CN108547467A - Container type house overhangs ruggedized construction - Google Patents
Container type house overhangs ruggedized construction Download PDFInfo
- Publication number
- CN108547467A CN108547467A CN201810234563.5A CN201810234563A CN108547467A CN 108547467 A CN108547467 A CN 108547467A CN 201810234563 A CN201810234563 A CN 201810234563A CN 108547467 A CN108547467 A CN 108547467A
- Authority
- CN
- China
- Prior art keywords
- container
- upper container
- crimping
- corner fittings
- bottom girder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to a kind of container type houses to overhang ruggedized construction, upper container corner fittings is set to upper container column bottom, upper container bottom girder is set to upper container corner fittings side, lower container corner fittings is set between lower container column top and upper container bottom girder, and lower container top beam is set to lower container corner fittings side and is set to upper container lower sill beam；It further includes the U-shaped reinforcing member of crimping, end plate and tapping screw；End plate side is set to the lower container corner fittings other side and is fixed by tapping screw, and the U-shaped reinforcing member one end of crimping is set to the end plate other side and is located at upper container bottom girder bottom, and the U-shaped reinforcing member of crimping is fixed by tapping screw and upper container bottom girder.The present invention can again reinforce after after container type house, installation is complete, can keep container type house processing, install convenient the advantages of.Scene is without welding, and reinforcing mode is flexible, using self drilling tapping screw operation easy to connect.
Description
Technical field
The present invention relates to a kind of building strengthening structure, specifically container type house overhangs ruggedized construction.
Background technology
In recent years, the construction of container type house has the industrialized feature such as quick, changeable, simple and direct, efficient and obtains
It is widely applied.In order to facilitate transport, container type house generally uses standard specification, the beam column of main load-bearing to use
Special-shaped light gauge cold-formed steel shape component is made, be integrated with floor, safeguard wallboard, hydroelectric line container type house skeleton be even more adopt
With standard size, the sectional dimension of beam column has the specification of standard.The section of these steel members is mostly by accurately calculating
It obtains, especially beam, bearing capacity affluence degree is simultaneously little.With the extensive use of container type house, build to packaging
The stacking form requirement of case is higher and higher, and the especially overhanging of container, the strength and stiffness of beam often limit cantilever span,
Influence architectural appearance.Therefore, the strength and stiffness for how increasing Cantilever Beams in the case where not changing single babinet beam section, make
The requirement that overhanging meets specification becomes critical issue.
Invention content
The present invention is directed to overcome the deficiencies of existing technologies, a kind of container type house overhanging ruggedized construction is provided, is solved
Beam intensity and the problem of insufficient rigidity when container overhangs.
In order to solve the above-mentioned technical problem, the invention is realized in this way：
A kind of container type house overhanging ruggedized construction, it includes lower container column, lower container corner fittings, lower container
Top beam, upper container column, upper container corner fittings and upper container bottom girder, the upper container corner fittings are set to upper-part centralized
Vanning column bottom, upper container bottom girder are set to upper container corner fittings side, and the lower container corner fittings is set to lower part collection
It cases between column top and upper container bottom girder, lower container top beam is set to lower container corner fittings side and is set to top
Container lower sill beam；It is characterized in that：It further includes the U-shaped reinforcing member of crimping, end plate and tapping screw；The end plate one
Side is set to the lower container corner fittings other side and is fixed by tapping screw, and described U-shaped reinforcing member one end of crimping is set to end plate
The other side is simultaneously located at upper container bottom girder bottom, and the U-shaped reinforcing member of crimping is fixed by tapping screw and upper container bottom girder.
The container type house overhangs ruggedized construction, it is characterised in that：The length of the U-shaped reinforcing member of crimping is equal to
Upper container cantilever span, the flange width of the U-shaped reinforcing member of crimping and the overall length of its both sides seam width are not more than top
The lower flange width of container bottom girder.
The container type house overhangs ruggedized construction, it is characterised in that：The thickness of the end plate is more U-shaped than crimping to be added
The big 2-4mm of thickness of firmware.
The container type house overhangs ruggedized construction, it is characterised in that：The U-shaped reinforcing member of crimping and end plate into
Three face weld all around of row.
The container type house overhangs ruggedized construction, it is characterised in that：The spacing of the tapping screw is not more than
200mm。
The beneficial effects of the invention are as follows：The U-shaped reinforcing member of crimping is connected together with bottom girder by self drilling tapping screw, is formed
One entirety carries out stress, and section is reinforced, and Cantilever Beams Bending Moment passes through former container bottom girder tension and U-shaped reinforcing member
The end plate position couple to be formed that is pressurized is put up a resistance, and is not had to redesign bottom girder, is changed bottom girder size, can also increase these beam structures
The bearing capacity of part makes the large cantilever problem of container be resolved, and reliable guarantor is provided for the application of container type house
Barrier.
The use of the U-shaped reinforcing member of crimping will not change the top beam of container type house and the section form of bottom girder and size,
It can again be reinforced after installation is complete after container type house, therefore container type house processing, install convenient can be kept
The advantages of.Scene is without welding, and reinforcing mode is flexible, using self drilling tapping screw operation easy to connect.
Description of the drawings
The present invention is described in further detail with embodiment below in conjunction with the accompanying drawings：
Fig. 1 is the structural diagram of the present invention.
Fig. 2 be Fig. 1 in 1-1 to schematic diagram.
Specific implementation mode
As shown in Figure 1, 2：A kind of container type house overhanging ruggedized construction, it includes lower container column 1, lower part packaging
Case corner fittings 2, lower container top beam 3, upper container column 4, upper container corner fittings 5 and upper container bottom girder 6, it is described on
Portion's container angle is set to upper container column bottom, and upper container bottom girder is set to upper container corner fittings side, under described
Portion's container angle is set between lower container column top and upper container bottom girder, and lower container top beam is set to lower part collection
Vanning corner fittings side is simultaneously set to upper container lower sill beam；It is characterized in that：It further includes the U-shaped reinforcing member 7 of crimping, end plate
8 and tapping screw 9；The end plate side is set to the lower container corner fittings other side and is fixed by tapping screw, the volume
The U-shaped reinforcing member one end in side is set to the end plate other side and is located at upper container bottom girder bottom, and the U-shaped reinforcing member of crimping passes through self tapping
Screw is fixed with upper container bottom girder.
The U-shaped reinforcing member of crimping is light gauge cold-formed steel shape, and the length of the U-shaped reinforcing member of crimping overhangs equal to upper container
Length, the flange width of the U-shaped reinforcing member of crimping and the overall length of its both sides seam width are not more than under upper container bottom girder
Flange width.
The big 2-4mm of thickness of the thickness reinforcing member more U-shaped than crimping of the end plate, end board size and light gauge cold-formed steel shape
Cross-sections match；
The U-shaped reinforcing member of crimping carries out three face weld all arounds with end plate.
The construction of top self tapping self-drilling screw, self drilling tapping screw could be carried out after end plate and lower container are held out against
Spacing be not more than 200mm.Self tapping self-drilling screw should avoid corner fittings and open when the fixation of end plate and lower container corner fittings or corner post
Hole site.
The U-shaped reinforcing member section minimum constructive height of crimping meets specification requirement for bearing capacity to determine after being reinforced according to overhanging section, rolls up
The height of the U-shaped reinforcing member in side is matched with the lower flange in bottom girder section（If bottom girder lower flange is plane section, the U-shaped reinforcing member of crimping
The height on both sides is identical）.The seam width of the U-shaped reinforcing member of crimping is identical, and meets the construction requirement of tapping screw.U-shaped is reinforced
The section thickness of container bottom girder can be used in the thickness of part.
Claims (5)
1. a kind of container type house overhangs ruggedized construction, it includes lower container column, lower container corner fittings, lower part packaging
Case top beam, upper container column, upper container corner fittings and upper container bottom girder, the upper container corner fittings are set to top
Container column bottom, upper container bottom girder are set to upper container corner fittings side, and the lower container corner fittings is set to lower part
Between container column top and upper container bottom girder, lower container top beam is set to lower container corner fittings side and set on upper
Portion's container lower sill beam；It is characterized in that：It further includes the U-shaped reinforcing member of crimping, end plate and tapping screw；The end plate
Side is set to the lower container corner fittings other side and is fixed by tapping screw, and described U-shaped reinforcing member one end of crimping is set to end
The plate other side is simultaneously located at upper container bottom girder bottom, and the U-shaped reinforcing member of crimping is solid by tapping screw and upper container bottom girder
It is fixed.
2. container type house according to claim 1 overhangs ruggedized construction, it is characterised in that：The U-shaped reinforcing of crimping
The length of part is equal to upper container cantilever span, the flange width of the U-shaped reinforcing member of crimping and its both sides seam width it is total
It fails to grow up in the lower flange width of upper container bottom girder.
3. container type house according to claim 1 overhangs ruggedized construction, it is characterised in that：The thickness of the end plate
The big 2-4mm of thickness of reinforcing member more U-shaped than crimping.
4. container type house according to claim 1 overhangs ruggedized construction, it is characterised in that：The U-shaped reinforcing of crimping
Part carries out three face weld all arounds with end plate.
5. container type house according to claim 1 overhangs ruggedized construction, it is characterised in that：Between the tapping screw
Away from no more than 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810234563.5A CN108547467A (en) | 2018-03-21 | 2018-03-21 | Container type house overhangs ruggedized construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810234563.5A CN108547467A (en) | 2018-03-21 | 2018-03-21 | Container type house overhangs ruggedized construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108547467A true CN108547467A (en) | 2018-09-18 |
Family
ID=63516933
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810234563.5A Pending CN108547467A (en) | 2018-03-21 | 2018-03-21 | Container type house overhangs ruggedized construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108547467A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022138941A (en) * | 2021-03-11 | 2022-09-26 | 株式会社ランドピア | Skeleton unit and simple structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008111320A (en) * | 2006-10-31 | 2008-05-15 | Shimizu Corp | Enclosure method of beam and enclosure structure |
| CN201722945U (en) * | 2010-01-11 | 2011-01-26 | 贵阳铝镁设计研究院 | Reinforcing structure of building surface beam plate |
| CN103352578A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Construction method of carbon fiber cloth steel member combination strengthening beam |
| JP5361102B1 (en) * | 2013-04-30 | 2013-12-04 | 株式会社サンヨーホーム | Support structure used for beam reinforcement |
-
2018
- 2018-03-21 CN CN201810234563.5A patent/CN108547467A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008111320A (en) * | 2006-10-31 | 2008-05-15 | Shimizu Corp | Enclosure method of beam and enclosure structure |
| CN201722945U (en) * | 2010-01-11 | 2011-01-26 | 贵阳铝镁设计研究院 | Reinforcing structure of building surface beam plate |
| JP5361102B1 (en) * | 2013-04-30 | 2013-12-04 | 株式会社サンヨーホーム | Support structure used for beam reinforcement |
| CN103352578A (en) * | 2013-07-09 | 2013-10-16 | 北京筑福国际工程技术有限责任公司 | Construction method of carbon fiber cloth steel member combination strengthening beam |
Non-Patent Citations (1)
| Title |
|---|
| 任炜: ""集装箱建筑的连接方式及节点研究"", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022138941A (en) * | 2021-03-11 | 2022-09-26 | 株式会社ランドピア | Skeleton unit and simple structure |
| JP7178730B2 (en) | 2021-03-11 | 2022-11-28 | 株式会社ランドピア | Frame unit and simple structure |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180918 |