CN202831672U - Detachable movable building with outer frame type composite frame structure - Google Patents
Detachable movable building with outer frame type composite frame structure Download PDFInfo
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- CN202831672U CN202831672U CN 201220390716 CN201220390716U CN202831672U CN 202831672 U CN202831672 U CN 202831672U CN 201220390716 CN201220390716 CN 201220390716 CN 201220390716 U CN201220390716 U CN 201220390716U CN 202831672 U CN202831672 U CN 202831672U
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Abstract
The utility model relates to a detachable movable building with an outer frame type composite frame structure. The detachable movable building comprises a floor frame and a light steel building outer frame structural frame. The main structure of the floor frame is inner uprights and pre-cast roof panels. The inner uprights are symmetrically supported at four corners of each pre-cast roof panel; and the pre-cast roof panels are spliced with each other to form each floor, so that a building partition layer is formed. The building outer frame mainly comprises outer uprights, inverted Y-shaped steel beams and roof cross beams. The outer uprights are placed on the external sides of the pre-cast roof panels; the inverted Y-shaped steel beams are mounted at the top of the building; and the roof cross beams are mounted on the slope of the inverted Y-shaped steel beams in parallel in an equally spaced way. According to the utility model, after a main body frame structure is assembled on a construction site, a wall body is built by bricks and then the main body frame structure is decorated into a movable building through the adoption of doors, windows, water, electricity, air conditioners, communication, fire fighting, solar energy and so on. The detachable movable building has the advantages of complete functions and stable structure, and can be widely applied to the various fields, such as petroleum, exploration, archaeology, building, training, tourism, hospitals, earthquake relief works and refugee salvage.
Description
Technical field:
A kind of dismantled and assembled mobile building of outer frame compound frame structure relates to the house building field, a kind of new design of especially relevant mobile building building structure.
Background technology:
The building of outer frame steel structure frame designs in the heavy construction at home and abroad utilization more, and just, people did not also attempt in the construction of mobile building so far.
Mobile building mostly is removable light steel frame now, and its main feature is to support the building body structure design of soft steel board framework with light steel post.Especially, as the Removable light steel structure Activities building (patent No.: 200520109037.4).This design, the aspect such as its wall, post design scheme combining use very ingeniously, still, still have the dwelling environment discomfort, and the floor number of plies is limited is not enough.Add composite color steel plate groove embedded mode such as metope column C shaped steel and just have the problem of cold bridge, the steel plate of interior wall face can cause the energy exchange of indoor and outdoor by UNICOM's effect of C shaped steel.
Summary of the invention:
The compound frame structural concept that the utility model has adopted body inside and outside frame structure system in building to combine, by improving the structure design of mobile building integral body, provide a kind of building body structure stable, used function very near the removable mobile building of general building constructions form.In order to not enough problems such as the antidetonation that solves previous mobile building, insulation, noise reduction, the restrictions of the floor number of plies.
The technical scheme that the utility model technical solution problem is taked is achieved in that
The dismantled and assembled mobile building of outer frame compound frame structure is comprised of floor framework and light steel building external mount structure framework two parts.
Described floor framework is main member by inner column and prefabricated room panel.The inner column symmetric support consists of the frame construction of the multilayer flooring that is supported by many inner columns at the Si Jiaochu of each prefabricated room panel.The several piece prefabricated room panel is spliced into every first floor face, forms building body interlayer.
The external framework in described building mainly is comprised of outer column, herringbone girder steel and roof beams.Outer column places the prefabricated room panel outside, is positioned on the same fore-and-aft plane with inner column.The herringbone girder steel is contained in the building top, and each root herringbone girder steel two ends all is connected with inner column, the outer column of both sides.Roof beams is vertical with the herringbone girder steel, and parallel equidistant is installed on herringbone girder steel domatic.Described compound frame structure is by a kind of pre-manufactured steel connecting elements outer column and inner column successively to have been carried out being connected near the contraposition, and floor framework and light steel building external mount structure framework two parts are connected closely, forms the integrative-structure of new combined type.Its particularity is: described building general frame structure has a bearing capacity large for the refitting combined type, the distinguishing feature that stability is strong.
Inner prop supports, and the column jacket stability maintenance is shared hand in hand, jointly constructs a stable building body frame construction.Thereby the realization mobile building is close to general building constructions, reaches the once leap that the mobile building structure is used performance.
The utility model is after being assembled into the main frame structure of building constructions by the Steel section member of plant produced processing and prefabricated room panel to building-site, use again the brick masonry body of wall, fit up into very mobile building near general building constructions form with building materials such as door, window, water, electricity, air-conditioning, telecommunications, fire-fighting, solar energy.
The utility model structure is simple and direct, designs ingeniously, has improved the class of construction of mobile building, makes it more near general building types, perfect in shape and function, Stability Analysis of Structures.The building floorarea ratio obviously improves, and the exterior design form of building general layout design form and building is more flexible.Can be in oil, exploration, archaeology, building, training, tourism, hospital, earthquake relief work, the multi-field extensive utilizations such as refugee's relief.
Description of drawings:
Fig. 1: the utility model mobile building front schematic view.
Fig. 2: mobile building schematic rear view.
Fig. 3: mobile building flooring position view.
Fig. 4: mobile building side schematic view.
Fig. 5: the A-A sectional view among Fig. 3.
Fig. 6: the B-B sectional view among Fig. 5; Be inner column, outer column and prepared roofing board assembling structure sectional view.
Number among the figure: 1, prefabricated room panel, 2, inner column, 3, the steel connecting elements, 4, outer column, 5, grade beam, 6, stair, 7, the herringbone girder steel, 8, roof beams, 9, the Saint Andrew's cross beam, 10, brick wall, 11, window, 12, roofing slab, 13, guardrail, 14, bolt, 15, door.
The specific embodiment:
Referring to Fig. 1-Fig. 6, the dismantled and assembled mobile building of outer frame compound frame structure is comprised of the external framework two parts of floor framework and building.Described floor framework is main member by inner column 2 and the prefabricated room panel 1 of i-beam structure.Inner column 2 symmetric support run through prefabricated room panel 1 at the Si Jiaochu of each prefabricated room panel 1, stand on about the whole building, thereby formation are by the frame construction of the multilayer flooring of many inner columns 2 supports.Several piece prefabricated room panel 1 is spliced into every first floor face, forms building body interlayer.Wherein, described inner column 2 every long 2.5M-3M, the upper and lower end face is fixed together by axial pin and prefabricated room panel 1; Described prefabricated room panel 1 is the precast unit of primary-secondary beam embedding structure.
The external framework in described building mainly is comprised of outer column 4 and Saint Andrew's cross beam 9, herringbone girder steel 7 and roof beams 8 etc.Described outer column 4, Saint Andrew's cross beam 9, herringbone girder steel 7 and roof beams 8 are lightweight steel component.Outer column 4 is the square steel structure, places prefabricated room panel 1 outside, is positioned on the same fore-and-aft plane with inner column 2; Outer column 4 is up and down one whole.Herringbone girder steel 7 is contained in the building top, and each root herringbone girder steel 7 two ends all is connected with inner column 2, the outer column 4 of both sides.Roof beams 8 is the square steel structure, and parallel equidistant is installed on herringbone girder steel 7 domatic, and every roof beams 8 is used for giving support to a roof plate 12 through all herringbone girder steels 7 and vertical with herringbone girder steel 7.Assembling between described outer column 4, herringbone girder steel 7 and the roof beams 8 makes the external frame shape in building structure in aggregates.The outermost of the building external framework parallel with roof beams 8 is that the external framework in building is positive, is the external frame facet in building with the outermost of the positive vertical external framework in building of the external framework in building.External framework front and side are assembled with Saint Andrew's cross beam 9 in the building, are used for strengthening the resistance to overturning of outside framework structure, in order to satisfy the structural rigidity demand, play part gravity and the anti-effect of waving of sharing.
Further explain:
The concrete connected mode of floor framework is shown in Fig. 5,6, upper and lower at each corner location of prefabricated room panel 1 respectively has an inner column 2, the inner column 2 of below supports an angle of prefabricated room panel 1 bottom surface, and the inner column 2 of top drops on the ground of prefabricated room panel 1.Support level at prefabricated room panel 1 has reserving hole; The upper and lower port of inner column 2 has coaxial pin up and down.Be plugged in prefabricated room panel 1 reserving hole.
The concrete connected mode of the external framework in light steel building shown in Fig. 1,2,4,5, outer column 4 by ground from bottom to top to roof be one whole, outer column 4 upper port of same longitudinal profile both sides are dropped on respectively at the two ends of herringbone girder steel 7, with bolt 14 lockings.Be equipped with roofing slab 12 at herringbone girder steel 7 tops.Roof beams 8 is the whole piece square steel pipe slightly longer than building body, and parallel being distributed on the herringbone girder steel 7 run through all herringbone girder steels 7; Each node makes outside framework form overall structure with bolt 14 lockings, and is used for giving support to a roof plate 12; Roofing slab 12 general available color steels.
Saint Andrew's cross beam 9 is the square steel pipe that " X " type intersects, and also is and 14 lockings of outer column 4 usefulness bolts, is used for the structural strengthening of outside framework.
The concrete connected mode of inside and outside frame structure system wherein Figure 6 shows that inner column 2, outer column 4 and prefabricated room panel 1 package assembly sectional view shown in Fig. 5,6.
The concrete connected mode of inside and outside frame structure system has 3 kinds of forms: the first form is to be equipped with steel connecting elements 3 between relative inner column 2 and the outer column 4, and bolt 14 is locked at inner column 2 and outer column 4 both sides of steel connecting elements 3; Inner column 2, prefabricated room panel 1 and outer column 4 are secured together.The second form is by grade beam 5 inner column 2 to be connected with outer column to carry out the basis connection at axis direction; The third form is to carry out neighbour connection by roof herringbone girder steel 7 is connected inner column 2 with outer column top at axis direction.All with bolt 14 connecting portion is locked.By the integrated design of couple structure, make the building overall structure neither simple outer frame structure also not exclusively has the inner frame structure feature, but a kind of frame construction concept with combined type of two column forms.
The concrete connected mode of stair 6 is shown in Fig. 2,3, stair 6 are installed between the levels floor, and stair 6 are comprised of step ladder and guardrail, and step ladder and guardrail all are prefabricated units, stair 6 upper and lower openings divide and are connected between the levels floor, and upper and lower mouthful with outer column 4 support and connection; Two side positions are fastening by bolt 14 with inner column 2 and outer column 4 respectively in the middle of the step ladder.The guardrail 13 of stair places on the stair 6, is close to the inboard and is fastenedly connected with bolt 14.Why stair 6 select recess to install, and the design scheme that two is discrete mainly is the construct column that forms by staircase structure, and whole building is played anchor spike, accomplishes that a material is dual-purpose.
The concrete connected mode of guardrail 13 is shown in Fig. 1,2,4, and the guardrail 13 in balcony front and the guardrail 13 in corridor all are arranged between two outer columns 4; Balcony side guardrail 13 is arranged between inner column 2 and the outer column 4; Stair railing 13 is arranged on the both sides of stair 6, all is fastenedly connected at two ends with bolt 14.Particularity around here is that balcony and pavement do not adopt the general independent processing way of Steel section member, but by the integrated design of prefabricated room panel, has reduced in a large number production, transportation, installation cost.
The connection of roofing slab is mated formation roofing slab 12 on roof beams 8, and tooled joint assembly unit between the roofing slab 12 is worn prefabricated room panel 12 with bolt 14 along the projection pressing belt and is fastenedly connected by root with roof beams 8.
The connected mode of described each member of the present utility model is bolton.
After the building main building framework structure that is assembled into to building-site by the Steel section member of plant produced processing and precast floor slab, again on floor according to the room design wall 10 of laying bricks, on brick wall 10 according to layout setting door 15 and the window 11 in room.Fit up into very mobile building near general building constructions form with materials such as door, window, water, electricity, air-conditioning, telecommunications, fire-fighting, solar energy at last.
The below makes installation instructions with specific embodiment:
A kind of Specific construction scheme of dismantled and assembled mobile building of outer frame compound frame structure is (take three layers of building as example):
Construction of the present utility model is from element task, at first according to load-bearing, specification, the size of the concrete condition design grade beams 5 such as the comprehensive deadweight of geological exploration data, building body and room distribution, such as Fig. 5 example.Grade beam 5 at the scene formwork is built, but also lay prefabricated units are pressed the parallel distribution of axis.
As shown in Figure 3, two rows' inner column 2 is installed at the inboard pedestal of grade beam 5, on grade beam pedestal 5, fastening with nut check stone bolt 14.Shown in Fig. 3,5, require prefabricated room panel 1 is lifted on respectively first floor inner column 2 upper ends by a side according to the order of sequence, fell in four jiaos minutes; Lower port with two layers of inner column 2 is plugged on the first floor inner column 2 every prefabricated room panel 1 again, with bolt 14 lockings.So carry out two layers flooring construction.At the outside of grade beam 5 pedestal, set up both sides outer column 4, on grade beam pedestal 5, with nut check stone bolt 14.Steel member 3 is installed again links together inner column 2 and outer column 4.
Three floor faces so method of also mating formation.
Constructing shown in Fig. 2,5 of building roof, top at three layers of inner column 2 and outer column 4 lifts ceiling herringbone girder steel 7 on it, the two ends of herringbone girder steel 7 and inner column 2 are connected with outer column and are connected respectively, with bolt 14 lockings, several herringbone girder steel 7 parallel, equidistant installations.Two of herringbone girder steel 7 tops are domatic to set up respectively several roof beams 8, in herringbone girder steel 7 intersections with bolt 14 lockings.Roof beams 8 is vertical with herringbone girder steel 7, parallel even distribution, and each roof beams 8 all runs through all herringbone girder steels 7.Roofing slab 12 distributes and mats formation on roof beams 8, and the scrap (bridge) block-by-block is installed successively, wears roofing slab 12 with bolt 14 along projection whip stitch band and is fastened on the roof beams 8.So far, building body chassis body structure is finished.
The construction of stair 6 is the notch position of mating formation at floor shown in Fig. 2,3,5, and in setting up stair 6 between two prefabricated room panels 1 up and down, guardrail 13 is installed in stair 6 both sides.The opposite Liang Chu, the building that set up stair external frame facet two places in external framework front amount to 4 positions installation Saint Andrew's cross beams 9 in the building.At balcony and corridor, the back side, building guardrail 13 is installed successively.The agent structure of building is namely accused and is finished.
Again, build exactly brick wall 10 by laying bricks or stones and the later stage finishing work such as door 15, window 11 are installed, until building totally completes.
Claims (5)
1. the dismantled and assembled mobile building of an outer frame compound frame structure is comprised of floor framework and light steel building external mount structure framework two parts, it is characterized in that:
Described floor framework is main member by inner column (2) and prefabricated room panel (1); Inner column (2) symmetric support consists of the frame construction of the multilayer flooring that is supported by many inner columns (2) at the Si Jiaochu of each prefabricated room panel (1); Several piece prefabricated room panel (1) is spliced into every first floor face, forms building body interlayer;
The external framework in described building mainly is comprised of outer column (4), herringbone girder steel (7) and roof beams (8); Outer column (4) places prefabricated room panel (1) outside, is positioned on the same fore-and-aft plane with inner column (2); Herringbone girder steel (7) is contained in the building top, and each root herringbone girder steel (7) two ends all is connected with inner column (2), the outer column (4) of both sides; Roof beams (8) is vertical with herringbone girder steel (7), and parallel equidistant is installed on herringbone girder steel (7) domatic.
2. mobile building according to claim 1, it is characterized in that: described inner column (2) is i-beam structure, every long 2.5M-3M, the upper and lower end face is fixed together by axial pin and prefabricated room panel (1).
3. mobile building according to claim 1 is characterized in that: described outer column (4) is the square steel structure, and outer column (4) is up and down one whole.
4. mobile building according to claim 1, it is characterized in that: be equipped with steel connecting elements (3) between relative inner column (2) and the outer column (4), bolt (14) is locked at inner column (2) and outer column (4) both sides of steel connecting elements (3); Inner column (2), prefabricated room panel (1) and outer column (4) are secured together.
5. mobile building according to claim 1, it is characterized in that: external framework is assembled with Saint Andrew's cross beam (9) in the building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220390716 CN202831672U (en) | 2012-08-09 | 2012-08-09 | Detachable movable building with outer frame type composite frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220390716 CN202831672U (en) | 2012-08-09 | 2012-08-09 | Detachable movable building with outer frame type composite frame structure |
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| CN202831672U true CN202831672U (en) | 2013-03-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 201220390716 Expired - Fee Related CN202831672U (en) | 2012-08-09 | 2012-08-09 | Detachable movable building with outer frame type composite frame structure |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103981948A (en) * | 2013-06-14 | 2014-08-13 | 四川鹏润环保科技有限公司 | Movable and dismountable mobile house |
| CN104947794A (en) * | 2015-07-07 | 2015-09-30 | 林娟 | Aluminum-alloy and steel structure house capable of being assembled, disassembled, moved and reassembled |
| CN106917451A (en) * | 2017-03-21 | 2017-07-04 | 中国航空规划设计研究总院有限公司 | The anti-seismic frame structure system and its construction method of a kind of one side corridor tier building |
| CN107268778A (en) * | 2017-08-14 | 2017-10-20 | 庞众 | Assemblnig mobile building |
| CN109057001A (en) * | 2018-08-31 | 2018-12-21 | 中国矿业大学 | A kind of assembled building, assembly method and extinguishing method convenient for controlling fire behavior |
-
2012
- 2012-08-09 CN CN 201220390716 patent/CN202831672U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103981948A (en) * | 2013-06-14 | 2014-08-13 | 四川鹏润环保科技有限公司 | Movable and dismountable mobile house |
| CN103981948B (en) * | 2013-06-14 | 2017-09-08 | 杨彬 | One kind is removable, detachable prefabricated house |
| CN104947794A (en) * | 2015-07-07 | 2015-09-30 | 林娟 | Aluminum-alloy and steel structure house capable of being assembled, disassembled, moved and reassembled |
| CN106917451A (en) * | 2017-03-21 | 2017-07-04 | 中国航空规划设计研究总院有限公司 | The anti-seismic frame structure system and its construction method of a kind of one side corridor tier building |
| CN107268778A (en) * | 2017-08-14 | 2017-10-20 | 庞众 | Assemblnig mobile building |
| CN109057001A (en) * | 2018-08-31 | 2018-12-21 | 中国矿业大学 | A kind of assembled building, assembly method and extinguishing method convenient for controlling fire behavior |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Yang Baogang Document name: Notification of Termination of Patent Right |
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| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130327 Termination date: 20130809 |