitude, assembling can be ensured to greatest extent
The safety of workpeople, can realize that intense industrialization produces.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model first component group.
Fig. 2 is the structure diagram of the utility model second component group.
Fig. 3 is the structure diagram that the utility model first component group and second component group combine.
Fig. 4 is the top view of Fig. 3.
Fig. 5 is the left view of Fig. 3.
Fig. 6 is the enlarged drawing of the utility model odd node.
Fig. 7 is the structure diagram of the utility model component.
Fig. 8 is the structure diagram of the utility model connector.
Fig. 9 is the top view of the utility model connector.
Figure 10 is the structure diagram of the utility model corner brace.
Figure 11 is the structure diagram of the utility model first embodiment.
Figure 12 is the Section A-A figure of the odd node of Figure 11.
Figure 13 is the section B-B figure of the even-numbered nodes of Figure 11.
Figure 14 is the structure diagram of the utility model second embodiment.
Embodiment
The utility model will be further described below with reference to the accompanying drawings.
As shown in figures 1 to 6, a kind of joggle beam structural system for assembled architecture, includes component groups, the joggle beam knot
Structure system includes first component group 24 and second component group 25, the node of first component group 24 and the node of second component group 25
Alternate setting, i.e., in joggle beam structural system, in a-th of node using the component of first component group as main bearing member, and
The a+1 node, then using the component of second component group as main bearing member, the first component group 24 and second component group 25
Connection side by side, makes first component group 24 and second component group 25 mutually undertake load.
The component groups are formed by connecting by elementary cell annular, and the elementary cell is made of component 16 and connector 19,
The component 16 includes first component 1, second component 2, the 3rd component 3 and the 4th component 4, the left end of the first component 1
Left end with the 3rd component 3 at first node 5 is connected, the right end of first component 1 at section point 6 with second component 2
Left end connects, and the right end of the 3rd component 3 is connected at the 3rd node 7 with the right end of second component 2, the first component 1, second
The elementary cell of triangle is formed after the connection of 2 and the 3rd component 3 of component, particularly when first component 1 and the length of second component 2
In the case that degree is the same, it is in equilateral triangle shape after first component 1, the connection of 2 and the 3rd component 3 of second component, can strengthens whole
The stability of building structure.Be provided with the 4th component 4 at section point 6, the 4th component 4 respectively with first component 1,
Two components 2 are connected, and are stretched out at tie point to the 3rd component 3, and 3 vertical connection of the 3rd component, according to strut and tie
Characteristic, the component 16 in total system, which can become, to be pressurized or the component of tension, total is in a stabilization
State, being in the building element of diverse location becomes the primary structure member of the building.
Connected between the component 16 by connector 19；1 and the 3rd component 3 of first component is at first node 5
Being connected by the first connector 8, the first component 1 is connected with second component 2 at section point 6 by the second connector 9,
The second component 2 is connected with the 3rd component 3 at the 3rd node 7 by the 3rd connector 10.
The building that the utility model is suitable for the component of unlike material is built, such as light-gauge steel section, high-strength aluminum alloy or magnesium
The materials such as alloy, if using light-gauge steel section as component 16, by welding connect light-gauge steel section, easily component
16 burn or deform component 16, therefore through hole 17 is both provided with the component 16 and connector 19, the component 16 and component
Connected between 16, between component 16 and connector 19 by 17 bolt 18 of through hole.
It can also pass through the 4th connector in the position of any one node, the left end of first component 1 in the component groups
20 are connected with basis 21, and embedded board 22 is provided with described basic 21, pre embedded bolt 23 is provided with the embedded board 22, described
Pre embedded bolt 23 is arranged on four corners of the embedded board 22, can be by the setting of pre embedded bolt 23 and embedded board 22
Entirely it is used to assembled joggle beam structure with basis 21 be connected, whole joggle beam structural system can be made not only to be taken available for high-altitude
Build, can also be built since basis, the whole for completing building is built.
Since the component groups are formed by connecting by the elementary cell annular of multiple triangles, and first component group 24 and
Two component groups 25 are connected side by side in a manner of joggle beam, the second component group 25 and first component group 24 by connector simultaneously
Row connection.And so on, according to the needs of building, by taking first component group 24 as an example, the elementary cell of multiple triangles
Annular connection, the 3rd node 7 and the first node 5 of second elementary cell of first elementary cell coincide, and first is basic
The 3rd component 3 in unit is then connected side by side with the first component 1 of second component group 25, the first component 1 of second component group 25
Load is undertaken for position of the first component group 24 at the 3rd node 7, according to the characteristic of joggle beam structure, in first component group 24
The weaker place of stress, is its shared load with second component group 25, then according to the different length and component of component 16
The difference of 16 angle in assembling, assembling are built into the building of different height and different in width.
As is seen in figs 7-10, the connector 19 is the connector that the first steel plate 11 and the second steel plate 12 are spliced,
And the angle of 11 and second steel plate 12 of the first steel plate is 90 °；The edge of a wing 12 of first steel plate 11 and the component 16 connects
Connect, second steel plate 14 is connected with the web 13 of the component 16.The junction of the connector 19 and web 13 is also set up
There is the 5th component 26, two side wing edges 12 of the 5th component 26 are connected with the connector 19 by angle steel 15, make entirely to build
Building structure according to the needs of building, can build the building of different length from front to back.
Since the first component group 24 and second component group 25 connect side by side, when the component 16 of first component group 24 and
After the component 16 of two component groups 25 is placed side by side, in the position of odd node, the first steel plate 11 of the connector 19 and institute
12 bolt 18 of left wing's edge for stating the component 16 of first component group 24 connects；In the position of even-numbered nodes, the of the connector 19
The right flank edge 12 of two steel plates 14 and the component 16 of the second component group 25 is bolted.
The assembly parts such as component 16 described in the utility model, connector 19, angle steel 15, embedded board 22, pre embedded bolt 23 are equal
Size, angle and length can be determined according to the needs of building, when building assembles, only need when production
The worker to be assembled fills component 16, connector 19, angle steel 15, embedded board 22, pre embedded bolt 23 etc. using common compact electric drill
Connected with thing bolt 18, complete the program of building.
One embodiment
As shown in figure 11, the top of bridge or building is assembled using the utility model, when client determines designing scheme
Afterwards, designing scheme is drawn with design drawing, and determines the size of building, then produce component, company in factory modularization
The assemblages such as fitting, transport assemblage to erecting yard, and assemblage assembling is taken using common compact electric drill by assembler
Build, complete the program of building.
The utility model when in use, according to the needs of client, assembles an arc-shaped roof or bridge, room
On the basis of the place that top and bridge are connected with ground is fixed on building by embedded board, pre embedded bolt.
As shown in Figure 12,13, it is described since the first steel plate 11 of the connector 19 is connected with the edge of a wing of the component 16
Second steel plate 14 of connector 19 is connected with the web 13 of the component 16, when building, the of same node location
After one component groups 24 and the second light component groups 25 are placed side by side, make the left wing of the first steel plate 11 and the component 16 of first component group 24
Edge 12 or the right flank edge 12 of second component group 25 connect, the second steel plate 14 web 13 with the component 16 of first component group 24 respectively
And the web 13 of the component 16 of second component group 25 connects.
Second embodiment
As shown in figure 14, vestibule, the component by the utility model of the vestibule and connection are assembled using the utility model
Part surrounds the vestibule body of a round shape, and the vestibule body lower parallel in the place on ground be provided with can pedestrian it is logical
Road, the stair that can enter the vestibule are provided with the both sides of the passage.
Claims (9)
- A kind of 1. joggle beam structural system for assembled architecture, it is characterised in that：Include component groups, the component groups are by base This unit annular is formed by connecting, and the elementary cell is by component（16）And connector（19）Composition, the component（16）Between lead to Cross connector（19）Connection, the component（16）Include first component（1）, second component（2）, the 3rd component（3）With the 4th Component（4）, the first component（1）Left end in first node（5）Place and the 3rd component（3）Left end connection, first component （1）Right end in section point（6）Place and second component（2）Left end connection, the 3rd component（3）Right end in the 3rd node （7）Place and second component（2）Right end connection, the 4th component（4）In section point（6）Place respectively with first component（1）、 Second component（2）Connection, and with the 3rd component（3）Vertical connection；The first component（1）, second component（2）With the 3rd component （3）The elementary cell of triangle is formed after connection；The joggle beam structural system includes first component group（24）With the second structure Part group（25）, the first component group（24）With second component group（25）Connection side by side.
- 2. the joggle beam structural system according to claim 1 for assembled architecture, it is characterised in that：The first component （1）With the 3rd component（3）In first node（5）Place passes through the first connector（8）Connection, the first component（1）With the second structure Part（2）In section point（6）Place passes through the second connector（9）Connection, the second component（2）With the 3rd component（3）The 3rd Node（7）Place passes through the 3rd connector（10）Connection.
- 3. the joggle beam structural system according to claim 1 or 2 for assembled architecture, it is characterised in that：The connection Part（19）It is the first steel plate（11）With the second steel plate（14）The connector being spliced, and first steel plate（11）With second Steel plate（14）Angle be 90 °.
- 4. the joggle beam structural system according to claim 3 for assembled architecture, it is characterised in that：First steel plate （11）With the component（16）The edge of a wing（12）Connection, second steel plate（14）With the component（16）Web（13）Even Connect.
- 5. the joggle beam structural system according to claim 4 for assembled architecture, it is characterised in that：The connector （19）With web（13）Junction be additionally provided with the 5th component（26）, the 5th component（26）Two side wing edges（12）Pass through Angle steel（15）With the connector（19）Connection.
- 6. according to the joggle beam structural system for assembled architecture described in 1,2,4,5 any one of claim, its feature exists In：The component（16）On be both provided with through hole（17）, the component（16）Between pass through bolt（18）Connection.
- 7. according to the joggle beam structural system for assembled architecture described in 1,2,5 any one of claim, it is characterised in that： The connector（19）On be both provided with through hole（17）, the connector（19）With the component（16）Between pass through bolt（18） Connection.
- 8. the joggle beam structural system according to claim 1 for assembled architecture, it is characterised in that：The first component （1）Left end also pass through the 4th connector（20）With basis（21）Connection.
- 9. the joggle beam structural system according to claim 8 for assembled architecture, it is characterised in that：The basis（21） On be provided with embedded board（22）, the embedded board（22）On be provided with pre embedded bolt（23）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720576919.4U CN207314519U (en) | 2017-05-23 | 2017-05-23 | A kind of joggle beam structural system for assembled architecture |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720576919.4U CN207314519U (en) | 2017-05-23 | 2017-05-23 | A kind of joggle beam structural system for assembled architecture |
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| CN207314519U true CN207314519U (en) | 2018-05-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100267A (en) * | 2017-05-23 | 2017-08-29 | 广州多米绿色建筑有限公司 | A kind of joggle beam structural system for assembled architecture |
-
2017
- 2017-05-23 CN CN201720576919.4U patent/CN207314519U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100267A (en) * | 2017-05-23 | 2017-08-29 | 广州多米绿色建筑有限公司 | A kind of joggle beam structural system for assembled architecture |
| CN107100267B (en) * | 2017-05-23 | 2024-06-04 | 科建设计(广州)有限公司 | A makeup girder structure system for assembled building |
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| TR01 | Transfer of patent right |
Effective date of registration: 20230613 Address after: Room 1109 and Room 1110, 11th floor, Building A, No. 190 Banhe Road, Huangpu District, Guangzhou City, Guangdong Province, 510000 Patentee after: Kejian Design (Guangzhou) Co.,Ltd. Address before: X3189, 3rd Floor, Management Committee Building, Jiuchong Section, Yuehai Avenue, Wanqingsha Town, Nansha District, Guangzhou City, Guangdong Province, 510000 (for office use only) Patentee before: GUANGZHOU DUOMI GREEN BUILDING CO.,LTD. |