CN104988989B - Movable building structure and making method thereof - Google Patents
Movable building structure and making method thereof Download PDFInfo
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- CN104988989B CN104988989B CN201510428048.7A CN201510428048A CN104988989B CN 104988989 B CN104988989 B CN 104988989B CN 201510428048 A CN201510428048 A CN 201510428048A CN 104988989 B CN104988989 B CN 104988989B
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Abstract
The invention relates to a movable building structure and a making method thereof. The movable building structure is characterized in that the movable building structure comprises a bearing frame and a building enclosure fixedly connected to the bearing frame through bolts, and a doorway for mounting a door or a window opening for mounting a window is formed in the building enclosure according to the position of the door or the window; the bearing frame comprises stand columns, main girders connected between the stand columns and secondary girders connected between the main girders; the stand columns, main girders and secondary girders are each provided with two pairs of box iron arranged at intervals and with inwards-turned edges, the cold-formed thin walls of the box iron are in a C shape, two wings of one pair of box iron are welded to the backs of two webs of the other pair of box iron, the inner surfaces of the stand columns, or the main girders or the secondary girders are enclosed to form a through strip-shaped cavity, and the section of the cavity is square or rectangular; the stand columns and the main girders are each provided with a plurality of brackets and connection plates with mounting holes at intervals in a welded mode, and the bottom of each stand column is fixedly connected with a column foot; the two ends of each main girder and the secondary girder are each provided with a head plate with mounting holes in a welded mode. The multi-layer movable building structure can be used temporarily as well as permanently.
Description
Technical field
The present invention relates to a kind of building structure and preparation method thereof, can be used as provisional especially with regard to one kind, and energy
As permanent movable building structure and preparation method thereof.
Background technology
Existing architecture structure form is broadly divided into two kinds of civil engineering structure and steel construction.Civil engineering structure be divided into post and panel structure,
Brick mix structure, reinforced concrete structure etc., the civil engineering structure self-building cycle is long, not recoverable, and environmental pollution is big, antidetonation
Poor performance.Steel construction is divided into light steel shear wall structure and weight steel bearing frame, and the construction period of steel construction is short, and portion of material can be returned
Receive and utilize, anti-seismic performance is good but poor from great, activeness, it is impossible to which assembly and disassembly repeatedly are used, and fire protecting performance is poor.
The content of the invention
For the problems referred to above, it is an object of the invention to provide one kind can repeatedly assemble and disassemble utilization, and construction method is simply fast
Prompt movable building structure and preparation method thereof.
For achieving the above object, the present invention takes technical scheme below：A kind of movable building structure, it is characterised in that：
It includes bearing frame, is bolted to connection the building enclosure of the bearing frame, in the building enclosure according to door or
The position of window, offers the doorway or window for installing door and window；The bearing frame includes column, is connected between the column
Girder, the secondary beam being connected between the girder；Each column, girder and secondary beam include two pairs of spaced clod washes
The C-shaped channel-section steel with interior crimping of thin-walled, the both wings of channel-section steel described in one pair of which are welded on another two webs to the channel-section steel and carry on the back
Portion, by the inner surface of the column or girder or secondary beam an elongated cavity is respectively enclosed to, and the cross sectional shape of the cavity is
Square or rectangle；The longitudinally spaced of each column is welded with some brackets and the connecting plate with installing hole, Mei Yisuo
The lateral separation for stating girder is welded with the two ends point of some brackets and the connecting plate with installing hole, each girder and secondary beam
It is not welded with a head plate with installing hole；The girder two ends are seated in the bracket top of column described in adjacent two, and lead to
Cross bolt to be fixedly connected on the column through the connecting plate and head plate；The secondary beam two ends are seated in two adjacent masters
The bracket top of beam, and be fixedly connected on the girder through the connecting plate and head plate by bolt, and the secondary beam
Top is concordant with girder top；A suspension column is fixedly connected with the bottom of each column.
Each suspension column includes a base plate, sleeve is passed through and weld at the center of the base plate, positioned at the bottom
Described sleeve pipe above plate is plugged in the cavity of the column bottom, and the column is fixed on into the base plate by welding
On, a vertical channel-section steel stiffening plate is respectively welded at each notch of the column bottom, mend with the vertical channel-section steel in the base plate
Four ribs are welded between strong plate；Described sleeve pipe below the base plate, on the basis of being plugged in during for in-site installation
Concave station in, and on the basis of by chemical bolt the base plate is fixed on.
When the bearing frame is multiple structure, one group of connecting elements is set in the junction per column described in two, its bag
Include the flat board being welded in the cavity on column top described in lower floor, be supported on the flat board and with described in lower floor column top
The integrally welded sleeve pipe in cavity port, the transverse channel steels stiffening plate being welded at each notch in column connection end described in two；Two
When the column connects, the described sleeve pipe at the top of column described in lower floor is inserted in the cavity of column bottom described in upper strata, and point
Not Tong Guo bolt be fixedly connected through the connecting hole on the transverse channel steels stiffening plate that is respectively oppositely arranged it is integral.
The building enclosure includes wall body keel, Side fascia, lining, roof boarding and floor plates；The wall body keel is consolidated
Surely it is connected on the column and girder of the bearing frame outermost, the lining, Side fascia are separately fixed at described
The medial and lateral of wall body keel；The floor plates are fixedly connected on per layer of the girder and secondary beam；The roof boarding is fixed and connected
It is connected on the girder and secondary beam of the top of the bearing frame；The lining, Side fascia and the wall body keel it
Between, it is the floor plates of the bottom and the girder of bottom, secondary between the roof boarding and the girder, the secondary beam of top layer
Equal filling heat insulator between beam.
The lining, Side fascia, floor plates and roof boarding adopt high-strength fabric cement pressure plare, the adiabator
Using fire retardant extruded sheet.
A kind of manufacture method of movable building structure, it is comprised the following steps：1) according to the preset basis of post network plane figure,
One hollow out flat board is set in basic upper surface, a concrete concave station is set at base center, the hollow out flat board on the basis of control exists
In same plane, the pre-buried chemical bolt of surrounding；2) sleeve pipe below column root-plate is inserted inside the concave station on basis, by suspension column
On the basis of base plate is fixedly connected on by chemical bolt, and it is sequentially completed the installation of other columns；3) each girder two is sat up straight
Fall at the top of the bracket of two adjacent upright, and fixed at girder two ends through connecting plate and the installing hole of head plate by bolt
On two columns；4) each secondary beam two ends are seated in the bracket top of two adjacent girders, and by bolt through company
The installing hole of fishplate bar and head plate, secondary beam two ends are fixedly mounted on two girders, and secondary beam top is concordant with girder top；5)
Each floor plates are bolted on per layer of girder and secondary beam, between the floor plates and girder, secondary beam of the bottom
Filling heat insulator；6) wall body keel of building enclosure is fixed on the column and girder of bearing frame outermost, by exterior wall
Plate is bolted on the outside of wall body keel, and lining is bolted on the inner side of wall body keel, in Side fascia, interior
Filling heat insulator between wallboard and wall body keel；7) roof boarding is bolted on the girder and secondary beam of top layer,
Filling heat insulator in the girder of roof boarding and top, secondary beam.
The bearing frame adopts galvanizing thin-walled cold-rolled steel sheet for base material, is made by the tooling device of cold roll forming.
Due to taking above technical scheme, it has advantages below to the present invention：1st, the present invention is due to by all bearing frames
Each part using the mode that is fastenedly connected of bracket supports, connecting plate with holes and bolt, therefore can not only realize the present invention
Assembly and disassembly repeatedly, the goal of the invention of recycling, and can greatly reduce the shearing force of bearing frame strengthens overall structure
Safety.2nd, the present invention is due to each part of all bearing frames being produced using factory normalization, medelling, and then shape
Into the different size series of same unit type, therefore not only the column or girder or secondary beam of the same specification of same kind can
With any used interchangeably, make the installation of whole building structure very convenient；And three-dimensional combination in any can be realized, it is full
The requirement of the various architectural compositions of foot.3rd, column of the invention is due to using through type cavity structure, thus not only can by
The mode of locating sleeve is set in cavity, increases the shear resistance of column, and can weld in the relative each notch of two columns
The transverse channel steels stiffening plate in tape splicing hole, and be bolted connection, realize the column in the case where mechanics is allowed any group
Close and lengthen.4th, the present invention due to the section of each bearing structure be in symmetry, therefore main shaft all hearts in cross section, in equal material
In the case of material wall thickness and equal outer profile size, its cross sectional moment of inertia Ix、IyIt is bigger than the cross sectional moment of inertia of other shaped steel；The radius of gyration in section becomes big, and the slenderness ratio in section diminishes, therefore bearing carrier cross section property
More preferably, bearing capacity is higher for excellent, stability.5th, due to being welded with sleeve pipe on the base plate of suspension column of the present invention, the lower end of sleeve pipe is inserted
In the concave station arranged on the basis of being located at, upper end is plugged in the cavity of column, therefore is not only able to supporting for greatly enhancing structure
The ability of anti-natural disaster, and the intensity and installation accuracy of column can be improved.6th, the present invention is due to using foundation frame vacant lot
The connected mode in face, therefore without the need for carrying out large area hardening to ground, after using and removing as temporary building, to ecology
Environmental disruption is minimum.7th, building enclosure surfaces externally and internally of the invention can adopt high-strength fabric cement pressure plare, so not only
Destruction of the external environment to internal load-carrying members can be prevented, and the fire protecting performance of monolithic architecture structure can be greatly enhanced.
8th, the monolithic architecture rigidity of structure of the present invention is big, and anti-seismic performance is good, corrosion-resistant, from heavy and light, not only can material-saving in a large number, also may be used
To reduce transport and mounting cost, 9, the present invention both can repeatedly assemble and disassemble as temporary building and used, again can as office,
The permanent construction such as inhabitation and tourism is used.
Description of the drawings
Fig. 1 is the structural representation of the present invention
Fig. 2 is the structural representation of column of the present invention
Fig. 3 is the schematic diagram of the Section A-A of Fig. 2
Fig. 4 is the structural representation of girder of the present invention
Fig. 5 is the schematic diagram of the section B-B of Fig. 4
Fig. 6 is the structural representation of secondary beam of the present invention
Fig. 7 is the schematic diagram in the C-C sections of Fig. 6
Fig. 8 is the structural representation that column of the present invention is connected with girder
Fig. 9 is the structural representation that girder of the present invention is connected with secondary beam
Figure 10 is the structural representation that column of the present invention is lengthened
Figure 11 is the structural representation of suspension column of the present invention
Figure 12 is the structural representation of Figure 11 sleeve pipes
Specific embodiment
The present invention is described in detail with reference to the accompanying drawings and examples.
As shown in figure 1, the present invention proposes a kind of movable building structure of ground spacing, it is included with independent weight bearing
Function and can repeatedly assemble and disassemble the bearing frame 1 for utilizing, the building enclosure 2 being dismantledly connected on bearing frame 1.
As shown in Fig. 1～7, bearing frame 1 includes column 3, the girder 4 that is connected between column 3, be connected to girder 4 it
Between secondary beam 5.Each column 3, girder 4 and secondary beam 5 include the groove of crimping in two pairs of spaced cold bending thin wall c-type bands
Steel, the both wings of one pair of which channel-section steel are welded on another two apotomes to channel-section steel, and then by column 3 or girder 4 or secondary beam 5
Inner surface surrounds an elongated cavity 6, and the cross sectional shape of the cavity 6 can be square, or rectangle.
As shown in Figure 1 and Figure 2, the longitudinal direction of each column 3 interval is welded with some Hes of bracket 31 for installing girder 4
Connecting plate 33 with installing hole 32.A suspension column 7 is fixedly connected with the bottom of each column 3.As shown in figure 4, each girder 4
Laterally interval is welded with some brackets 41 for installing secondary beam 5 and the connecting plate 43 with installing hole 42, each girder 4
Two ends are respectively welded a head plate 44, are provided with each head plate 44 and the corresponding installing hole of 3 upper installing hole of column 32
45.As shown in fig. 6, the two ends of each secondary beam 5 are respectively welded a head plate 51, it is provided with each head plate 51 and girder 4
The corresponding installing hole 52 of upper installing hole 42.
As shown in Fig. 4, Fig. 8, when installing each girder 4, the two ends of girder 4 are seated in the top of bracket 31 of two adjacent upright 3,
And by bolt the two ends of girder 4 are fixedly mounted on two columns 3 through connecting plate 33 and the installing hole 32,45 of head plate 44.
As shown in Fig. 6, Fig. 9, when installing each secondary beam 5, the two ends of secondary beam 5 are seated in the top of bracket 41 of two adjacent girders 4, and pass through
Bolt is fixedly mounted on the two ends of secondary beam 5 on two girders 4 through connecting plate 43 and the installing hole 42,52 of head plate 51, and secondary beam
5 tops are concordant with the top of girder 4.
As shown in Figure 10, the present invention between upper and lower two column 3 of bearing frame 1 if during multi-layer construction structure, arrange
One group of connecting elements 8, it includes a flat board (not shown), sleeve 81, eight with each notch shape of upper and lower two column 3
Corresponding transverse channel steels stiffening plate 82, the top and bottom of each transverse channel steels stiffening plate 82 are both provided with connecting hole 83.In work
When factory makes, by the cavity 6 of plate welding column 3 below, the one end of sleeve pipe 81 is plugged in the cavity 6 of column 3, its bottom
Portion is supported on flat board, and sleeve pipe 81 is integrally welded with following 3 cavity of column, 6 ports, by each transverse channel steels reinforcement
Plate 82 is respectively welded in the notch of the end of two column 3.When two columns 3 carry out joint connection in site, by 6 sets of the cavity of column 3 above
Engage two columns 3 on the sleeve pipe 81 at the top of column 3 below, finally successively with each bolt through relative transverse channel steels
Fixed with nut after four connecting holes 83 arranged on stiffening plate 82.
As shown in Figure 11, Figure 12, the suspension column 7 of the present invention can adopt the various structures and connected mode of prior art, this
In embodiment, suspension column 7 includes a base plate 71,72, four vertical channel-section steel stiffening plates 73 of sleeve and four ribs 74.Suspension column 7
Complete in factory, production method is sleeve pipe 72 through the center of base plate 71 and is welded thereon, positioned at the top of base plate 71
In the cavity 6 of the insertion column 3 of sleeve pipe 72, base plate 71 is welded on the bottom of column 3, in each notch of the bottom of column 3 being connected
Place is respectively welded a vertical channel-section steel stiffening plate 73, then four ribs 74 are respectively welded at into base plate 71 with each vertical channel-section steel benefit
Between strong plate 73.During site operation, when suspension column 7 is connected with the basis being correspondingly arranged, first by the sleeve pipe of the lower section of base plate 71
(not shown) in the concave station arranged on the basis of 72 insertions, is then fixedly connected on base plate 71 by four chemical bolts 75
On the basis of.
As shown in figure 1, the building enclosure 2 of the present invention can take the various structures and connected mode of prior art, this reality
In applying example, building enclosure 2 includes Side fascia 21, lining 22, roof boarding 23, floor plates 24 and wall body keel 25.Wall body keel
25 are fixedly connected on bearing frame 1 by bolt or alternate manner, and Side fascia 21 is bolted outside wall body keel 25
Side；Lining 22 is bolted in the inner side of wall body keel 25；Roof boarding 23 is bolted on the most top of bearing frame 1
Portion；Floor plates 24 are connected on every layer of girder 4 and secondary beam 5.Between Side fascia 21, lining 22 and wall body keel 25, roofing
Heat insulating material is filled between girder 4, the secondary beam 5 of plate 23 and top layer and the floor plates 24 of bottom and girder 4, the secondary beam 5 of bottom between
Material 26.According to door or the position of window in building enclosure 2, the doorway or window for installing door and window is offered.
Above-mentioned Side fascia 21, lining 22, roof boarding 23 and floor plates 24 can adopt high-strength fabric cement pressure plare.
The manufacture method of the above-mentioned movable building structure of the present invention, comprises the following steps：
1) according to the preset basis of post network plane figure, one hollow out flat board is set in basic upper surface, one is arranged at base center
Concrete concave station, the hollow out flat board on the basis of control in the same plane, the pre-buried chemical bolt 75 of surrounding；
2) sleeve pipe 72 of the lower section of base plate 71 is inserted inside the concave station on basis, the base plate 71 of suspension column 7 is passed through into chemical bolt
On the basis of 75 are fixedly connected on, and it is sequentially completed the installation of other columns 4；
3) two ends of each girder 4 are seated in into the top of bracket 31 of two adjacent upright 3, and connecting plate 33 is passed through by bolt
With the installing hole 32,45 of head plate 44, the two ends of girder 4 are fixedly mounted on two columns 3；
4) two ends of each secondary beam 5 are seated in into the top of bracket 41 of two adjacent girders 4, and connecting plate is passed through by bolt
43 and the installing hole 42,52 of head plate 51, the two ends of secondary beam 5 are fixedly mounted on two girders 4, and the top of secondary beam 5 is pushed up with girder 4
Portion is concordant；
5) each floor plates 24 are bolted on per layer of girder 4 and secondary beam 5, in the floor plates 24 of the bottom
Filling heat insulator between girder 4, secondary beam 5 with bottom；
6) wall body keel 25 of building enclosure 2 is fixed on the column 3 and girder 4 of the outermost of bearing frame 1, and will be outer
Wallboard 21 is bolted on the outside of wall body keel 25, and lining 22 is bolted in wall body keel 25
Side, the filling heat insulator between Side fascia 21, lining 22 and wall body keel 25；
7) roof boarding 23 is bolted on the girder 4 and secondary beam 5 of top, in roof boarding 23 and the master of top layer
Filling heat insulator between beam 4, secondary beam 5.
The various embodiments described above are merely to illustrate the present invention, wherein the structure of each part, connected mode etc. all can be
Change, every equivalents carried out on the basis of technical solution of the present invention and improvement should not be excluded the present invention's
Outside protection domain.
Claims (10)
1. a kind of movable building structure, it is characterised in that：It includes bearing frame, is bolted to connection the bearing frame
The building enclosure of frame, according to door or the position of window in the building enclosure, offers the doorway or window for installing door and window；
The bearing frame includes column, the girder being connected between the column, the secondary beam being connected between the girder；Often
Column, girder and secondary beam described in one include the C-shaped channel-section steel with interior crimping of the two pairs of spaced cold bending thin walls, one pair of which
The both wings of the channel-section steel are welded on another two apotomes to the channel-section steel, by the column or the interior table of girder or secondary beam
Face is respectively enclosed to an elongated cavity, and the cross sectional shape of the cavity is rectangle；
The longitudinally spaced of each column is welded with some brackets and the connecting plate with installing hole, the horizontal stroke of each girder
Some brackets are welded with to interval and the connecting plate with installing hole, the two ends of each girder and secondary beam are respectively welded one
Head plate with installing hole；The girder two ends are seated in the bracket top of column described in adjacent two, and are passed through by bolt
The connecting plate and head plate are fixedly connected on the column；The secondary beam two ends are seated in the bracket top of two adjacent girders
Portion, and being fixedly connected on the girder through the connecting plate and head plate by bolt, and secondary beam top with it is described
Girder top is concordant；
A suspension column is fixedly connected with the bottom of each column.
2. a kind of movable building structure as claimed in claim 1, it is characterised in that：Each suspension column includes a bottom
Plate, at the center of the base plate sleeve is passed through and welds, and the described sleeve pipe above the base plate is plugged in the column
In the cavity of bottom, and the column is fixed on the base plate by welding, is distinguished at each notch of the column bottom
A vertical channel-section steel stiffening plate is welded, four ribs are welded between the base plate and the vertical channel-section steel stiffening plate；Positioned at institute
The described sleeve pipe below base plate is stated, in the concave station on the basis of being plugged in during for in-site installation, and will be described by chemical bolt
On the basis of base plate is fixed on.
3. a kind of movable building structure as claimed in claim 1, it is characterised in that：The bearing frame is multiple structure
When, in the junction per column described in two, one group of connecting elements is set, it includes being welded on the cavity on column top described in lower floor
An interior flat board, is supported on sleeve pipe on the flat board and integrally welded with the cavity port at the top of column described in lower floor, weldering
The transverse channel steels stiffening plate being connected at each notch in column connection end described in two；When column described in two connects, by column described in lower floor
It is in the cavity of column bottom described in the described sleeve pipe insertion upper strata at top and described through what is be respectively oppositely arranged by bolt respectively
Connecting hole on transverse channel steels stiffening plate is fixedly connected integral.
4. a kind of movable building structure as claimed in claim 2, it is characterised in that：The bearing frame is multiple structure
When, in the junction per column described in two, one group of connecting elements is set, it includes being welded on the cavity on column top described in lower floor
An interior flat board, is supported on sleeve pipe on the flat board and integrally welded with the cavity port at the top of column described in lower floor, weldering
The transverse channel steels stiffening plate being connected at each notch in column connection end described in two；When column described in two connects, by column described in lower floor
It is in the cavity of column bottom described in the described sleeve pipe insertion upper strata at top and described through what is be respectively oppositely arranged by bolt respectively
Connecting hole on transverse channel steels stiffening plate is fixedly connected integral.
5. a kind of movable building structure as claimed in claim 1 or 2 or 3 or 4, it is characterised in that：The building enclosure bag
Include wall body keel, Side fascia, lining, roof boarding and floor plates；The wall body keel is fixedly connected on the bearing frame most
On the column and girder of periphery, the lining, Side fascia are separately fixed at the medial and lateral of the wall body keel；It is described
Floor plates are fixedly connected on per layer of the girder and secondary beam；The roof boarding is fixedly connected on the most top of the bearing frame
On the girder and secondary beam of layer；Between the lining, Side fascia and the wall body keel, the institute of the roof boarding and top layer
State between girder, secondary beam, equal filling heat insulator between the floor plates of the bottom and the girder, the secondary beam of bottom.
6. a kind of movable building structure as claimed in claim 5, it is characterised in that：The building enclosure includes body of wall dragon
Bone, Side fascia, lining, roof boarding and floor plates；The wall body keel is fixedly connected on the institute of the bearing frame outermost
State on column and girder, the lining, Side fascia are separately fixed at the medial and lateral of the wall body keel；The floor plates are consolidated
Surely it is connected on per layer of the girder and secondary beam；The roof boarding is fixedly connected on the described of the top of the bearing frame
On girder and secondary beam；Between the lining, Side fascia and the wall body keel, the girder of the roof boarding and top layer,
Between secondary beam, equal filling heat insulator between the floor plates of the bottom and the girder, the secondary beam of bottom.
7. a kind of movable building structure as claimed in claim 5, it is characterised in that：The lining, Side fascia, floor plates
High-strength fabric cement pressure plare, the adiabator is adopted to adopt fire retardant extruded sheet with roof boarding.
8. a kind of movable building structure as claimed in claim 6, it is characterised in that：The lining, Side fascia, floor plates
High-strength fabric cement pressure plare, the adiabator is adopted to adopt fire retardant extruded sheet with roof boarding.
9. the manufacture method of a kind of movable building structure as described in any one of claim 1～8, it is comprised the following steps：
1）According to the preset basis of post network plane figure, one hollow out flat board is set in basic upper surface, a coagulation is set at base center
Native concave station, the hollow out flat board on the basis of control in the same plane, the pre-buried chemical bolt of surrounding；
2）Inside the concave station on the sleeve pipe insertion basis below column root-plate, the base plate of suspension column is fixedly connected by chemical bolt
On the basis of, and it is sequentially completed the installation of other columns；
3）Each girder two ends are seated in into the bracket top of two adjacent upright, and by bolt through connecting plate and head plate
Installing hole, girder two ends are fixedly mounted on two columns；
4）Each secondary beam two ends are seated in into the bracket top of two adjacent girders, and by bolt through connecting plate and head plate
Installing hole, secondary beam two ends are fixedly mounted on two girders, and secondary beam top with girder at the top of it is concordant；
5）Each floor plates are bolted on per layer of girder and secondary beam, it is floor plates and girder in the bottom, secondary
Filling heat insulator between beam；
6）The wall body keel of building enclosure is fixed on the column and girder of bearing frame outermost, Side fascia is passed through into bolt
The outside of wall body keel is fixed on, lining is bolted on the inner side of wall body keel, in Side fascia, lining and body of wall
Filling heat insulator between Os Draconis；
7）Roof boarding is bolted on the girder and secondary beam of top layer, in the girder, secondary beam in roof boarding and top
Filling heat insulator.
10. a kind of manufacture method of movable building structure as claimed in claim 9, it is characterised in that：The bearing frame
Adopt galvanizing thin-walled cold-rolled steel sheet for base material, made by the tooling device of cold roll forming.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510428048.7A CN104988989B (en) | 2015-07-20 | 2015-07-20 | Movable building structure and making method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510428048.7A CN104988989B (en) | 2015-07-20 | 2015-07-20 | Movable building structure and making method thereof |
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| Publication Number | Publication Date |
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| CN104988989A CN104988989A (en) | 2015-10-21 |
| CN104988989B true CN104988989B (en) | 2017-04-26 |
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| CN201510428048.7A Active CN104988989B (en) | 2015-07-20 | 2015-07-20 | Movable building structure and making method thereof |
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| CN106759892B (en) * | 2017-01-11 | 2022-08-12 | 中冶建筑研究总院有限公司 | Welding-free detachable assembly system |
| CN106958292A (en) * | 2017-04-14 | 2017-07-18 | 西藏藏建科技股份有限公司 | A kind of prefabricated buildings based on light gauge cold-formed steel shape |
| CN108018942B (en) * | 2017-12-15 | 2024-01-30 | 茅金声 | Thin-wall steel integrated house frame and construction method thereof |
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| CN108517957A (en) * | 2018-06-05 | 2018-09-11 | 北京海东蓝涛洁净工程技术有限公司 | A kind of light body steel-concrete building structure and preparation method thereof |
| CN109057040A (en) * | 2018-09-21 | 2018-12-21 | 湖南大学 | A kind of clod wash lightweight steel construction system and assembled wall skeleton structure |
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