CN201704871U - Base girder for container type prefabricated house - Google Patents
Base girder for container type prefabricated house Download PDFInfo
- Publication number
- CN201704871U CN201704871U CN2010201649543U CN201020164954U CN201704871U CN 201704871 U CN201704871 U CN 201704871U CN 2010201649543 U CN2010201649543 U CN 2010201649543U CN 201020164954 U CN201020164954 U CN 201020164954U CN 201704871 U CN201704871 U CN 201704871U
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- thick
- riser
- stereotyped
- dull
- plate
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Abstract
A base girder for a container type prefabricated house is characterized in that a first flat plate being 40 mm thick, a first vertical plate being 73 mm thick, a second flat plate being 140 mm thick, a second vertical plate being 150 mm thick, a third flat plate being 50 mm thick, a third vertical plate being 20 mm thick, a fourth flat plate being 63 mm thick, a fourth vertical plate being 20 mm thick, a fifth flat plate being 27 mm thick and a fifth vertical plate being 25 mm thick are included and integrally stretched into a whole. Compared with the prior art, the utility model has the advantages of compact structure, strong bearing capacity, convenient installation of lateral plates and reduced dead weight, and saves metal materials by 30 percent, thereby reducing the total cost, facilitating fast installation and putting into service timely, and particularly facilitating earthquake relief work.
Description
Technical field
The bottom girder of a kind of container-type prefabricated house of the utility model, what relate to is prefabricated house design and manufacturing technology field, is applied to prefabricated house.
Background technology
Mobile house on the present market has different frame constructions, is simple in structure mostly, and bearing capacity is little, does not meet the carrying needs, lacks the sense of security; For guaranteeing that bearing capacity meets technical requirements, frame construction is not improved, take the method for thickened material, reach requirement for bearing capacity, make frame construction seem heavy, wasted a large amount of metal material, the structure of solution framework is wanted in design, and is little or save this problem of a large amount of metal material in order to the solution bearing capacity, and both are taken into account, particularly save time when being badly in need of the assembly unit prefabricated house, pendulum is in the section's topic in face of the engineers and technicians.
The utility model content
The purpose of this utility model is to solve the existing in prior technology defective, a kind of bottom girder of frame construction is provided, has both solved frame construction and do not met the carrying needs, overcome the back timber heaviness again, also embody the convenient side plate of installing, reach the bottom girder of a kind of container-type prefabricated house of the effect of leaking.It is characterized in that: first flat board is connected with starting stave, the starting stave and second dull and stereotyped the connection, second flat board is connected with second riser, second riser and the 3rd dull and stereotyped the connection, the 3rd flat board is connected with the 3rd riser, the 3rd riser is connected with Siping City's plate, Siping City's plate is connected with the 4th riser, the 4th riser and the 5th dull and stereotyped the connection, the 5th flat board is connected with the 5th riser, integrally stretching is the structure of one, first dull and stereotyped 40mm ± 10, starting stave 73mm ± 10, second dull and stereotyped 140mm ± 10, second riser 150mm ± 10, the 3rd dull and stereotyped 50mm ± 10, the 3rd riser 20mm ± 5, the plate 63mm of Siping City ± 10, the 4th riser 20mm ± 5, the 5th dull and stereotyped 27mm ± 5, the 5th riser 25mm ± 5.The positive effect of implementing after this technology is: compared with prior art, at first be to have overcome above-mentioned defective, compact conformation is when bearing capacity is strong, the convenient side plate of installing, reach the effect of leaking, alleviated deadweight, save metal material 30%, thereby reduced overall cost, help Fast Installation, in time be delivered for use, be particularly conducive to earthquake relief work.
Description of drawings
Fig. 1 is the utility model bottom girder sectional structure schematic diagram;
Wherein, 1-first flat board, 2-starting stave, 3-second flat board, 4-second riser, 5-the 3rd flat board, 6-the 3rd riser, 7-Siping City plate, 8-the 4th riser, 9-the 5th flat board, 10-the 5th riser;
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described:
See accompanying drawing 1, integrally stretching is the structure of one, and the frame that whole member is used for around the floor connects.First dull and stereotyped 1 is connected with starting stave 2, starting stave 2 is connected with second dull and stereotyped 3, second dull and stereotyped 3 is connected with second riser 4, second riser 4 is connected with the 3rd dull and stereotyped 5, the the 3rd dull and stereotyped 5 is connected with the 3rd riser 6, and the 3rd riser 6 is connected with Siping City's plate 7, and Siping City's plate 7 is connected with the 4th riser 8, the 4th riser 8 is connected with the 5th dull and stereotyped 9, and the 5th flat board 9 is connected with the 5th riser 10.
See accompanying drawing 1, whole drawn is the structure of one, during processing and fabricating, at first uses the plate shearing machine blanking, and material thickness δ is 3mm, the blanking size: long 2108mm, wide 571mm; Adopt forming mill to process by the size of the first dull and stereotyped 1-40mm, starting stave 2-73mm, the second dull and stereotyped 3-140mm, the second riser 4-150mm, the 3rd dull and stereotyped 5-50mm, the 3rd riser 6-20mm, the plate 7-63mm of Siping City, the 4th riser 8-20mm, the 5th dull and stereotyped 9-27mm, the 5th riser 10-25mm.Reaching bottom girder appearance and size L1 is 140mm, and L2 is 180mm, and H is 150mm.
After machining, carry out zinc-platedly, weld with the base angle part zinc-plated back, and welding is finished back integral body and sprayed paint, and check is put in storage.
Claims (2)
1. the bottom girder of a container-type prefabricated house, it is characterized in that: first flat board is connected with starting stave, the starting stave and second dull and stereotyped the connection, second flat board is connected with second riser, second riser and the 3rd dull and stereotyped the connection, the 3rd flat board is connected with the 3rd riser, the 3rd riser is connected with Siping City's plate, and Siping City's plate is connected with the 4th riser, the 4th riser and the 5th dull and stereotyped the connection, the 5th flat board is connected with the 5th riser, and integrally stretching is the structure of one.
2. the bottom girder of a kind of container-type prefabricated house according to claim 1 is characterized in that: first dull and stereotyped 40mm ± 10, starting stave 73mm ± 10, second dull and stereotyped 140mm ± 10, second riser 150mm ± 10, the 3rd dull and stereotyped 50mm ± 10, the 3rd riser 20mm ± 5, the plate 63mm of Siping City ± the 10, the 4th riser 20mm ± 5, the 5th dull and stereotyped 27mm ± 5, the 5th riser 25mm ± 5.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201649543U CN201704871U (en) | 2010-04-21 | 2010-04-21 | Base girder for container type prefabricated house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201649543U CN201704871U (en) | 2010-04-21 | 2010-04-21 | Base girder for container type prefabricated house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201704871U true CN201704871U (en) | 2011-01-12 |
Family
ID=43442024
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201649543U Expired - Fee Related CN201704871U (en) | 2010-04-21 | 2010-04-21 | Base girder for container type prefabricated house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201704871U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109195884A (en) * | 2015-12-29 | 2019-01-11 | 胜狮货柜管理(上海)有限公司 | The top beam of laterally and container of container |
-
2010
- 2010-04-21 CN CN2010201649543U patent/CN201704871U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109195884A (en) * | 2015-12-29 | 2019-01-11 | 胜狮货柜管理(上海)有限公司 | The top beam of laterally and container of container |
| US11649109B2 (en) | 2015-12-29 | 2023-05-16 | Singamas Container Holdings (Shanghai), Ltd. | Top side beam of container and container |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110112 Termination date: 20110421 |