CN207260325U - A kind of modular architectural connection structure - Google Patents
A kind of modular architectural connection structure Download PDFInfo
- Publication number
- CN207260325U CN207260325U CN201721106965.4U CN201721106965U CN207260325U CN 207260325 U CN207260325 U CN 207260325U CN 201721106965 U CN201721106965 U CN 201721106965U CN 207260325 U CN207260325 U CN 207260325U
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- steel
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- hole
- joint face
- connection
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Abstract
A kind of modular architectural connection structure, comprising：Multiple steel columns, multiple girder steels, multiple angle cleats, multiple fastening assemblies are separately positioned in steel column connecting hole and Bolted angle connection hole, and are separately positioned in girder steel connecting hole and Bolted angle connection hole, and steel column and girder steel are fixed for being connected angle steel.The utility model measures, from the influence of structural system installation accuracy not against field worker measuring tape, without welding, without special mounting instrument, and construction method is easy, installation quality in installation process is controllable, and bonding strength is high, and installation accuracy is high, easy to the maintenance and dismounting in later stage, facilitate the later stage of column beam to recycle, while surmounted the existing connection mode of in the market comprehensively saving installation cost, improving site operation efficiency etc., there is unique superiority.
Description
Technical field
It the utility model is related to a kind of modular architectural connection structure, more particularly to a kind of building connection of steel structure modularization
Structure.
Background technology
Country widelys popularize prefabrication at present, and steel structure modularization builds one kind as assembled architecture,
In the connection mode of main body Steel section member it is particularly important that.Currently used connection mode mainly has riveting, welds, is bolted
Three major types；By the size of measuring tape measurement steel member, when installation can not ensure the connection precision of beam column component at scene；In addition, type
The component in steel section usually requires in addition to set connecting plate to be used for site welding or be bolted in junction, makes at node
It is larger with limitation, and process is cumbersome when installing, and need to the artificial company's of determining knothole position.
Utility model content
The utility model provides a kind of modular architectural connection structure, not against the measurement of field worker measuring tape, from structure
The influence of system installation accuracy, without welding, without special mounting instrument, and construction method is easy, the installation in installation process
Quality controllable, bonding strength is high, and installation accuracy is high, easy to the maintenance and dismounting in later stage, facilitates the later stage of column beam to recycle,
The existing connection mode of in the market is surmounted comprehensively in saving installation cost, raising site operation efficiency etc. at the same time, has had
Unique superiority.
In order to achieve the above object, the utility model provides a kind of modular architectural connection structure, comprising：
Multiple steel columns, have multiple steel column connecting holes on its each face；
Multiple girder steels, have multiple girder steel connecting holes on its each face；
Multiple angle cleats, each angle cleat include the first joint face and the second joint face, which is used for
Steel column is connected, which is used to connect girder steel, and multiple angles are respectively provided with first joint face and the second joint face
Steel connecting hole；
Multiple fastening assemblies, it is separately positioned in steel column connecting hole and Bolted angle connection hole, and is separately positioned on girder steel
In connecting hole and Bolted angle connection hole, steel column and girder steel are fixed for being connected angle steel.
Steel column connecting hole on the position and steel column in the Bolted angle connection hole on the first joint face of the angle cleat
Position, which corresponds, to be matched, the girder steel on the position and girder steel in the Bolted angle connection hole on the second joint face of the angle cleat
The position of connecting hole corresponds matching.
The fastening assembly includes：
Riveting nut, it is fixed in steel column connecting hole and girder steel connecting hole；
Bolt is connected, it passes through Bolted angle connection hole and riveting nut on angle cleat）It is fixedly connected.
The connection outer diameter of bolt is matched with the internal diameter size of riveting nut, connect the outer diameter of bolt with
The internal diameter size matching in the Bolted angle connection hole on angle cleat.
The modular architectural connection structure also includes：Reinforcing plate, itself and the first joint face of angle cleat and second
Joint face is fixedly connected.
There is preset holes, the support system for connecting building in the reinforcing plate.
The utility model by steel column beam modulus melt hole, by the preassembled technology of riveting nut, lead to
Cross and be bolted steel column and girder steel, measured not against field worker measuring tape, from the influence of structural system installation accuracy, without weldering
Connect, without special mounting instrument, and construction method is easy, the installation quality in installation process is controllable, and bonding strength is high, installation essence
Degree is high, easy to the maintenance and dismounting in later stage, facilitates the later stage of column beam to recycle, while is saving installation cost, improving now
Field construction efficiency etc. has surmounted the existing connection mode of in the market comprehensively, has unique superiority.
Brief description of the drawings
Fig. 1 is the structure diagram of girder steel and steel column.
Fig. 2 is the schematic diagram of modular architectural connection structure provided by the utility model.
Embodiment
The preferred embodiment of the utility model is illustrated below according to Fig. 1 and Fig. 2.
As depicted in figs. 1 and 2, the utility model provides a kind of modular architectural connection structure, comprising：
Multiple steel columns 1, have multiple steel column connecting holes 11 on its each face；
Multiple girder steels 2, have multiple girder steel connecting holes 12 on its each face；
Multiple angle cleats 4, each angle cleat 4 include the first joint face 41 and the second joint face 42, first connection
Face 41 is used to connect steel column 1, which is used to connect girder steel 2, first joint face 41 and the second joint face
Multiple Bolted angle connection holes are respectively provided with 42；
Multiple fastening assemblies, it is separately positioned in steel column connecting hole 11 and Bolted angle connection hole, and is separately positioned on steel
In beam connecting hole 12 and Bolted angle connection hole, steel column 1 and girder steel 2 are fixed for being connected angle steel 4.
Further, the fastening assembly includes：
Riveting nut 3, it is fixed in steel column connecting hole 11 and girder steel connecting hole 12；
Bolt 6 is connected, it is fixedly connected through the Bolted angle connection hole on angle cleat 4 with riveting nut 3.
Further, the modular architectural connection structure also includes：
Reinforcing plate 5, it is fixedly connected with the first joint face 41 of angle cleat 4 and the second joint face 42.
There is preset holes 51, the support system for connecting building in the reinforcing plate 5.
In order to preferably implement the utility model, the connecting hole on steel column 1, girder steel 2 and angle cleat 4 to be done specifically
Ask, the position in the Bolted angle connection hole on the first joint face 41 of the angle cleat 4 should be with the steel column connecting hole on steel column 1
11 position corresponds matching, and the position in the Bolted angle connection hole on the second joint face 42 of the angle cleat 4 should be with
The position of girder steel connecting hole 12 on girder steel 2, which corresponds, to be matched, the internal diameter size in Bolted angle connection hole and connection on angle cleat 4
The outer diameter matching of bolt 6, the internal diameter size of riveting nut 3 are matched with being connected the outer diameter of bolt 6.
As shown in Figure 1, in one embodiment of the utility model, the connecting node portion of welded square tube steel column 1 and girder steel 2
Modulus spacing perforate, the spacing of steel column connecting hole 11 are pressed by a kind of building module high accuracy pre-punched hole device in advance in factory in position
The modularization perforate spacing being equal on the first joint face 41 of angle cleat 4, the spacing of girder steel connecting hole 12 are equal to connection
The pore size of modularization perforate spacing on second joint face 42 of angle steel 4, steel column connecting hole 11 and girder steel connecting hole 12 with
The outside diameter of stainless steel riveting nut 3 matches, and the welded square tube steel column 1 and girder steel 2 that batch preformed open-cell is completed are in factory with pneumatically
Nut riveter unifies field riveting nut 3, and a riveting nut is respectively mounted on each steel column connecting hole 11 and girder steel connecting hole 12
3。
As shown in Fig. 2, angle cleat 4 is applied to the connection corner of steel column 1 and girder steel 2, the aperture on angle cleat 4 is big
Small matching connection bolt 6, multiple connection bolts 6 pass through the first joint face 41 of angle cleat 4 with being riveted on welded square tube steel column 1
On stainless steel riveting nut 3 tighten fixation；Multiple connection bolts 6 of opposite side pass through the second joint face 42 of angle cleat 4
Fixation is tightened with the stainless steel riveting nut 3 being riveted on welded square tube girder steel 2, makes steel column 1 and girder steel 2 company of fastening in vertical direction
Connect to form frame system, form the connecting node of an absolute rigidity.In addition, the reinforcing plate 5 for being welded on 4 center of angle cleat is made
For the stiffener plate of nodes domains, the circular hole in reinforcing plate 5 can be used for the support system of link block building wall and roofing, can be
A most direct effective force path is formed in integral frame structure.
Alternatively, steel column connecting hole 11 and girder steel connecting hole 12 are dimensioned to diameter 15mm.Riveting nut 3 uses
The interior S304 stainless steel nuts through for 12mm.Bolted angle connection hole on angle cleat 4 is dimensioned to diameter 13.5mm.Connection
Bolt 6 uses specification to connect bolt for the turret head of M12X30.
The utility model by steel column beam modulus melt hole, by the preassembled technology of riveting nut, lead to
Cross and be bolted steel column and girder steel, measured not against field worker measuring tape, from the influence of structural system installation accuracy, without weldering
Connect, without special mounting instrument, and construction method is easy, the installation quality in installation process is controllable, and bonding strength is high, installation essence
Degree is high, easy to the maintenance and dismounting in later stage, facilitates the later stage of column beam to recycle, while is saving installation cost, improving now
Field construction efficiency etc. has surmounted the existing connection mode of in the market comprehensively, has unique superiority.
Although the content of the utility model is discussed in detail by above preferred embodiment, but it should be appreciated that on
The description stated is not considered as the limitation to the utility model.After those skilled in the art have read the above, for
A variety of modifications and substitutions of the utility model all will be apparent.Therefore, the scope of protection of the utility model should be by appended
Claim limit.
Claims (6)
1. a kind of modular architectural connection structure, it is characterised in that include：
Multiple steel columns（1）, there are multiple steel column connecting holes on its each face（11）；
Multiple girder steels（2）, there are multiple girder steel connecting holes on its each face（12）；
Multiple angle cleats（4）, each angle cleat（4）Include the first joint face（41）With the second joint face（42）, this first
Joint face（41）For connecting steel column（1）, second joint face（42）For connecting girder steel（2）, first joint face
（41）With the second joint face（42）On be respectively provided with multiple Bolted angle connection holes；
Multiple fastening assemblies, it is separately positioned on steel column connecting hole（11）In Bolted angle connection hole, and it is separately positioned on girder steel
Connecting hole（12）In Bolted angle connection hole, for the angle steel that is connected（4）To fix steel column（1）And girder steel（2）.
2. modular architectural connection structure as claimed in claim 1, it is characterised in that the angle cleat（4）First
Joint face（41）On Bolted angle connection hole position and steel column（1）On steel column connecting hole（11）Position correspond matching,
The angle cleat（4）The second joint face（42）On Bolted angle connection hole position and girder steel（2）On girder steel connecting hole
（12）Position correspond matching.
3. modular architectural connection structure as claimed in claim 1, it is characterised in that the fastening assembly includes：
Riveting nut（3）, it is fixed at steel column connecting hole（11）With girder steel connecting hole（12）It is interior；
Connect bolt（6）, it passes through angle cleat（4）On Bolted angle connection hole and riveting nut（3）It is fixedly connected.
4. modular architectural connection structure as claimed in claim 3, it is characterised in that the connection bolt（6）Outside diameter
Size and riveting nut（3）Internal diameter size matching, connect bolt（6）Outer diameter and angle cleat（4）On angle steel connect
Connect the internal diameter size matching in hole.
5. the modular architectural connection structure as described in any one in claim 1-4, it is characterised in that the modularization
Building connection structure also includes：Reinforcing plate（5）, itself and angle cleat（4）The first joint face（41）With the second joint face（42）
It is fixedly connected.
6. modular architectural connection structure as claimed in claim 5, it is characterised in that the reinforcing plate（5）It is upper to have in advance
Put hole（51）, the support system for connecting building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106965.4U CN207260325U (en) | 2017-08-31 | 2017-08-31 | A kind of modular architectural connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721106965.4U CN207260325U (en) | 2017-08-31 | 2017-08-31 | A kind of modular architectural connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207260325U true CN207260325U (en) | 2018-04-20 |
Family
ID=61923070
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721106965.4U Expired - Fee Related CN207260325U (en) | 2017-08-31 | 2017-08-31 | A kind of modular architectural connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207260325U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503437A (en) * | 2017-08-31 | 2017-12-22 | 美联钢结构建筑系统(上海)股份有限公司 | A kind of modular architectural attachment structure |
| CN110777936A (en) * | 2019-11-22 | 2020-02-11 | 东华理工大学 | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam |
| CN112878737A (en) * | 2021-01-19 | 2021-06-01 | 华北水利水电大学 | Positioning structure and connecting structure for modular building and installation method of positioning structure and connecting structure |
-
2017
- 2017-08-31 CN CN201721106965.4U patent/CN207260325U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107503437A (en) * | 2017-08-31 | 2017-12-22 | 美联钢结构建筑系统(上海)股份有限公司 | A kind of modular architectural attachment structure |
| CN110777936A (en) * | 2019-11-22 | 2020-02-11 | 东华理工大学 | Connecting structure and mounting method of box steel column and unequal-height I-shaped steel beam |
| CN112878737A (en) * | 2021-01-19 | 2021-06-01 | 华北水利水电大学 | Positioning structure and connecting structure for modular building and installation method of positioning structure and connecting structure |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180420 Termination date: 20200831 |
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| CF01 | Termination of patent right due to non-payment of annual fee |