CN201254365Y - Structure of rectangle cabin body steel girder element - Google Patents
Structure of rectangle cabin body steel girder element Download PDFInfo
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- CN201254365Y CN201254365Y CNU2008200606083U CN200820060608U CN201254365Y CN 201254365 Y CN201254365 Y CN 201254365Y CN U2008200606083 U CNU2008200606083 U CN U2008200606083U CN 200820060608 U CN200820060608 U CN 200820060608U CN 201254365 Y CN201254365 Y CN 201254365Y
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Abstract
The utility model relates to a structure of a rectangular cabin steel beam component. Generally thin steel plates are bent many times to form the top beam and the bottom beam of a cabin body, but the structure of the prior art is not reasonable, firm and reliable from the point of the rigidity and the strength of the beams. The utility model has the technical scheme that the structure relates to the cross section structure of the steel top beam and the steel bottom beam of a rectangular cabin body. The utility model has the advantages that an open-web shaped thin steel plate top beam designed by ten right angles or break angles which are not 90 degrees is adopted, and the open-web shaped thin steel plate bottom beam structure of ten right break angles is adopted; the design is more reasonable; the structural strength and rigidity of the metal cabin body are both improved; a water collection groove of the steel top beam overcomes the phenomenon of water seepage and leakage in the cabin; a box-side cabin plate is inserted in the groove-shaped structure on the steel bottom beam, the installation is convenient, and the utility model has safety, reliability and stability; the utility model is particularly suitable for an office or living rectangular cabin body of which the box-side cabin plate is provided with a door or window structure.
Description
Technical field
The utility model relates to a kind of structure in freight container field, particularly relates to the structure of the rectangular cabin body of a kind of office, living dual-purpose.
Background technology
In the structure of the large-scale metal cabinet of steel construction piece, the freight container metal cabinet that the usefulness that is applied to live is also arranged, except that structures such as door, window will be arranged are pulled in case side cabin, whole box body all will improve on the standard of rigidity, intensity, to guarantee the personal safety and the installation of various instrument and office equipment, also to make every effort to light and handy, convenient, suitable various climate environments.Prior art generally is to adopt sheet steel to form the back timber and the bottom girder of casing through the multiple tracks bending, add top box angle, column, pressing plate and case side cabin plate and form the metal cabinet of insulation, wherein the steel cap of the general metal cabinet of using always and steel bottom girder all are to adopt the cross section to be seven 90 to spend knuckle design-calculated laced beams, but weigh from the requirement of the rigidity of case beam and intensity and still to owe reasonable and not enough, during the overall fixed assembling, case overhead bin plate, case side cabin plate are to lean against on the knuckle in the outside of case fine strain of millet, solid and reliable inadequately, poor stability.And the case roof construction is flat, and ponding causes the overhead bin plate infiltration cabin in, leaks easily, influence office and the result of use of living.
Summary of the invention
For overcoming above-mentioned the deficiencies in the prior art, it is the purpose of this utility model place that a kind of structure and manufacture method of rectangular cabin body girder steel element are provided, the utility model proposes a kind of new technical scheme, promptly improve the cross section structure that rectangular cabin body comprises the case joist steel framing member of fine strain of millet and steel cap at the bottom of the steel, seven 90 degree knuckle design-calculated empty stomach steel bottom girders are made into nine 90 degree knuckle design-calculated empty stomach steel bottom girders, and be designed to groove shape at assembling box side cabin Ban Chu; Seven 90 degree knuckle design-calculated empty stomach steel caps are made into ten 90 spends or less than 90 degree knuckle design-calculateds empty stomach steel caps.Design after the improvement is more reasonable, and structure is more reliable.The technical solution of the utility model is to come specific implementation by following technical measures, a kind of structure and manufacture method of rectangular cabin body (the seeing accompanying drawing 1) girder steel element of mainly being made up of roof box 1, steel cap 2, case overhead bin plate 3, pressing plate 4, case side cabin plate 5, steel bottom girder 6, case hold plate 7 and wood covering 8 is characterized in that described girder steel element comprises steel cap 2 and steel bottom girder 6; Wherein,
1) steel cap 2 comprises a flanging 201 that is uneven in length, b flanging 202, c flanging 203, d flanging 204, e flanging 205, f flanging 206, g flanging 207, h flanging 208, i flanging 209,2,110 one flangings of j flanging 210 and k flanging, by ten the 90 empty stomach steel caps of spending or be not 90 degree knuckles formation openings, a flanging 201 outer foldings, spend less than 90 with the angle of b flanging 202, b flanging 202 outer foldings, with c flanging 203 angles be 90 the degree, c flanging 203 is rolled over invagination again outside the elder generation of d flanging 204, parallel with e flanging 205, e flanging 205 and f flanging 206, f flanging 206 and k flanging 211, k flanging 211 and j flanging 210 each invagination 90 degree; Acclive roof box 1 with less than 90 the degree knuckles a flangings 201 connect, if having rainwater to flow into c flanging 203 along the slope from roof box 1 is the end, is the groove of dual-side with b flanging 202 and d flanging 204, the groove of this rectangle one circle bonded assembly steel cap 2 becomes " trough " of rectangular cabin body, by the water flow hole of " trough " four jiaos, the plastic round tube that flows into liner in the square flanging column that connects releases (seeing accompanying drawing 2);
2) the steel bottom girder 6, it comprises 6,100 flangings of aa flanging 601, bb flanging 602, cc flanging 603, dd flanging 604, ee flanging 605, ff flanging 606, gg flanging 607, hh flanging 608, ii flanging 609, jj flanging that are uneven in length, by nine 90 empty stomach shape steel bottom girders of spending the opening of knuckles formation, wherein: aa flanging 601 and bb flanging 602, ee flanging 605 and ff flanging 606, ff flanging 606 and 609 3 knuckles of ii flanging are that outwards folding 90 is spent, and six knuckles between remaining each bar flanging all are to invagination 90 degree; The length relation of each bar flanging is a jj flanging 610〉cc flanging 603〉bb flanging 602〉ff flanging 606〉dd flanging 604〉aa flanging 601〉gg flanging 607〉ee flanging 605, ee flanging 605=hh flanging 608=ii flanging 609; Ff flanging 606 is formed groove shape (seeing accompanying drawing 3) with the ee flanging 605 and the ii flanging 609 at two ends;
Good effect of the present utility model has been to adopt ten 90 degree or has not been 90 degree knuckle design-calculateds shape sheet steel steel cap and nine 90 empty stomach shape sheet steel steel structure of bottom girder of spending knuckles on an empty stomach, it is more reasonable to embody design, the structural strength and the rigidity of metal cabin body all have raising, on the steel bottom girder of bathtub construction, insert case side cabin plate, easy for installation, safe and reliable, stability might as well; " trough " design of steel cap has also overcome the infiltration in the cabin, the existing picture that leaks, and the office of door, window construction, the use that rectangular cabin body is used in life are arranged on the plate of the suitable especially case side cabin of the utility model.
Description of drawings
The utility model is described in further detail below in conjunction with drawings and Examples.
The schematic partial cross-sectional view of an embodiment of the structure assembling of Fig. 1, the utility model rectangular cabin body girder steel element;
The schematic cross-section of an embodiment of steel cap structure in Fig. 2, the utility model rectangular cabin body girder steel element;
The schematic cross-section of an embodiment of steel structure of bottom girder in Fig. 3, the utility model rectangular cabin body girder steel element;
The meaning that legend mark in the accompanying drawing respectively is expressed as follows:
1, roof box; 2, steel cap; 3, case overhead bin plate; 4, pressing plate; 5, case side cabin plate; 6, steel bottom girder; 7, case hold plate; 8, wood covering;
Each flanging of steel cap 2: 201, a flanging; 202, b flanging; 203, c flanging; 204, d flanging; 205, e flanging; 206, f flanging; 207, g flanging; 208, h flanging; 209, i flanging; 210, j flanging; 211, k flanging;
Each flanging of steel bottom girder 6: 601, aa flanging; 602, bb flanging; 603, cc flanging; 604, dd flanging; 605, ee flanging; 606, ff flanging; 607, gg flanging; 608, hh flanging; 609, ii flanging; 610, jj flanging.
The specific embodiment
Below in conjunction with embodiment and accompanying drawing 1,2,3,4,5, the utility model is further described:
An embodiment of the present utility model be a kind of by roof box 1, steel cap 2, case overhead bin plate 3, pressing plate 4, case side cabin plate 5, steel bottom girder 6, case hold plate 7, wood covering 8 add door is arranged on the case side cabin plate 5 that top box angle and square tube column assemble up, fenestrate open-air earthquake relief work on-the-spot use do the common module body; Wherein,
1) adopts opening that the Q235 sheet steel of 3mm is rolled into again steel cap 2 on an empty stomach behind slitting, its cross section is a flanging 201 that is uneven in length, b flanging 202, c flanging 203, d flanging 204, e flanging 205, f flanging 206, g flanging 207, h flanging 208, i flanging 209,2,110 one flangings of j flanging 210 and k flanging are formed, constitute the empty stomach steel cap 2:a flanging 201 outer foldings of openings by ten 90 degree or less than 90 degree knuckles, with the angle of b flanging 202 be 79 degree, b flanging 202 outer foldings, with c flanging 203 angles be 90 the degree, c flanging 203 is rolled over invagination (twice knuckle is 121 degree) again outside the elder generation of d flanging 204, parallel with e flanging 205, e flanging 205 and f flanging 206, f flanging 206 and k flanging 211, k flanging 211 and j flanging 210 each invagination 90 degree; Each knuckle fillet R of flanging is 3mm; Acclive roof box 1 connects with a flanging 201 of 79 degree knuckles, if having rainwater to flow into c flanging 203 along the slope from roof box 1 is the end, is the groove of dual-side with b flanging 202 and d flanging 204, the groove of this rectangle one circle bonded assembly steel cap 2 becomes " trough " of rectangular cabin body, by the water flow hole of " trough " four jiaos, the pipe of moulding that flows in the square flanging column that connects releases out of my cabin.Each flanging width dimensions of steel cap 2 is respectively: a flanging 201=25mm; B flanging 202=42mm; C flanging 203=115mm; D flanging 204=30mm; E flanging 205=25mm; F flanging 206=180mm; G flanging 207=30mm; H flanging 208=37mm; I flanging 209=30mm; J flanging 210=45mm; K flanging 211=45mm;
2) steel bottom girder 6 adopts the Q235 sheet steel volume of thick 3mm through slitting, be cut into wide for the rectangular steel band of 545mm, elder generation is through the leveling of two flat rolls, then through crouching of finalizing the design in 14 roads in 14 groups of gantry memorial archways, upright roller rolling of rolling the mould roll, with ii flanging 610 is the end, each flanging of two ends is by road perk bending, the finishing tough moulding, make as shown in Figure 3 comprise aa flanging 601, bb flanging 602, cc flanging 603, dd flanging 604, ee flanging 605, ff flanging 606, gg flanging 607, hh flanging 608, ii flanging 609, the empty stomach shape steel structure of bottom girder spare of 6,100 flangings of jj flanging; Three knuckles of aa flanging 601 and bb flanging 602, ee flanging 605 and ff flanging 606, ff flanging 606 and ii flanging 609 are that outwards folding 90 is spent, and six knuckles between remaining each bar flanging all are to invagination 90 degree; Ff flanging 606 is formed groove shape with the ee flanging 605 and the ii flanging 609 at two ends, be used to be inserted with the case side cabin plate 5 of the colored steel surface PVC foam plastics core of door, window member, each knuckle fillet R of flanging is 3mm, and rectangular cabin body steel bottom girder 2 each flanging width are of a size of aa flanging 601=40mm, bb flanging 602=70mm, cc flanging 603=140mm, dd flanging 604=50mm, ee flanging 605=23mm, ff flanging 606=63mm, gg flanging 607=27mm, hh flanging 608=23mm, ii flanging 609=23mm, jj flanging 610=150mm.
The steel cap 2 of rectangular cabin body and the lengthwise dimension of steel bottom girder 6 are 5678mm, and Width is of a size of 2088mm.
Claims (4)
1. the structure of a rectangular cabin body girder steel element of mainly being made up of roof box [1], steel cap [2], case overhead bin plate [3], pressing plate [4], case side cabin plate [5], steel bottom girder [6], case hold plate [7] and wood covering [8] is characterized in that described girder steel element comprises steel cap [2] and steel bottom girder [6]; Wherein,
1) steel cap [2] comprises a flanging [201] that is uneven in length, b flanging [202], c flanging [203], d flanging [204], e flanging [205], f flanging [206], g flanging [207], h flanging [208], i flanging [209], 11 flangings of j flanging [210] and k flanging [211], by ten the 90 empty stomach steel caps of spending or be not 90 degree knuckles formation openings, the outer folding of a flanging [201], spend less than 90 with the angle of b flanging [202], the outer folding of b flanging [202], with c flanging [203] angle be 90 the degree, c flanging [203] is rolled over invagination again outside the elder generation of d flanging [204], parallel with e flanging [205], e flanging [205] and f flanging [206], f flanging [206] and k flanging [211], each invagination 90 degree of k flanging [211] and j flanging [210]; Acclive roof box [1] connects with a flangings [201] less than 90 degree knuckles, is the end, is " trough " that the groove of dual-side becomes rectangular cabin body with b flanging [202] and d flanging [204] with c flanging [203];
2) steel bottom girder [6], it comprises the aa flanging [601] that is uneven in length, bb flanging [602], cc flanging [603], dd flanging [604], ee flanging [605], ff flanging [606], gg flanging [607], hh flanging [608], ii flanging [609], [610] ten flangings of jj flanging, empty stomach shape steel bottom girder by nine 90 degree knuckle formation openings, wherein: aa flanging [601] and bb flanging [602], ee flanging [605] and ff flanging [606], [609] three knuckles of ff flanging [606] and ii flanging are that outwards folding 90 is spent, and six knuckles between remaining each bar flanging all are to invagination 90 degree; The length relation of each bar flanging is jj flanging [610]〉cc flanging [603]〉bb flanging [602]〉ff flanging [606]〉dd flanging [604]〉aa flanging [601]〉gg flanging [607]〉ee flanging [605], ee flanging [605]=hh flanging [608]=ii flanging [609]; Ff flanging [606] is formed groove shape with the ee flanging [605] and the ii flanging [609] at two ends.
2. the structure of rectangular cabin body girder steel element according to claim 1 is characterized in that it is that SS400 or Q235 roll of steel plate are processed into that described steel cap [2] and steel bottom girder [6] adopt material.
3. the structure of rectangular cabin body girder steel element according to claim 1 is characterized in that the steel plate thickness that described steel cap [2] and steel bottom girder [6] adopt is 3mm.
4. the structure of rectangular cabin body girder steel element according to claim 1 is characterized in that the knuckle of described steel cap [2] and each flanging of steel bottom girder [6], and its fillet R is 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200606083U CN201254365Y (en) | 2008-06-25 | 2008-06-25 | Structure of rectangle cabin body steel girder element |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200606083U CN201254365Y (en) | 2008-06-25 | 2008-06-25 | Structure of rectangle cabin body steel girder element |
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| Publication Number | Publication Date |
|---|---|
| CN201254365Y true CN201254365Y (en) | 2009-06-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200606083U Expired - Lifetime CN201254365Y (en) | 2008-06-25 | 2008-06-25 | Structure of rectangle cabin body steel girder element |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107090990A (en) * | 2017-03-27 | 2017-08-25 | 厦门正黎明冶金机械有限公司 | A kind of processing method of residence type container top structure |
| CN109592241A (en) * | 2018-12-07 | 2019-04-09 | 福建中兴专用车制造有限公司 | The mounting structure and its installation method of container alloy bottom plate |
| US11649109B2 (en) | 2015-12-29 | 2023-05-16 | Singamas Container Holdings (Shanghai), Ltd. | Top side beam of container and container |
-
2008
- 2008-06-25 CN CNU2008200606083U patent/CN201254365Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11649109B2 (en) | 2015-12-29 | 2023-05-16 | Singamas Container Holdings (Shanghai), Ltd. | Top side beam of container and container |
| CN107090990A (en) * | 2017-03-27 | 2017-08-25 | 厦门正黎明冶金机械有限公司 | A kind of processing method of residence type container top structure |
| CN109592241A (en) * | 2018-12-07 | 2019-04-09 | 福建中兴专用车制造有限公司 | The mounting structure and its installation method of container alloy bottom plate |
| CN109592241B (en) * | 2018-12-07 | 2020-06-09 | 福建中兴专用车制造有限公司 | Installation structure and installation method of alloy bottom plate of container |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20090610 Effective date of abandoning: 20080625 |