CN203412104U - Container module connection reinforcer - Google Patents
Container module connection reinforcer Download PDFInfo
- Publication number
- CN203412104U CN203412104U CN201320445598.6U CN201320445598U CN203412104U CN 203412104 U CN203412104 U CN 203412104U CN 201320445598 U CN201320445598 U CN 201320445598U CN 203412104 U CN203412104 U CN 203412104U
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- Prior art keywords
- container module
- channel
- section steel
- module connection
- hole
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Abstract
The utility model provides a container module connection reinforcer. Bearing corner pieces are arranged on each corner of a container module; each corner piece is connected with a module end beam, a side beam and a vertical column. The container module connection reinforcer is characterized in that a horizontal connecting plate is connected with a bottom surface of the bottom end beam; the top of a top end beam is also connected with a horizontal connecting plate; the connecting plate has a stress surface which is parallel to the bearing surface of each corner piece; the connecting plate can be replaced by [-shaped connecting channel steels; the upper horizontal surface of the top channel steel and the horizontal surface of the bottom channel steel are parallel to the bearing surfaces of the connected corner pieces. The [-shaped connecting channel steels are opened outwards; a plurality of through holes are freely formed in corresponding positions of the upper and lower connecting plates and the upper and lower connecting channel steels according to demands; the through holes are beneficial for connecting upper and lower modules through bolts. According to demands, the through holes can be formed into a circle or a long circle, so that the bolts can be conveniently fixed. Due to adoption of the container module connection reinforcer, the connection between an upper container and the lower container is solid, and the bearing force is reinforced.
Description
Technical field
The utility model relates to a kind of container module connection reinforcement part of reinforcement container module holding capacity.
Background technology
Container module is because it can integrated moving, the advantage of lifting and convenient transport, be widely used in building trade, at present, the modular architectural that the container of take is matrix, from plane to aerial development, enters even highrise building field of multilayer, along with the increase of floor height, the container module load that particularly bottom module is born is increasing, so need to strengthen firm between the holding capacity of module and upper and lower module.In prior art, work the corner fittings that is arranged on each angle of container module of reinforcing the effect of upper and lower container module, corner fittings is provided with through hole, on in upper and lower container installation process, the through hole of the lower corner fittings of container is corresponding with the through hole of the upper corner fittings of lower container, thereby then with screw bolt and nut, by upper lower through-hole, corner fittings on corner fittings under the upper container of correspondence and lower container is fixed together upper and lower container is fixed, yet can only fix like this four angles of upper and lower container, the horizontal middle part of container does not connect, so steadiness and the holding capacity of this structure are poor.
Utility model content
For the technological deficiency existing in above-mentioned prior art, the purpose of this utility model be to provide a kind of make container module holding capacity strong, make to connect between upper and lower container more firm coupling piece for connecting containers.
To achieve these goals, the utility model is taked following technical scheme:
A kind of container module connection reinforcement part, each angle of container module is provided with load corner fittings, described corner fittings link block end carriage, curb girder and column, the bottom surface that it is characterized in that bottom end carriage connects a horizontal connecting plate, the same horizontal connecting plate that connects in top of top end carriage, described junction plate is fixedly connected with corner fittings with corresponding end carriage, this junction plate has the stress surface concordant with the load-carrying surface of institute corner fitting, increased container module stress surface, thereby strengthened the holding capacity of container module, junction plate stretches out connected end carriage lateral surface in the horizontal direction, upper lower connecting plate opposite position is provided with a plurality of through holes, described through hole is located on lower connecting plate external part beam lateral surface partial response position, described through hole is for the fixing upper lower connecting plate of bolt, thereby fixing upper and lower container module.
The thickness of described junction plate is preferably 12mm.
Above the end carriage of top, " [" shape is connected channel-section steel and replaces junction plate with also establishing one below the end carriage of bottom, it is described that " [" shape connects the outward opening of channel-section steel, it is described that " [" shape connects channel-section steel and is fixedly connected with corner fittings with corresponding end carriage, and top channel-section steel upper horizontal plane is concordant with the load-carrying surface of phase corner fitting with bottom channel-section steel lower horizontal plane.Top channel-section steel upper horizontal plane and channel-section steel lower horizontal plane opposite position place, bottom are provided with a plurality of through holes, and described through hole is for the fixing channel-section steel that connects up and down of bolt, thus fixing upper and lower container module.Between the top and bottom of connection channel-section steel, be provided with a plurality of stiffeners to increase the bearing strength that connects channel-section steel.Connecting channel-section steel identical with the effect of junction plate, is all in order to increase holding capacity and the fixing upper and lower container module of container module.
Through hole on described junction plate or on connection channel-section steel can be circle or Long Circle, is preferably Long Circle, more convenient like this connection.
The size of described through hole and position can freely be adjusted as required.
The beneficial effects of the utility model are, thereby the top by the bottom at bottom end carriage and top end carriage is provided with junction plate or is connected the stress surface that channel-section steel has increased container module, and then strengthened the holding capacity of container module, because being set in upper lower connecting plate corresponding position, a plurality of through holes for nut, fix lower connecting plate, make the horizontal middle part of upper and lower container module also have connection, thereby make between upper and lower container more firm.
Accompanying drawing explanation
Fig. 1 is upper and lower container module annexation partial enlarged drawing
Fig. 2 is the container module top end carriage schematic diagram that is provided with junction plate
Fig. 3 is the left side view of Fig. 2
Fig. 4 is the container module bottom end carriage schematic diagram that is provided with junction plate
Fig. 5 is the left side view of Fig. 4
Fig. 6 is provided with the container module top end carriage schematic diagram that connects channel-section steel
Fig. 7 is the left side view of Fig. 6
Fig. 8 is provided with the container module bottom end carriage schematic diagram that connects channel-section steel
Fig. 9 is the left side view of Fig. 8
Figure 10 is the container module top end carriage top view that connector is provided with slotted hole
Figure 11 establishes round-meshed container module top end carriage top view on connector
Figure 12 is container module top view
Mark in figure: 1, container module top end carriage 1 ', container module bottom end carriage 2, container module top junction plate 2 ', container module bottom junction plate 3, through hole 3 ' on the junction plate of container module top, through hole 4 on container module bottom junction plate, column 5, top corner fittings 5 ', bottom corner fittings 6, container module top connects channel-section steel 6 ', container module bottom connects channel-section steel 7, container module top connects connecting hole 7 ' on channel-section steel, container module bottom connects connecting hole 8 on channel-section steel, stiffener 9, container module side roof 9 ', container module bottom curb girder
The specific embodiment
Below in conjunction with accompanying drawing, by embodiment, the technical solution of the utility model is described in further detail
Embodiment 1:
As shown in Fig. 1 to Fig. 5 and Figure 10 to Figure 12, a kind of container module connection reinforcement part, is specially a kind of junction plate.Each angle of container module is provided with load corner fittings (5; 5 '), described corner fittings link block end carriage (1; 1 '), curb girder (9; 9 ') and column 4, described end carriage comprises top end carriage 1 and bottom end carriage 1 ', and described curb girder comprises side roof 9 and bottom curb girder 9 ', and described corner fittings comprises top corner fittings 5 and bottom corner fittings 5 '.Corner fittings (5; 5 ') hole for hoist that has drop hanger to use on, this hole also can be used as connecting hole, the top that it is characterized in that top end carriage 1 is fixedly connected with a plate 2, the bottom surface of bottom end carriage 1 ' is fixedly connected with a plate 2 ' equally, the connected mode of described junction plate and corresponding end carriage and corner fittings is welding, this junction plate has the stress surface concordant with the load-carrying surface of institute corner fitting, thereby increased container module stress surface, and then the holding capacity of enhancing container module, upper lower connecting plate (2,2 ') stretches out connected end carriage (1 in the horizontal direction; 1 ') lateral surface, upper lower connecting plate opposite position is provided with a plurality of through holes (3; 3 '), described through hole is located on lower connecting plate external part beam lateral surface partial response position, and described connecting hole is for the fixing upper lower connecting plate of bolt, thus fixing upper and lower container module.
When upper container module is connected in lower container module, on described upper container module bottom junction plate, connecting hole 3 ' is corresponding with connecting hole 3 on lower container top junction plate, then bolt is pierced in described hole, fastening nuts, can firm link together upper and lower container.
Embodiment 2:
As shown in Fig. 6 to Figure 12, a kind of container module connection reinforcement part, is specially a kind of connection channel-section steel.Each angle of container module is provided with load corner fittings (5; 5 '), described corner fittings (5; 5 ') link block end carriage (1; 1 '), curb girder (9; 9 ') and column 4, described end carriage comprises top end carriage 1 and bottom end carriage 1 ', and described curb girder comprises side roof 9 and bottom curb girder 9 ', and described corner fittings 5 comprises top corner fittings 5 and bottom corner fittings 5 ', corner fittings (5; 5 ') hole for hoist that has drop hanger to use on, this hole also can be used as connecting hole, it is characterized in that top end carriage 1 above and bottom end carriage 1 ' below be provided with one " [" shape be connected channel-section steel (6; It is 6 '), described that " [" shape connects the welding that is connected to of channel-section steel and corresponding end carriage and corner fittings, and described " [" shape connects channel-section steel (6; 6 ') outward opening, top channel-section steel upper horizontal plane is concordant with the load-carrying surface of phase corner fitting with bottom channel-section steel lower horizontal plane.Top channel-section steel upper horizontal plane and channel-section steel lower horizontal plane opposite position place, bottom are provided with a plurality of connecting holes (7; 7 '), described connecting hole is for the fixing channel-section steel that connects up and down of bolt, thus fixing upper and lower container.Connect channel-section steel (6; 6 ') between top and bottom, be provided with a plurality of stiffeners 8 to increase the bearing strength that connects channel-section steel.
Just illustrating or explaining technical solutions of the utility model of above-described embodiment, and should not be construed as the restriction to technical solutions of the utility model, obviously, those skilled in the art can carry out various modifications and variations and not depart from spirit and scope of the present utility model the utility model.If these are revised and within modification belongs to the scope of the utility model claim and equivalent technologies thereof, the utility model also comprises these modifications and modification interior.
Claims (9)
1. a container module connection reinforcement part, each angle of container module is provided with load corner fittings, described corner fittings link block end carriage, curb girder and column, the bottom surface that it is characterized in that bottom end carriage connects a horizontal connecting plate, the same horizontal connecting plate that connects in top of top end carriage, this junction plate has the stress surface concordant with the load-carrying surface of described each corner fittings.
2. container module connection reinforcement part according to claim 1, junction plate stretches out connected end carriage lateral surface in the horizontal direction, upper lower connecting plate opposite position is provided with a plurality of through holes, described through hole is located on lower connecting plate external part beam lateral surface partial response position, described through hole is for the fixing upper lower connecting plate of bolt, thus fixing upper and lower module.
3. container module connection reinforcement part according to claim 2, is characterized in that described through hole is for circular.
4. container module connection reinforcement part according to claim 2, is characterized in that described through hole is Long Circle.
5. container module connection reinforcement part according to claim 1, is characterized in that with " [" shape connects channel-section steel and replaces described junction plate, and wherein channel-section steel upper horizontal plane in top is concordant with the load-carrying surface of phase corner fitting with bottom channel-section steel lower horizontal plane.
6. container module connection reinforcement part according to claim 5, is characterized in that, described " [" shape connects the outward opening of channel-section steel, between the top and bottom of connection channel-section steel, is provided with a plurality of stiffeners.
7. container module connection reinforcement part according to claim 6, it is characterized in that, top channel-section steel upper horizontal plane and channel-section steel lower horizontal plane corresponding position, bottom are provided with a plurality of through holes, and described through hole is for the fixing channel-section steel that connects up and down of bolt, thus fixing upper and lower container module.
8. container module connection reinforcement part according to claim 7, is characterized in that, described through hole is circular.
9. container module connection reinforcement part according to claim 7, is characterized in that, described through hole is Long Circle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320445598.6U CN203412104U (en) | 2013-07-23 | 2013-07-23 | Container module connection reinforcer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320445598.6U CN203412104U (en) | 2013-07-23 | 2013-07-23 | Container module connection reinforcer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203412104U true CN203412104U (en) | 2014-01-29 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320445598.6U Expired - Fee Related CN203412104U (en) | 2013-07-23 | 2013-07-23 | Container module connection reinforcer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203412104U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328839A (en) * | 2014-08-11 | 2015-02-04 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
| CN104532951A (en) * | 2014-11-28 | 2015-04-22 | 同济大学 | Column bearing type cellular building module, and cellular modularization building and building method thereof |
-
2013
- 2013-07-23 CN CN201320445598.6U patent/CN203412104U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104328839A (en) * | 2014-08-11 | 2015-02-04 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
| CN104328839B (en) * | 2014-08-11 | 2017-01-18 | 美国国绿投资集团 | Connecting structure for column bearing integrated building modules |
| CN104532951A (en) * | 2014-11-28 | 2015-04-22 | 同济大学 | Column bearing type cellular building module, and cellular modularization building and building method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140129 Termination date: 20180723 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |