CN201183656Y - Container base frame structure - Google Patents
Container base frame structure Download PDFInfo
- Publication number
- CN201183656Y CN201183656Y CNU200820044621XU CN200820044621U CN201183656Y CN 201183656 Y CN201183656 Y CN 201183656Y CN U200820044621X U CNU200820044621X U CN U200820044621XU CN 200820044621 U CN200820044621 U CN 200820044621U CN 201183656 Y CN201183656 Y CN 201183656Y
- Authority
- CN
- China
- Prior art keywords
- steel floor
- container
- chassis
- floor
- steel
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 65
- 239000010959 steel Substances 0.000 claims abstract description 65
- 239000000565 sealant Substances 0.000 claims abstract description 11
- 241000272814 Anser sp. Species 0.000 claims description 19
- 238000000034 method Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 abstract description 3
- 238000007789 sealing Methods 0.000 abstract description 3
- 238000004642 transportation engineering Methods 0.000 abstract description 2
- 210000000282 Nails Anatomy 0.000 abstract 1
- 239000012530 fluid Substances 0.000 abstract 1
- 239000000203 mixture Substances 0.000 abstract 1
- 238000010079 rubber tapping Methods 0.000 abstract 1
- 230000000875 corresponding Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 210000001503 Joints Anatomy 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011121 hardwood Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002950 deficient Effects 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000011120 plywood Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Abstract
The utility model relates to the technical field of a part of a large-scale steel container for material transportation or storage, in particular to an under frame structure of a container, which comprises a frame body and a steel floor paved on the frame body, wherein, the frame body which comprises two bottom lateral girders arranged the two longitudinal sides of the frame body, a bottom beam horizontally connected between the two bottom lateral girders, and a front end lower girder and a doorsill which are connected to two ends of the two bottom lateral girders; the steel floor is detachably connected with the frame body; the steel floor is fixedly connected to the under frame structure of the container through a connecting way, such as a self-tapping nail, a bolt, and the like, and a combination part is processed in a sealing way through a way, such as applying fluid sealant and the like, the structure is convenient to install, and the steel floor is easy to be replaced for maintained in the use process.
Description
Technical field:
The utility model relates to the component technology field of the large-scale rigidity container that is used for the material transportation or stores, particularly a kind of chassis of container structure.
Background technology:
Traditional freight container as shown in Figure 1, it comprises the Undercarriage structure 10 that is positioned at bottom half, the headwall 11 that lays respectively at Undercarriage structure 10 both ends and chamber door, the top board 14 that is positioned at casing side walls 13 and is positioned at the casing top.As shown in Figure 2, wherein Undercarriage structure 10 is mainly used in bearing goods, it mainly includes frame body and is laid on floor on this frame body, and frame body is by being constituted at two bottom side beams 101 of its vertical both sides, the front end underbeam 103 and the threshold 104 that are laterally connected in the bottom cross beam 102 between two bottom side beams and are laterally connected in two bottom side beams two ends.General container floor all adopts wooden plywood, and this veneer sheet adopts tropical broad-leaved hardwood mostly and need the complicated processing technology of process just can make, along with tropical broad-leaved hardwood because of consuming excessive price increase, make that its manufacturing cost is more and more higher, simultaneously, this veneer sheet exists in use that poor rigidity, intensity are low, fragile etc. uses defective, and seeking new floor equivalent material or Undercarriage structure scheme has become one of hot technology that industry very pays close attention to.
Now, a lot of freight containers begins to adopt steel floor, in order to increase working strength, general steel floor all is arranged to have the corrugated bar floor of ripple, the Undercarriage structure of the steel floor freight container shown in Fig. 3,4,5, steel floor 105 and bottom side beams 101, bottom cross beam 102, and front end underbeam 103, threshold 104 be welded to connect; Because of in the long-term use process of freight container, can cause the damage of steel floor unavoidably, and because this chassis of container structure is a welding fabrication, so be difficult to steel floor is changed and overhauled.
The utility model content:
The purpose of this utility model is intended to overcome the deficiencies in the prior art, and a kind of chassis of container structure of changing and repairing be convenient to is provided.
For achieving the above object, the utility model adopts following technical scheme:
A kind of chassis of container structure, it includes frame body and the steel floor that is laid on the described frame body, described frame body is by being constituted at two bottom side beams of its vertical both sides, the front end underbeam and the threshold that are laterally connected in the bottom cross beam between two bottom side beams and are laterally connected in two bottom side beams two ends, and described steel floor and described frame body removably connect.
Described steel floor is provided with downward groove.
It comprises also and being used for described steel floor and bottom cross beam, steel floor and threshold, steel floor and front end underbeam bonded assembly attaching parts that described attaching parts is positioned at described groove, and its top does not protrude from the upper surface of institute's steel floor.
Described attaching parts is self threading pin, bolt or pin.
Fill out between described steel floor and the described bottom side beams and be furnished with sealant.
Described bottom side beams and described steel floor junction also are provided with the liner plate of cross section for " L " shape, liner plate upper outside face is connected with the bottom side beams inwall, the lower surface of liner plate bottom is connected with the bottom cross beam upper surface, described steel floor is overlapped on the upper surface of liner plate bottom, and described sealant is filled out and is distributed between steel floor and the liner plate.
The described steel floor mixing steel floor that dull and stereotyped steel plate and corrugated steel combine of serving as reasons.
Described steel floor also can be for vertically piecing together at least two corrugated bar floors of establishing
Described steel floor can also be for laterally piecing together at least two corrugated bar floors of establishing.
It also includes near front end underbeam one end and vertically strides the goose girder of being located between the two foundation curb girders.
Described goose girder is a straight beam, and the last plane of its upper surface and steel floor is positioned at same plane.
The upper surface at described goose girder both ends is positioned at the bottom surface below of steel floor, and the plane is positioned at same plane on intermediate portion upper surface and the steel floor.
The beneficial effects of the utility model: the utility model comprises the steel floor that removably is connected on the frame body that is made of bottom side beams, front end underbeam, threshold, steel floor is fixedly connected on the chassis of container structure by connection modes such as self threading pin, bolts, and binding site is carried out encapsulation process by applying modes such as sealant, this structure is easy for installation, and steel floor in use is easy to it is changed or keeps in repair.
Description of drawings:
Fig. 1 is the structural representation of existing freight container;
Fig. 2 is the structural representation of existing chassis of container;
Fig. 3 is existing container steel floor Undercarriage structure scheme drawing;
Fig. 4 is the B-B cutaway view of Fig. 3;
Fig. 5 is the C-C cutaway view of Fig. 4;
Fig. 6 is the Undercarriage structure scheme drawing of detachable steel floor of the present utility model;
Fig. 7 is that the D of Fig. 6 is to view;
Fig. 8 is the E place enlarged view among Fig. 7;
Fig. 9 is the F place enlarged view among Fig. 7;
Figure 10 is the G place enlarged view among Fig. 7;
Figure 11 is the structural representation of the corrugated bar floor and the bottom side beams junction of second kind of embodiment of the utility model;
Figure 12 is the corrugated bar floor Undercarriage structure scheme drawing of the band goose girder of the third embodiment of the utility model;
Figure 13 is the H-H cutaway view of Figure 12;
Figure 14 is the corrugated bar floor Undercarriage structure scheme drawing of the band goose girder of the 4th kind of embodiment of the utility model;
Figure 15 is the I-I cutaway view of Figure 14.
The specific embodiment:
The utility model is described in further detail below in conjunction with accompanying drawing:
As Fig. 6, a kind of chassis of container structure shown in 7, it comprises and is arranged on bottom half both sides bottom side beams parallel to each other 201, be distributed with a plurality of bottom cross beams 202 between the two foundation curb girders perpendicular to bottom side beams 201, an end of two foundation curb girders 201 is provided with front end underbeam 203, with the front end underbeam 203 corresponding thresholds 204 that are arranged on two foundation curb girders, 201 other ends, bottom side beams 201, front end underbeam 203, threshold 204 and bottom cross beam 202, form a platform that is positioned at container base, be provided with steel floor on flat-bed top, more particularly, steel floor is corrugated bar floor 205, the corresponding position on its corrugated bar floor 205 respectively with bottom side beams 201, front end underbeam 203, removably connect between threshold 204 and the bottom cross beam 202, corrugated bar floor 205 is made up of two corrugated steels along the length of casing Width, and corrugated bar floor 205 is provided with downward groove.
Introduce the concrete connection structure of above-mentioned corrugated bar floor and corresponding component below:
As shown in Figure 6, an end connection on corrugated bar floor 205 rides on the threshold 204, the lower surface of the bottom surface of its groove contacts with the upper surface of threshold 204, its two by self threading pin 206 captive joints, and the upper end of self threading pin 206 does not exceed the upper surface on corrugated bar floor 205.Another end on corrugated bar floor 205 is overlapped on the front end underbeam 203, by self threading pin 206 captive joints.Shown in Fig. 7,8, the sidepiece on corrugated bar floor 205 has the sidewall 2050 of a corrugation grooves, this sidewall 2050 is adjacent with bottom side beams 204, apply sealant 207 in the slit between the two, to reach the sealing between corrugated bar floor 205 and the bottom side beams 201, sealant 207 mainly plays the effect of water-tight.As shown in Figure 9, captive joint by self threading pin 206 between the bottom on corrugated bar floor 205 and the bottom cross beam 202, connecting portion is in the groove on corrugated bar floor 205.The connecting portion on two corrugated bar floors 205 as shown in figure 10 overlaps between the groove floor of two 205 junction, corrugated bar floor, and the slit between two adjacent recess sidewall applies sealant 207.
The container steel floor in use, can be because a variety of causes causes the damage on its floor, above-mentioned container steel floor is after damage, can be by pulling out the self threading pin 206 that is used to connect between steel floor and the corresponding beam, after the steel floor dismounting, it is repaired or changes, operate simple relatively.
Can also be connected by bolt, pin etc. between above-mentioned container steel floor and bottom cross beam 202, threshold 204, the front end underbeam 203.
As shown in figure 11, this is second kind of embodiment of present embodiment, different with first kind of embodiment is: apply sealant 207 for the ease of corrugated bar floor 205 and bottom side beams 201 junctions, bottom side beams 201 places are provided with liner plate 208 along the casing length direction, liner plate 208 forms by bending plate, the upper outside face of liner plate 208 and bottom lower surface are welded on the upper surface of bottom side beams 201 medial surfaces and bottom cross beam 202 respectively, the overlapping edges on corrugated bar floor 205 is on liner plate 208, between liner plate 208 and corrugated bar floor 205, apply sealant 207, to reach the sealing between its two.Other structural principle is identical with first kind of embodiment, no longer repeats here.
As Figure 12, shown in 13, this is the third embodiment of present embodiment, different with first kind of embodiment is: because the various different requirements of freight container, general 40 chis or the freight container that surpasses 40 chis also are provided with the goose girder 209 near front end underbeam 203 1 ends, goose girder 209 is for being vertically connected on a straight beam between the two foundation curb girders 201, the both sides of goose girder 209 are welded with a bending plate 300, corrugated bar floor 205 disconnects at goose girder 209 places and is overlapped on the bending plate 300, self threading pin 206 is installed in the groove on corrugated bar floor 205, the top does not protrude from the last plane on corrugated bar floor 205, and the last plane on corrugated bar floor 205 is concordant with plane maintenance on the goose girder 209.Other structural principle is identical with first kind of embodiment, no longer repeats here.
Shown in Figure 14,15, this is the 4th kind of embodiment of present embodiment, different with the third embodiment is: in order to keep the integraty of steel floor, be higher than its two ends in the middle of the goose girder 209, on the pars intermedia 2090 on plane and the both ends 2091 thickness on level difference and corrugated bar floor 205 identical, set up on the two ends of goose girder 209 on corrugated bar floor 205, is fixed on the goose girder 209 by self threading pin 206; Since on goose girder 209 pars intermedias 2090 on plane and the both ends 2091 the level difference identical with corrugated bar floor 205 thickness, after corrugated bar floor 205 is installed in goose girder 209 two ends, guaranteed that corrugated bar floor 205 is concordant with 209 maintenances of goose girder.Other structural principle is identical with the third embodiment, no longer repeats here.
Claims (12)
1, a kind of chassis of container structure, it includes frame body and the steel floor that is laid on the described frame body, described frame body is by being constituted at two bottom side beams of its vertical both sides, the front end underbeam and the threshold that are laterally connected in the bottom cross beam between two bottom side beams and are laterally connected in two bottom side beams two ends, and it is characterized in that: described steel floor and described frame body removably connect.
2, a kind of chassis of container structure according to claim 1, it is characterized in that: described steel floor is provided with downward groove.
3, a kind of chassis of container structure according to claim 2, it is characterized in that: it also comprises and being used for described steel floor and bottom cross beam, steel floor and threshold, steel floor and front end underbeam bonded assembly attaching parts, described attaching parts is positioned at described groove, and its top does not protrude from the upper surface of institute's steel floor.
4, a kind of chassis of container structure according to claim 3, it is characterized in that: described attaching parts is self threading pin, bolt or pin.
5, a kind of chassis of container structure according to claim 1 and 2 is characterized in that: fill out between described steel floor and the described bottom side beams and be furnished with sealant.
6, a kind of chassis of container structure according to claim 5, it is characterized in that: described bottom side beams and described steel floor junction also are provided with the liner plate of cross section for " L " shape, liner plate upper outside face is connected with the bottom side beams inwall, the lower surface of liner plate bottom is connected with the bottom cross beam upper surface, described steel floor is overlapped on the upper surface of liner plate bottom, and described sealant is filled out and is distributed between steel floor and the liner plate.
7, a kind of chassis of container structure according to claim 2 is characterized in that: the described steel floor mixing steel floor that dull and stereotyped steel plate and corrugated steel combine of serving as reasons.
8, a kind of chassis of container structure according to claim 2 is characterized in that: described steel floor is for vertically piecing together at least two corrugated bar floors of establishing
9, a kind of chassis of container structure according to claim 2 is characterized in that: described steel floor is for laterally piecing together at least two corrugated bar floors of establishing.
10, according to claim 7,8 or 9 described a kind of chassis of container structures, it is characterized in that: it also includes near front end underbeam one end and vertically strides the goose girder of being located between the two foundation curb girders.
11, a kind of chassis of container structure according to claim 10, it is characterized in that: described goose girder is a straight beam, the last plane of its upper surface and steel floor is positioned at same plane.
12, a kind of chassis of container structure according to claim 10 is characterized in that: the upper surface at described goose girder both ends is positioned at the bottom surface below of steel floor, and the plane is positioned at same plane on intermediate portion upper surface and the steel floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820044621XU CN201183656Y (en) | 2008-03-07 | 2008-03-07 | Container base frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200820044621XU CN201183656Y (en) | 2008-03-07 | 2008-03-07 | Container base frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201183656Y true CN201183656Y (en) | 2009-01-21 |
Family
ID=40271392
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU200820044621XU CN201183656Y (en) | 2008-03-07 | 2008-03-07 | Container base frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201183656Y (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103171835A (en) * | 2011-12-23 | 2013-06-26 | 罗奇钢铁公司 | Transport container and floor thereof |
| CN104192453A (en) * | 2014-04-30 | 2014-12-10 | 邵妮 | A container panel wall structure, a container and a container-type trailer coach |
| WO2015071255A1 (en) * | 2013-11-18 | 2015-05-21 | Maersk Container Industry A/S | Corrugated steel floor in a shipping container |
| CN105644979A (en) * | 2016-01-14 | 2016-06-08 | 安徽益邦新材料科技股份有限公司 | Heating type container liquid bag |
| WO2019047755A1 (en) * | 2017-09-08 | 2019-03-14 | 北京鸿通供应链管理有限公司 | Container floor assembly |
| RU195014U1 (en) * | 2019-10-01 | 2020-01-13 | РЕЙЛ 1520 АйПи ЛТД | Removable cargo module of railway vehicle |
-
2008
- 2008-03-07 CN CNU200820044621XU patent/CN201183656Y/en not_active IP Right Cessation
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103171835A (en) * | 2011-12-23 | 2013-06-26 | 罗奇钢铁公司 | Transport container and floor thereof |
| CN107985833A (en) * | 2013-11-18 | 2018-05-04 | 马士基集装箱工业公司 | Wavy steel substrate in shipping container |
| US10577176B2 (en) | 2013-11-18 | 2020-03-03 | Maersk Container Industry A/S | Corrugated steel floor in a shipping container |
| DK201370699A1 (en) * | 2013-11-18 | 2015-06-01 | Maersk Container Ind As | Corrugated steel floor in a shipping container |
| DK178486B1 (en) * | 2013-11-18 | 2016-04-11 | Maersk Container Ind As | Corrugated steel floor in a shipping container |
| CN105916782B (en) * | 2013-11-18 | 2019-11-05 | 马士基集装箱工业公司 | Wavy steel substrate in shipping container |
| CN105916782A (en) * | 2013-11-18 | 2016-08-31 | 马士基集装箱工业公司 | Corrugated steel floor in shipping container |
| US10099852B2 (en) | 2013-11-18 | 2018-10-16 | Maersk Container Industry A/S | Corrugated steel floor in a shipping container |
| WO2015071255A1 (en) * | 2013-11-18 | 2015-05-21 | Maersk Container Industry A/S | Corrugated steel floor in a shipping container |
| EP3312108A1 (en) * | 2013-11-18 | 2018-04-25 | Maersk Container Industry A/S | Shipping container with a corrugated steel floor |
| CN107985833B (en) * | 2013-11-18 | 2020-03-10 | 马士基集装箱工业公司 | Corrugated steel floor in shipping container |
| CN106167141A (en) * | 2014-04-30 | 2016-11-30 | 邵妮 | The wooden partition structure of a kind of container and container, container type prefabricated house |
| CN104192453A (en) * | 2014-04-30 | 2014-12-10 | 邵妮 | A container panel wall structure, a container and a container-type trailer coach |
| CN106167141B (en) * | 2014-04-30 | 2018-03-30 | 邵妮 | The wooden partition structure and its container of a kind of container, container type prefabricated house |
| CN105644979A (en) * | 2016-01-14 | 2016-06-08 | 安徽益邦新材料科技股份有限公司 | Heating type container liquid bag |
| WO2019047755A1 (en) * | 2017-09-08 | 2019-03-14 | 北京鸿通供应链管理有限公司 | Container floor assembly |
| RU195014U1 (en) * | 2019-10-01 | 2020-01-13 | РЕЙЛ 1520 АйПи ЛТД | Removable cargo module of railway vehicle |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203546589U (en) | Steel girder-integral lifting arm prefabricated concrete bridge panel combined girder bridge | |
| US8070004B2 (en) | Container flooring system | |
| CN201972286U (en) | Combined wood floor cover | |
| US9260117B2 (en) | Composite roof conversion | |
| CN201474164U (en) | Combined corrugated web box girder | |
| CN102635060B (en) | Concrete hollow slab bridge reinforced by transverse steel beams | |
| CN201206329Y (en) | Assembled reinforced bar truss template | |
| CN103158726B (en) | It is applicable to the goods train carriage of little gauge | |
| CN102926331B (en) | Concrete hollow slab bridge strengthened by transverse integral clamping connection | |
| CN203639802U (en) | Large-span railway cable-stayed bridge girder structure | |
| CN203716294U (en) | Detachable-type house box | |
| CN109183614B (en) | Cable trough main bearing T-beam composite sidewalk and installation method thereof | |
| WO2019019459A1 (en) | Device for transporting ship superstructure as a whole | |
| CN104228858B (en) | Transport vehicle and vehicle body thereof | |
| CN102251606B (en) | Outer partition wall built by adopting light concrete partition wall boards and construction method thereof | |
| CN103147764B (en) | Sizing end mould plate for second lining of tunnel arch wall | |
| CN205521898U (en) | A spray set for precast beam | |
| CN103114681B (en) | High-altitude long-span reinforced concrete beam treat pouring structure | |
| CN103628639A (en) | Spiral steel frame staircase and manufacturing method thereof | |
| CN104372961A (en) | Anti-seismic integrated lightweight steel construction house | |
| CN204590317U (en) | A kind of steel work exterior wall insulated structure and use the house of this structure | |
| WO2016004887A1 (en) | Lightweight steel structure residential framework system | |
| CN202337344U (en) | Scaffold structure in cargo cabin of bulk cargo ship | |
| CN202913337U (en) | Prestress combination box girder composed of concrete frange plates and corrugated steel webs | |
| CN204703495U (en) | Aluminum alloy pattern plate back cord system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| ASS | Succession or assignment of patent right |
Owner name: SINGAMAS CONTAINER R + D (SHANGHAI) CO., LTD. Free format text: FORMER OWNER: GUANGDONG SHUNANDA TAI PING CONTAINER CO., LTD. Effective date: 20090626 |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20090626 Address after: Building 3, building 2020, 14 Yang Yang Road, Shanghai, Baoshan District, China: 201900 Patentee after: Shengshi Container R & D (Shanghai) Co., Ltd. Address before: Guangdong province Foshan city Shunde District Leliu Town Lelianlu Guangdong shun'anda Taiping Container Co Ltd, zip code: 528322 Patentee before: Guangdong Shun'anda Taiping Cargo Counter Co., Ltd. |
|
| C56 | Change in the name or address of the patentee |
Owner name: SINGAMAS CONTAINER MANAGEMENT (SHANGHAI) CO., LTD. Free format text: FORMER NAME: SHENGSHI CONTAINER R + D (SHANGHAI) CO., LTD. |
|
| CP03 | Change of name, title or address |
Address after: 201900 Shanghai, Baoshan District Bao Yang Road, No. 2, building 2-3, Patentee after: Shengshi Container Management (Shanghai) Co., Ltd. Address before: 201900 building 14, building 2020, 3 Yang Yang Road, Shanghai, Baoshan District Patentee before: Shengshi Container Technology Research and Development (Shanghai) Co., Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090121 Termination date: 20170307 |