CN109469359A - Container type modular building unit with anti-seismic function and assembled house - Google Patents
Container type modular building unit with anti-seismic function and assembled house Download PDFInfo
- Publication number
- CN109469359A CN109469359A CN201811607095.8A CN201811607095A CN109469359A CN 109469359 A CN109469359 A CN 109469359A CN 201811607095 A CN201811607095 A CN 201811607095A CN 109469359 A CN109469359 A CN 109469359A
- Authority
- CN
- China
- Prior art keywords
- container
- long side
- column
- side bar
- perforation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn
Links
- 230000037431 insertion Effects 0.000 claims abstract 3
- 238000003780 insertion Methods 0.000 claims abstract 3
- 229910000831 Steel Inorganic materials 0.000 claims description 25
- 239000010959 steel Substances 0.000 claims description 25
- 230000000630 rising effect Effects 0.000 claims 1
- 230000032258 transport Effects 0.000 description 30
- 239000003351 stiffener Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 230000000903 blocking effect Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000004806 packaging method and process Methods 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
- E04H1/12—Small buildings or other erections for limited occupation, erected in the open air or arranged in buildings, e.g. kiosks, waiting shelters for bus stops or for filling stations, roofs for railway platforms, watchmen's huts or dressing cubicles
- E04H2001/1283—Small buildings of the ISO containers type
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention provides a container type modular building unit with an anti-seismic function and an assembled house, wherein the container type modular building unit comprises a main body frame, and the main body frame is enclosed by four stand columns, two upper long edge beams, two lower long edge beams, two upper short edge beams and two lower short edge beams; each upright post is provided with a top end plate and a bottom end plate, and the top end plate and the bottom end plate are respectively provided with an insertion hole; the upper long edge beam and the lower long edge beam are provided with upper flange plates, lower flange plates and grooves which are positioned between the upper flange plates and the lower flange plates and are provided with notches facing the inner side of the main body frame, the upper flange plates of the upper long edge beam are provided with two upper through holes which are respectively adjacent to the stand columns connected with the two ends of the upper long edge beam and are used for the bolts to pass, and the lower flange plates of the lower long edge beam are provided with two lower through holes which are respectively adjacent to the stand columns connected with the two ends of the lower long edge beam and are used for the bolts to pass. The assembled house of the invention can not generate brittle failure during earthquake, and can avoid the sudden collapse of the building caused by the brittle failure.
Description
Technical field
The present invention relates to container technology field, especially a kind of container-type modular architectural list with function of seismic resistance
Member and assembled house.
Background technique
At the beginning of specifications of container realizes International standardization, container is only used as sea, land and sky shipping container to be made extensively
With.Production, trade internationalization make developed country that most factories are built in developing country to reduce production cost, and in a steady stream
What the continuous product for being input to developed country arrived together is a large amount of container.Since an empty container original road transport being returned
Much higher than container is at source newly purchased, a large amount of containers are idle in developed country harbour the cost in the commodity place of production.Due to collection
Vanning material therefor is steel, and has certain bearing capacity, and container side is simply punched, then is connected using container
Connecing lock connection or carrying out welding assembly can use as simple building.And due to the normalization of Container Dimensions, it can be achieved that
Piecemeal transport, convenient for the migration of house user.
The upper and lower level connection type of traditional container-type modular architectural is in the welding of container quadrangle or to be bolted,
When earthquake arrives, brittle break easily occurs for tie point, collapses suddenly so as to cause building.
Summary of the invention
The object of the present invention is to provide a kind of container-type modular architectural unit and assembled house with function of seismic resistance,
Brittle break will not occur in earthquake for it, and building collapses suddenly caused by being avoided that because of brittle break.
In order to achieve the above objectives, the present invention proposes a kind of container-type modular architectural unit with function of seismic resistance,
Including main body frame, the main body frame is by long side bar, two upper short side beams under four columns, two upper long side bars, two
The cuboid framework surrounded with two lower short side beams；The every column has headboard and bottom end plate, the headboard and institute
It states and offers a jack on bottom end plate respectively；The upper long side bar and the lower long side bar all have top flange plate, lower flange
Plate and between the top flange plate and the bottom wing listrium and notch is towards the groove on the inside of the main body frame, institute
It states and opens up that there are two be respectively adjacent to column that the upper long side bar both ends are connected and for bolt on the top flange plate of long side bar
The upper perforation passed through, opens up that there are two be respectively adjacent to the lower long side bar both ends to be connected on the bottom wing listrium of the lower long side bar
Column and the lower perforation that is passed through for bolt, each upper perforation corresponded up and down with each lower perforation.
The container-type modular architectural unit with function of seismic resistance as described above, wherein the upper perforation and and its
The distance between neighbouring described column be 250mm~300mm, it is described it is lower perforation the column adjacent thereto between away from
From for 250mm~300mm.
Container-type modular architectural unit as described above with function of seismic resistance, wherein the upper long side bar is c-type
Steel or H profile steel, the lower long side bar are C-type steel or H profile steel.
Container-type modular architectural unit as described above with function of seismic resistance, wherein described that there is function of seismic resistance
Container-type modular architectural unit further include two upper transport connectors at the top of the main body frame and be set to institute
It states and transports connector under two of main body frame bottom, the upper transport connector and the lower transport connector include: two
A corner fittings, the corner fittings are hollow rectangular block, offer a corner fittings respectively on the roof of the corner fittings, side wall and end wall
Hole；One first connecting rod, is connected between the side wall of two corner fittings；Two the second connecting rods disposed in parallel, two
One end of second connecting rod is connect with the end wall of two corner fittings respectively, is opened up respectively in two second connecting rods
There is the connecting hole passed through for bolt；Wherein, the first connecting rod of two upper transport connectors is located at the two upper short side beams
Surface, and with the upper short side Liangping row, two it is described it is upper transport connectors corner fittings be located at four columns
Headboard on, and the roof of the corner fittings is upward, and the second connecting rods of two upper transport connectors are located at two
The surface of the upper long side bar, and with the upper long side Liangping row, connecting hole and the upper length in second connecting rod
Upper perforation on side bar is corresponding up and down and is equipped with a connection bolt, and the connection bolt is fastened by nut；It is transported under two
The first connecting rod of connector is located at the underface of the two lower short side beams, and with the lower short side Liangping row, two institutes
The corner fittings for stating lower transport connector is located at below the bottom end plate of four columns, and the roof of the corner fittings is downward, and two
Second connecting rod of a lower transport connector is located at the underfaces of two lower long side bars, and with the lower long side
Liangping row, the lower perforation on the lower long side bar is corresponding up and down with the connecting hole in second connecting rod and is equipped with a connection
Bolt, the connection bolt are fastened by nut.
The present invention also provides a kind of container-type modularization assembled house with function of seismic resistance comprising about two folded
The above-mentioned container-type modular architectural unit and multiple plug connectors with function of seismic resistance set；The packaging being located above
Above and below each column of each column of box type modularization building unit and the underlying container-type modular architectural unit
Correspond, be equipped with a plug connector between upper and lower corresponding two columns, the plug connector be located above
The jack grafting of the headboard of the jack of the bottom end plate of the column and the underlying column, the collection being located above
Each lower perforation under the two of vanning formula modular architectural unit on long side bar is built with the underlying container-type modularization
It builds each upper perforation on the two of unit on long side bar to correspond up and down, up and down the corresponding upper perforation and the lower perforation phase
It is connected to and is equipped with a connection bolt, the connection bolt is fastened by nut.
The present invention also provides another container-type modularization assembled houses with function of seismic resistance comprising at least two layers
Building unit group, multiple plug connectors and multiple connecting plates, every layer of building unit group include at least two along first direction simultaneously
Arrange the above-mentioned container-type modular architectural unit with function of seismic resistance of setting, each container-type modular architectural
The upper long side bar and lower long side bar of unit are arranged in a second direction, and the first direction and the second direction are level side
To and be mutually perpendicular to；It is opened up on each connecting plate there are two through-hole, two through-hole intervals are arranged；Wherein, upper and lower
In the building unit group of adjacent two layers, each column of the building unit group on upper layer and the building unit group of lower layer
Each column correspond up and down, a plug connector, the plug connector are equipped between upper and lower corresponding two columns
With the jack grafting of the headboard of the jack and underlying column of the bottom end plate for the column being located above；Every layer
It is worn on the two neighboring long side bar of the two neighboring container-type modular architectural unit of the building unit group
Hole corresponds and adjacent in this second direction, and the upper perforation of corresponding and adjacent two is by one piece of connecting plate
Covering, and corresponded up and down with two through-holes on the connecting plate, in two layers neighbouring of building unit
In group, each lower perforation on each lower long side bar of the building unit group on upper layer and the building unit group of lower layer it is each on
Each upper perforation on long side bar corresponds up and down, and the corresponding lower perforation, the through-hole are connected with the upper perforation up and down
Lead to and be equipped with a connection bolt, the connection bolt is fastened by nut.
Container-type modularization assembled house as described above with function of seismic resistance, wherein each plug connector packet
Upper protrusion and the lower convexity that is connected in the planar bottom surface for including one flat plate, being connected on the plate top surface are described flat
Plate pad is provided between the bottom end plate of the column and the headboard of the underlying column of top, the upper protrusion
It is inserted into the jack of the bottom end plate for the column being located above, the lower convexity is inserted into the top of the underlying column
In the jack of plate.
Container-type modularization assembled house as described above with function of seismic resistance, wherein the undermost building
On the basis of unit group is placed on, multiple pre-buried anchor bolts, the container-type with function of seismic resistance are equipped on the basis of described
Modularization assembled house further includes muti-piece basis connecting plate, and basis connecting plate described in muti-piece is respectively welded at undermost described build
Build the bottom end of outermost each column of unit group, the pre-buried anchor bolt passes through the corresponding basic connecting plate and described
The bottom wing listrium of lower long side bar, and fastened by nut.
The present invention also provides another the container-type modularization assembled house with function of seismic resistance comprising one layer of building
Unit group and multiple connecting plates, the building unit group include at least two along first direction be arranged side by side it is above-mentioned have it is anti-
Shake the container-type modular architectural unit of function, the upper long side bar of each container-type modular architectural unit and lower length
Side bar is arranged in a second direction, and the first direction and the second direction are horizontal direction and are mutually perpendicular to；Each institute
It states and is opened up on connecting plate there are two through-hole, two through-hole intervals are arranged；Wherein, the two neighboring container-type modularization
Upper perforation on the two neighboring long side bar of building unit corresponds in this second direction and adjacent, corresponding and phase
The upper perforation of adjacent two is covered by one piece of connecting plate, and up and down one by one with two through-holes on the connecting plate
Corresponding, the corresponding upper perforation is connected with the through-hole and is equipped with a connection bolt up and down, and the connection bolt passes through
Nut fastening.
Container-type modularization assembled house as described above with function of seismic resistance, wherein each container-type mould
On the basis of block building unit is placed on, multiple pre-buried anchor bolts, the collection with function of seismic resistance are equipped on the basis of described
Vanning formula modularization assembled house further includes muti-piece basis connecting plate, and basis connecting plate described in muti-piece is respectively welded at the building
The bottom end of outermost each column of unit group, the pre-buried anchor bolt pass through the corresponding basic connecting plate and it is described under
The bottom wing listrium of long side bar, and fastened by nut.
The characteristics of container-type modular architectural unit with function of seismic resistance of the invention and assembled house and it is:
1, it is located in the present invention for connecting the bolt of about two stacked container-type modular architectural unit units
From styletable have with a certain distance from flange of beam on, and be only in contact between corresponding two columns, be subjected only to by plug connector up and down
Vertical pressure, be bolted a little pass through plug connector connect two columns between beam section formed earthquake buffer area, when meet with ground
When shake, earthquake buffer area generates plastic hinge, and plastic failure finally occurs, to avoid the prior art that brittle break occurs in styletable
The problem of；
2, the container-type modularization assembled house with function of seismic resistance of the invention is built by multiple container-type modularizations
It builds unit and composition is bolted, it is convenient for disassembly and assembly, since the groove of upper long side bar and the groove of lower long side bar are towards main body
On the inside of frame, it can be completed inside container-type modular architectural unit and be bolted operation, be not in because of container heap
Code blocks the problem for causing connection inconvenient；
3, the present invention will can easily be located at each container-type modular architectural list of same layer by setting same layer connecting plate
Member links together, and connection structure is simple, firm, safe.
Detailed description of the invention
The following drawings are only intended to schematically illustrate and explain the present invention, not delimit the scope of the invention.Wherein:
Fig. 1 is the top view of the container-type modular architectural unit with function of seismic resistance of the invention；
Fig. 2 is the side view cutaway drawing of the container-type modular architectural unit with function of seismic resistance of the invention；
Fig. 3 is the partially schematic of the junction of about two stacked container-type modular architectural units in the present invention
Figure；
Fig. 4 is the main view of plug connector in the present invention；
Fig. 5 is the top view of plug connector in the present invention；
Fig. 6 is the main view that connector is transported in the present invention；
Fig. 7 is the top view that connector is transported in the present invention；
Fig. 8 is the side view that connector is transported in the present invention；
Fig. 9 is the stereoscopic schematic diagram of corner fittings in the present invention；
Figure 10 is the assembling schematic diagram that connector and main body frame are transported in the present invention；
Figure 11 is showing for one embodiment of the container-type modularization assembled house with function of seismic resistance of the invention
It is intended to；
Figure 12 is showing for second embodiment of the container-type modularization assembled house with function of seismic resistance of the invention
It is intended to；
Figure 13 is showing for the third embodiment of the container-type modularization assembled house with function of seismic resistance of the invention
It is intended to；
Figure 14 is two and is located at same layer and signal that adjacent container-type modular architectural unit is connected by connecting plate
Figure；
Figure 15 is the schematic diagram of connecting plate in the present invention；
Figure 16 is the schematic diagram that container-type modular architectural unit of the invention is connect with basis；
Figure 17 is the schematic diagram of basic connecting plate in the present invention；
Figure 18 is showing for the 4th embodiment of the container-type modularization assembled house with function of seismic resistance of the invention
It is intended to；
Figure 19 is showing for the 5th embodiment of the container-type modularization assembled house with function of seismic resistance of the invention
It is intended to.
Main element label declaration:
100 container-type modular architectural units
110 main body frames
111 column, 1111 headboard, 1112 bottom end plate
It perforates on long 1121 top flange plate 1122 of side bar on 112
Long 1131 bottom wing listrium 1132 of side bar is lower under 113 perforates
Lower 116 ribbed stiffener of short side beam of short side beam 115 on 114
120 transport connectors
121 corner fittings, 1211 fitting hole
122 123 second connecting rod of first connecting rod, 1231 connecting hole
130 central sill, 140 center pillar
It is raised on 200 plug connector, 201 plate 202
203 lower convexity
300 connecting plate, 301 through-hole
400 basic 500 pre-buried anchor bolts
600 601 through holes of basic connecting plate
W earthquake buffer area
Specific embodiment
For a clearer understanding of the technical characteristics, objects and effects of the present invention, this hair of Detailed description of the invention is now compareed
Bright specific embodiment.Wherein, adjective or adverbial modifier "horizontal" and "vertical", " upward " and " downward ", or
The use of " clockwise " and " counterclockwise " is merely for convenience of the opposite reference between multiple groups term, and and non-depicted to through modifying
Any specific direction limitation of term.In addition, term " first ", " second " etc. are used for description purposes only, and should not be understood as
Indication or suggestion relative importance or the quantity for implicitly indicating indicated technical characteristic." first ", " are defined as a result,
Two " etc. feature can explicitly or implicitly include one or more of the features.In the description of the present invention, unless separately
It is described, the meaning of " plurality " is two or more.
As shown in Figure 1 and Figure 2, the present invention provides a kind of container-type modular architectural unit 100 with function of seismic resistance,
It includes main body frame 110, main body frame 110 be by long side bar 113 under four columns 111, two upper long side bars 112, two,
The cuboid frameworks that short side beams 114 and two lower short side beams 115 surround on two, specifically, two are gone up long side bars 112 and two
Lower long side bar 113 is horizontally disposed and is parallel to each other, and constitutes four long sides of cuboid framework, two upper short side beams 114 and two
Short side beam 115 is horizontally disposed under root and is parallel to each other, and constitutes four short sides of cuboid framework, and four columns 111 are set vertically
It sets, the both ends of long side bar 112 and the both ends of every upper short side beam 114 are connected with the top of corresponding column 111 on every, and every
The both ends of lower long side bar 113 and the both ends of every lower short side beam 115 are connected with the bottom end of corresponding column 111；
Each column 111 has headboard 1111 and bottom end plate 1112, opens respectively on headboard 1111 and bottom end plate 1112
Equipped with a jack；
Upper long side bar 112 and lower long side bar 113 all have top flange plate, bottom wing listrium and are located at top flange plate under
Between flange plate and notch is towards the groove on the inside of main body frame, opened up on the top flange plate 1121 of upper long side bar 112 there are two
It is respectively adjacent to the column 111 that long 112 both ends of side bar are connected and the upper perforation 1122 passed through for bolt, i.e., upper 1122 Hes of perforating
There is spacing between the top of column 111 adjacent thereto, open up that there are two respectively on the bottom wing listrium 1131 of lower long side bar 113
Neighbouring lower long 113 both ends of the side bar column 111 connected and the lower perforation 1132 passed through for bolt, i.e., lower perforation 1132 and and its
There is interval, each upper perforation 1122 is corresponded with each lower about 1132 perforation, dismounted between the bottom end of neighbouring column 111
When bolt, the groove of upper long side bar 112 and the groove of lower long side bar 113 can be used as the operating space of assembling-disassembling bolt.
As shown in figure 3, when connecting about two stacked container-type modular architectural units 100, successively by bolt
The lower perforation 1132 that is placed through on the lower long side bar 113 of the container-type modular architectural unit 100 of top and and under being located at
Side container-type modular architectural unit 100 upper long side bar 112 on and with this it is lower perforation 1132 it is corresponding it is upper perforation 1122,
It is fastened again using nut, places the plug connector 200 of a metal material between upper and lower corresponding two columns 111, and make to insert
Fitting 200 and the jack of the bottom end plate 1112 for the column 111 being located above and the headboard of underlying column 111
The grafting simultaneously of 1111 jack is bolted the beam section a little between two columns for passing through plug connector connection and forms earthquake buffer area
Region in W (or being antidetonation buffer strip), Fig. 3 in dotted line frame is earthquake buffer area W.
The present invention and the prior art upper and lower corresponding two columns are bolted or welds it is different, it is of the invention in use
In the bolt for connecting upper lower unit be located at from styletable have with a certain distance from flange of beam on, and up and down corresponding two columns 111 it
Between be only in contact by plug connector 200, be subjected only to vertical pressure, when meeting with earthquake, the horizontal force of earthquake generation produces structure
Raw story drift, capital generates horizontal displacement with respect to column bottom, and due to the design of strong column and weak beam, the inclination of column can cause beam section slow
The bending deformation of punching band (i.e. earthquake buffer area W), and in middle shake and big shake, buffer strip deformation increases, earthquake buffer area W
It just will form plastic hinge, plastic failure finally occur, to avoid the problem that in styletable brittle break occurs for the prior art.
It is convenient for disassembly and assembly in addition, due to being connected by screw bolts, due to upper long side bar 112 groove and lower long side bar 113 it is recessed
Slot towards 110 inside of main body frame, can be completed inside container-type modular architectural unit 100 and be bolted operation,
It is not in that inconvenient problem is connected caused by blocking because of container stack.
Further, the distance between the jack of the headboard 1111 of upper perforation 1122 and column adjacent thereto 111 is
250mm~300mm, the distance between lower perforation 1132 and the jack of bottom end plate 1112 of column adjacent thereto 111 are 250mm
~300mm.
Further, the jack of the headboard 1111 of column 111 is located at the center of headboard 1111, column 111
The jack of bottom end plate 1112 is located at the center of bottom end plate 1112.
Further, upper long side bar 112 is clod wash C-type steel or H profile steel, and lower long side bar 113 is clod wash C-type steel or H profile steel.
As shown in Figure 1, Figure 2, Figure 3 shows, further, the top flange plate 1121 of every upper long side bar 112 and bottom wing listrium it
Between be also connected with the ribbed stiffener 116 of plate, for improving the structural strength of upper long side bar 112, specifically, each upper perforation 1122
Two sides be respectively provided with one piece of ribbed stiffener 116；It is also connected between the top flange plate and bottom wing listrium 1131 of long side bar 113 under every
There is the ribbed stiffener 116 of plate, for the structural strength of side bar 113 long under improving, specifically, the two sides point of each lower perforation 1132
It Ju You not one piece of ribbed stiffener 116.
Further, upper short side beam 114 is C-type steel, and lower short side beam 115 is C-type steel, for example, upper short side beam 114 and lower short side
Beam 115 is clod wash C-type steel.
Further, the main body of column 111 is square steel tube, and headboard 1111 and bottom end plate 1112 are connected to square steel tube
Top and bottom end.Such as the main body of column 111 is clod wash square steel tube.
As shown in Fig. 6, Fig. 7, Fig. 8, Fig. 9, Figure 10, further, for convenience of transport container formula modular architectural unit
100, container-type modular architectural unit 100 of the invention further includes four fortune set on 110 top and bottom of main body frame
Defeated connector 120, for ease of description, two transport connectors 120 for being set to 110 top of main body frame are known as upper transport connection
Two transport connectors 120 for being set to 110 bottom of main body frame are known as lower transport connector, each transport connector 120 by part
Including two corner fittings, 121, first connecting rods 122 and two the second connecting rods 123 disposed in parallel, corner fittings 121 is hollow
Rectangular block, offer a fitting hole 1211 respectively on the roof of corner fittings 121, side wall and end wall；First connecting rod 122 connects
Between the side wall of two corner fittings 121；One end of two the second connecting rods 123 is connect with the end wall of two corner fittings 121 respectively, and two
The connecting hole 1231 passed through for bolt is offered in a second connecting rod 123 respectively；
Wherein, the first connecting rod 122 of two upper transport connectors is located at the surface of short side beam 114 on two, and
Parallel with upper short side beam 114, the corner fittings 121 of two upper transport connectors is located on the headboard 1111 of four columns 111,
And the roof of corner fittings 121 is upward, the second connecting rod 123 of two upper transport connectors is located at two upper long side bars 112
Surface, and, upper perforation connecting hole 1231 and upper long side bar 112 on second connecting rod 123 in parallel with upper long side bar 112
About 1122 correspond to and are equipped with a connection bolt, and connection bolt passes through nut and fastens；
The first connecting rod 122 that connector is transported under two is located at the underface of two lower short side beams 115, and short under
Side bar 115 is parallel, and the corner fittings 121 that connector is transported under two is located at 1112 lower section of bottom end plate of four columns 111, and angle
The roof of part 121 downward, transported under two connector the second connecting rod 123 be located at long side bar 113 under two just under
Side, and, connecting hole 1231 lower perforation 1132 and second connecting rod 123 in lower long side bar 113 on parallel with lower long side bar 113
A connection bolt is corresponded to and is equipped with up and down, and connection bolt passes through nut and fastens.For example, corner fittings 121,122 and of first connecting rod
It is connected by welding between second connecting rod 123.
When transport, upper transport connector and lower transport connector are separately mounted to the top and bottom of main body frame 110,
To allow container-type modular architectural unit 100 to carry out sea, land and air standardization transport in the form of container, transport
Cheng Hou removes upper transport connector and lower transport connector from main body frame 110, upper transport connector and lower transport
Connector is also recyclable after removing to be recycled.
Further, first connecting rod 122 is C-type steel, and the second connecting rod 123 is C-type steel, two the second connecting rods 123
Section opening it is facing.Such as first connecting rod 122 and the second connecting rod 123 are clod wash C-type steel.To improve the second connection
The structural strength of bar 123 can also weld ribbed stiffener between the top flange plate and bottom wing listrium of the second connecting rod 123.
Further, the container-type modular architectural unit 100 with function of seismic resistance of the invention further includes being laid on master
Top plate and bottom plate and side wall panel on body frame 110.For example, top plate is profiled sheet, side wall panel is corrugated steel, and bottom plate is flower
Line steel plate.
As shown in Figure 1 and Figure 2, further, the container-type modular architectural unit 100 with function of seismic resistance of the invention
It further include horizontally disposed two central sills 130 (or being girder) and two center pillars 140 (or being pillar) being vertically arranged, with
Improve structural strength.Specifically, another wherein the both ends of a central sill 130 are connect with the middle part of two upper long side bars 112 respectively
The both ends of root central sill 130 are connect with the middle part of side bar 113 long under two respectively, wherein the top of two center pillars 140 is respectively with two
The middle part connection of long side bar 112, the bottom end of two center pillars 140 are connect with the middle part of side bar 113 long under two respectively on root, example
Such as, central sill 130 is hot rolled H-shaped, and center pillar 140 is clod wash square steel tube.
As shown in figure 11, and incorporated by reference to Fig. 1, Fig. 2, Fig. 3, the present invention also provides a kind of container-types with function of seismic resistance
Modularization assembled house comprising about the two stacked above-mentioned container-type modular architectural units with function of seismic resistance
100 and multiple plug connectors 200, plug connector 200 is metal plug connector；
Each column 111 and underlying container-type mould for the container-type modular architectural unit 100 being located above
About 111 each column of block building unit 100 corresponds, and is equipped with a grafting between upper and lower corresponding two columns 111
Part 200, plug connector 200 and the jack of the bottom end plate 1112 for the column 111 being located above and the top of underlying column 111
The grafting simultaneously of the jack of plate 1111, long side bar 113 and position under two of the container-type modular architectural unit 100 being located above
It is corresponded in two upper long about 112 side bars of the container-type modular architectural unit 100 of lower section, and the collection being located above
Each lower perforation 1132 and underlying container-type under two of vanning formula modular architectural unit 100 on long side bar 113
Each upper about 1122 perforation on two of modular architectural unit 100 upper long side bars 112 corresponds, it is upper and lower it is corresponding on wear
Hole 1122 is connected with lower perforation 1132 and is equipped with a connection bolt, and connection bolt is fastened by nut.
The container-type modularization assembled house with function of seismic resistance of the present embodiment is by about two stacked containers
Formula modular architectural unit 100 assembles, and is bolted the beam section a little between two columns for passing through plug connector connection and is formed
Earthquake buffer area W, when meeting with earthquake, earthquake buffer area W generates plastic hinge, plastic failure finally occurs, to avoid existing
Technology is the problem of brittle break occurs for styletable；In addition, house is convenient for disassembly and assembly due to being connected by screw bolts, convenient for migrating, due to
The groove of the groove of upper long side bar 112 and lower long side bar 113 is towards 110 inside of main body frame, in each container-type modularization
It can be completed inside building unit 100 and be bolted operation, be not in connect inconvenience caused by blocking because of container stack
Problem.
As shown in Figure 4, Figure 5, further, plug connector 200 include one flat plate 201, be connected to it is upper on 201 top surface of plate
Protrusion 202 and the lower convexity 203 that is connected on 201 bottom surface of plate, plate 201 can pad to be located at and be corresponded to up and down and adjacent two are stood
Between the bottom end plate 1111 and headboard 1112 of column 111, i.e., plate 201 can pad the bottom end plate for being provided at the column 111 of top
Between 1111 and the headboard 1112 of underlying column 111, upper raised 202 can be inserted into the bottom for the column 111 being located above
In the jack of end plate 1112, lower convexity 203 can be inserted into the jack of the headboard 1111 of underlying column 111.
As shown in Figure 12, Figure 13, Figure 14, Figure 15, and incorporated by reference to Fig. 1, Fig. 2, Fig. 3, the present invention also provides another kinds to have
The container-type modularization assembled house of function of seismic resistance comprising at least about two layers stacked building unit group 100 multiple is inserted
Fitting 200 and multiple connecting plates 300 (alternatively referred to as same layer connecting plate), every layer of building unit group include at least two along first party
To the above-mentioned container-type modular architectural unit 100 with function of seismic resistance arranged side by side, each container-type modularization
The upper long side bar 112 of building unit 100 and lower long side bar 113 are arranged in a second direction, and first direction and second direction are
It horizontal direction and is mutually perpendicular to, it is, the upper short side beam 114 and lower short side of each container-type modular architectural unit 100
Beam 115 is arranged along first direction；It is opened up on each connecting plate 300 there are two through-hole 301, two intervals of through-hole 301 are arranged；
Wherein, in two layers neighbouring of building unit group, each column 111 and the lower layer of the building unit group on upper layer
About 111 each column of building unit group corresponds, and is equipped with a plug connector 200 between upper and lower corresponding two columns 111,
Plug connector 200 and the jack of the bottom end plate 1112 for the column 111 being located above and the headboard 1111 of underlying column 111
Jack grafting；
The two neighboring long side bar of the two neighboring container-type modular architectural unit 100 of every layer of building unit group
Upper perforation 1122 on 112 corresponds and adjacent in a second direction, and corresponding and adjacent two upper perforation 1122 are common
It is covered by one piece of connecting plate 300, and the two perforation are corresponded and are connected to about 301 two through-holes on connecting plate 300,
Each lower perforation 1132 in two layers neighbouring of building unit group, on each lower long side bar 113 of the building unit group on upper layer
Corresponded with each upper about 1122 perforation on each long side bar 112 of the building unit group of lower layer, it is upper and lower it is corresponding under wear
Hole 1132, through-hole 301 are connected with upper perforation 1122 and are equipped with a connection bolt, and connection bolt is fastened by nut.
In the present embodiment, by the way that connecting plate 300 is arranged, it can will be in the container-type modular architectural unit 100 of same layer
Two neighboring long side bar 112 link together, and will in same layer container-type modular architectural unit 100 it is adjacent
Long side bar 113 links together under two, stabilized structure, safety.
The container-type modularization assembled house with function of seismic resistance of the present embodiment is stacked by least two layers of building unit
It sets and assembles, every layer of building unit group includes at least two container-type modular architectural units 100 side by side, and left and right is side by side
And two adjacent container-type modular architectural units 100 are connected by connecting plate 300, stacked and adjacent two collect up and down
Vanning formula modular architectural unit 100 is bolted, and by plug connector 200 contact positioning, be bolted a little with pass through
Beam section between two columns of plug connector connection forms earthquake buffer area W, and when meeting with earthquake, earthquake buffer area W generates plasticity
Hinge, finally occurs plastic failure, to avoid the problem that in styletable brittle break occurs for the prior art.In addition, due to using spiral shell
It tethers and connects, house is convenient for disassembly and assembly, convenient for migrating, since the groove of upper long side bar 112 and the groove direction of lower long side bar 113 are main
110 inside of body frame, can be completed inside each container-type modular architectural unit 100 and is bolted operation, be not in
Inconvenient problem is connected caused by blocking because of container stack.
As shown in Figure 4, Figure 5, further, plug connector 200 include one flat plate 201, be connected to it is upper on 201 top surface of plate
Protrusion 202 and the lower convexity 203 that is connected on 201 bottom surface of plate, plate 201 can pad to be located at and be corresponded to up and down and adjacent two are stood
Between the bottom end plate 1111 and headboard 1112 of column 111, i.e., plate 201 can pad the bottom end plate for being provided at the column 111 of top
Between 1111 and the headboard 1112 of underlying column 111, upper raised 202 can be inserted into the bottom for the column 111 being located above
In the jack of end plate 1112, lower convexity 203 can be inserted into the jack of the headboard 1111 of underlying column 111.
As shown in Figure 16, Figure 17, further, undermost building unit group is placed on basis 400, is set on basis 400
There are multiple pre-buried anchor bolts 500, the container-type modularization assembled house with function of seismic resistance further includes the connection of muti-piece basis
Plate 600, muti-piece basis connecting plate 600 are respectively welded at the bottom end of outermost each column 111 of undermost building unit group,
Pre-buried anchor bolt 500 passes through the bottom wing listrium 1131 of corresponding basic connecting plate 600 and lower long side bar 113, and passes through nut
Fastening.
Specifically, a part of basic connecting plate 600 protrudes between undermost building unit group and basis 400, basis
Another part of connecting plate 600 is located at the outside of undermost building unit group, be not extend into undermost building unit group with
It between basis 400, but is placed only on basis 400, the another part of basic connecting plate 600 is also by pre-buried anchor bolt
It is fastened with nut.
As shown in Figure 18, Figure 19, and incorporated by reference to Fig. 1, Fig. 2, Figure 14, the present invention also provides another with function of seismic resistance
Container-type modularization assembled house comprising one layer of building unit group and multiple connecting plates, the building unit group include at least
Two above-mentioned container-type modular architectural units 100, Mei Geji with function of seismic resistance being arranged side by side along first direction
The upper long side bar 112 of vanning formula modular architectural unit 100 and lower long side bar 113 are arranged in a second direction, first direction and
Second direction is horizontal direction and is mutually perpendicular to, it is, the upper short side beam of each container-type modular architectural unit 100
114 and lower short side beam 115 along first direction be arranged；Through-hole 301 there are two being opened up on each connecting plate 300, two through-holes 301
Interval setting；
Wherein, the upper perforation on the two neighboring long side bar 112 of two neighboring container-type modular architectural unit 100
1122 correspond and adjacent in a second direction, and corresponding and adjacent two upper perforation 1122 are jointly by one piece of connecting plate
300 coverings, and the two perforation are corresponded with about 301 two through-holes on connecting plate 300, upper and lower corresponding upper perforation
1122 are connected with through-hole 301 and are equipped with a connection bolt, and connection bolt is fastened by nut.
The container-type modularization assembled house with function of seismic resistance of the present embodiment is made of one layer of building unit group, often
Layer building unit group includes at least two container-type modular architectural units 100 side by side, and left and right is side by side and adjacent two
Container-type modular architectural unit 100 is by connecting plate 300 and is bolted, due to being connected by screw bolts, house dismounting side
Just, convenient for migrating, since the groove of upper long side bar 112 and the groove of lower long side bar 113 are towards the inside of main body frame 110,
It can be completed inside each container-type modular architectural unit 100 and be bolted operation.
As shown in Figure 16, Figure 17, further, each container-type modular architectural unit 100 is placed on basis 400, base
Plinth 400 is equipped with multiple pre-buried anchor bolts 500, and the container-type modularization assembled house with function of seismic resistance further includes muti-piece
Basic connecting plate 600, muti-piece basis connecting plate 600 are respectively welded at outermost each column of undermost building unit group
111 bottom end, pre-buried anchor bolt 500 pass through the bottom wing listrium 1131 of corresponding basic connecting plate 600 and lower long side bar 113,
And it is fastened by nut.
Specifically, a part of basic connecting plate 600 protrudes between undermost building unit group and basis 400, basis
Another part of connecting plate 600 is located at the outside of undermost building unit group, be not extend into undermost building unit group with
It between basis 400, but is placed only on basis 400, the another part of basic connecting plate 600 is also by pre-buried anchor bolt
It is fastened with nut.
The connection bolt and pre-buried anchor bolt used in the present invention is high-strength bolt, and the load that can be born is big.
The present invention makes container-type modular architectural unit and assembled house have shock resistance by setting antidetonation buffer strip
Energy.The present invention carries out modular architectural assembly construction using modular architectural unit, can migrate convenient and industry meeting to build
On the basis of master is for container styling module building demand, meet structure safety, assembly easily requires.Collection of the invention
The size of vanning formula modular architectural unit can be the size of 20 feet of specification containers.
Between module (i.e. building unit) and basis of the invention, module (i.e. building unit) and module (i.e. building unit)
Connection be mainly connected by screw bolts, convenient and efficient and construction site neat and tidy.Indoor connection behaviour can be achieved in all screw rods
Make, avoid the occurrence of as construction personnel nowhere sets about and caused by not exclusively connect between unit the case where.Therefore, the present invention can be with
On the basis of guaranteeing modular architectural structural safety, substantially saves construction cost, reduces construction pollution, realize good economy
Benefit and social benefit.
The foregoing is merely the schematical specific embodiment of the present invention, the range being not intended to limit the invention.It is any
Those skilled in the art, under the premise of not departing from design and the principle of the present invention made by equivalent changes and modifications, should all
Belong to the scope of protection of the invention.And it should be noted that each component part of the invention is not limited in above-mentioned entirety answers
With, each technical characteristic described in specification of the invention can select according to actual needs one individually use or select it is multinomial
Combine use, and therefore, the present invention covers other combinations related with this case inventive point and concrete application in the nature of things.
Claims (10)
1. a kind of container-type modular architectural unit with function of seismic resistance, which is characterized in that described with function of seismic resistance
Container-type modular architectural unit includes main body frame, and the main body frame is by four columns, two upper long side bars, two
The cuboid framework that lower long side bar, two upper short side beams and two lower short side beams surround；
The every column has headboard and bottom end plate, offers one on the headboard and the bottom end plate respectively and inserts
Hole；The upper long side bar and the lower long side bar all have top flange plate, bottom wing listrium and are located at the top flange plate and institute
It states between bottom wing listrium and notch is towards the groove on the inside of the main body frame, offered on the top flange plate of the upper long side bar
Two are respectively adjacent to the upper long side bar both ends column connected and the upper perforation passed through for bolt, under the lower long side bar
It is opened up on flange plate there are two the lower long side bar both ends column connected and the lower perforation passed through for bolt is respectively adjacent to, respectively
The upper perforation corresponds up and down with each lower perforation.
2. as described in claim 1 with the container-type modular architectural unit of function of seismic resistance, which is characterized in that on described
Perforation and the distance between described column adjacent thereto are 250mm~300mm, the lower perforation and adjacent thereto described vertical
The distance between column is 250mm~300mm.
3. as described in claim 1 with the container-type modular architectural unit of function of seismic resistance, which is characterized in that on described
Long side bar is C-type steel or H profile steel, and the lower long side bar is C-type steel or H profile steel.
4. as described in claim 1 with the container-type modular architectural unit of function of seismic resistance, which is characterized in that the tool
The container-type modular architectural unit for having function of seismic resistance further includes two upper transport connections at the top of the main body frame
Part and connector is transported under two of the main body frame bottom, the upper transport connector and the lower transport connector
Include:
Two corner fittings, the corner fittings are hollow rectangular block, offer one respectively on the roof of the corner fittings, side wall and end wall
Fitting hole；
One first connecting rod, is connected between the side wall of two corner fittings；
Two the second connecting rods disposed in parallel, one end of two second connecting rods end wall with two corner fittings respectively
It connects, offers the connecting hole passed through for bolt respectively in two second connecting rods；
Wherein, the first connecting rods of two upper transport connectors are located at the surface of the two upper short side beams, and with it is described
The corner fittings of upper short side Liangping row, two upper transport connectors is located on the headboard of four columns, and described
The roof of corner fittings upward, two it is described it is upper transport connectors the second connecting rods be located at two upper long side bars just on
Side, and with the upper long side Liangping row, above and below the upper perforation on connecting hole and the upper long side bar in second connecting rod
A connection bolt is corresponded to and is equipped with, the connection bolt is fastened by nut；
The first connecting rod that connector is transported under two is located at the underfaces of the two lower short side beams, and with the lower short side
The corner fittings of Liangping row, two lower transport connectors is located at below the bottom end plate of four columns, and the corner fittings
Roof downward, the second connecting rods of two lower transport connectors are located at the underfaces of two lower long side bars,
And with the lower long side Liangping row, the lower perforation on the lower long side bar is corresponding up and down with the connecting hole in second connecting rod
And it is equipped with a connection bolt, the connection bolt is fastened by nut.
5. a kind of container-type modularization assembled house with function of seismic resistance, which is characterized in that described with function of seismic resistance
Container-type modularization assembled house, which includes about two, stacked as described in any one of claims 1 to 3 has antidetonation function
The container-type modular architectural unit and multiple plug connectors of energy；
Each column for the container-type modular architectural unit being located above and the underlying container-type module
Each column for changing building unit corresponds up and down, is equipped with a plug connector between upper and lower corresponding two columns,
The headboard of the jack and underlying column of the bottom end plate of the plug connector and the column being located above is inserted
Hole grafting, the container-type modular architectural unit being located above two under each lower perforation on long side bar and be located below
The container-type modular architectural unit two on each upper perforation on long side bar correspond up and down, upper and lower corresponding institute
It states perforation to be connected with the lower perforation and be equipped with a connection bolt, the connection bolt is fastened by nut.
6. a kind of container-type modularization assembled house with function of seismic resistance, which is characterized in that described with function of seismic resistance
Container-type modularization assembled house includes at least two layers of building unit group, multiple plug connectors and multiple connecting plates, described in every layer
Building unit group include at least two along first direction be arranged side by side it is as described in any one of claims 1 to 3 have antidetonation
The container-type modular architectural unit of function, the upper long side bar of each container-type modular architectural unit and lower long side
Liang Jun is arranged in a second direction, and the first direction and the second direction are horizontal direction and are mutually perpendicular to；It is each described
It is opened up on connecting plate there are two through-hole, two through-hole intervals are arranged；
Wherein, in two layers neighbouring of building unit group, each column of the building unit group on upper layer and lower layer
Each column of the building unit group correspond up and down, one is equipped between upper and lower corresponding two columns and described is inserted
Fitting, the plug connector and the jack of the bottom end plate for the column being located above and the headboard of the underlying column
Jack grafting；
The two neighboring long side bar of the two neighboring container-type modular architectural unit of every layer of building unit group
On upper perforation correspond in this second direction and adjacent, the upper perforation of corresponding and adjacent two is by one piece of institute
Connecting plate covering is stated, and is corresponded up and down with two through-holes on the connecting plate, described in neighbouring two layers
In building unit group, the building unit of each lower perforation and lower layer on each lower long side bar of the building unit group on upper layer
Group each long side bar on each upper perforation up and down correspond, up and down it is corresponding it is described it is lower perforation, the through-hole and it is described on
Perforation is connected and is equipped with a connection bolt, and the connection bolt is fastened by nut.
7. as claimed in claim 6 with the container-type modularization assembled house of function of seismic resistance, which is characterized in that Mei Gesuo
It states convex under plug connector includes one flat plate, the upper protrusion being connected on the plate top surface and is connected in the planar bottom surface
It rising, the flat plate pad is provided between the bottom end plate of the column and the headboard of the underlying column of top,
In the jack of the bottom end plate for the column that the upper protrusion insertion is located above, the lower convexity insertion is underlying described
In the jack of the headboard of column.
8. as claimed in claim 6 with the container-type modularization assembled house of function of seismic resistance, which is characterized in that lowest level
The building unit group be placed on the basis of, it is described on the basis of be equipped with multiple pre-buried anchor bolts, it is described have function of seismic resistance
Container-type modularization assembled house further include muti-piece basis connecting plate, basis connecting plate described in muti-piece is respectively welded at most lower
The bottom end of outermost each column of the building unit group of layer, the pre-buried anchor bolt pass through the corresponding basis even
The bottom wing listrium of fishplate bar and the lower long side bar, and fastened by nut.
9. a kind of container-type modularization assembled house with function of seismic resistance, which is characterized in that described with function of seismic resistance
Container-type modularization assembled house includes one layer of building unit group and multiple connecting plates, and the building unit group includes at least two
A container-type modularization as described in any one of claims 1 to 3 with function of seismic resistance being arranged side by side along first direction
Building unit, the upper long side bar and lower long side bar of each container-type modular architectural unit are arranged in a second direction,
The first direction and the second direction are horizontal direction and are mutually perpendicular to；It is logical there are two being opened up on each connecting plate
Hole, two through-hole interval settings；
Wherein, the upper perforation on the two neighboring long side bar of the two neighboring container-type modular architectural unit is described
It being corresponded in second direction and adjacent, the upper perforation of corresponding and adjacent two is covered by one piece of connecting plate, and
It is corresponded up and down with two through-holes on the connecting plate, the corresponding upper perforation is connected with the through-hole up and down
And it is equipped with a connection bolt, the connection bolt is fastened by nut.
10. as claimed in claim 9 with the container-type modularization assembled house of function of seismic resistance, which is characterized in that each institute
It states on the basis of container-type modular architectural unit is placed on, multiple pre-buried anchor bolts is equipped on the basis of described, it is described to have
The container-type modularization assembled house of function of seismic resistance further includes muti-piece basis connecting plate, and basis connecting plate described in muti-piece welds respectively
It connects in the bottom end of outermost each column of the building unit group, the pre-buried anchor bolt passes through the corresponding basis even
The bottom wing listrium of fishplate bar and the lower long side bar, and fastened by nut.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811607095.8A CN109469359A (en) | 2018-12-27 | 2018-12-27 | Container type modular building unit with anti-seismic function and assembled house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811607095.8A CN109469359A (en) | 2018-12-27 | 2018-12-27 | Container type modular building unit with anti-seismic function and assembled house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109469359A true CN109469359A (en) | 2019-03-15 |
Family
ID=65677514
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811607095.8A Withdrawn CN109469359A (en) | 2018-12-27 | 2018-12-27 | Container type modular building unit with anti-seismic function and assembled house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109469359A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719687A (en) * | 2020-05-25 | 2020-09-29 | 杭州西奥电梯有限公司 | Reinforcing mechanism for connecting elevator shaft and house building |
| CN111997412A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Structure is built to antidetonation room |
| CN114687589A (en) * | 2020-12-31 | 2022-07-01 | 奥动新能源汽车科技有限公司 | Stacked box-shaped equipment and power conversion station or energy storage station comprising same |
-
2018
- 2018-12-27 CN CN201811607095.8A patent/CN109469359A/en not_active Withdrawn
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719687A (en) * | 2020-05-25 | 2020-09-29 | 杭州西奥电梯有限公司 | Reinforcing mechanism for connecting elevator shaft and house building |
| CN111997412A (en) * | 2020-08-18 | 2020-11-27 | 湖南创一建设工程有限公司 | Structure is built to antidetonation room |
| CN111997412B (en) * | 2020-08-18 | 2021-10-01 | 湖南创一建设工程有限公司 | Structure is built to antidetonation room |
| CN114687589A (en) * | 2020-12-31 | 2022-07-01 | 奥动新能源汽车科技有限公司 | Stacked box-shaped equipment and power conversion station or energy storage station comprising same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| DE602004004368T2 (en) | MODULAR LOAD-LOADING STRUCTURAL PILLAR | |
| CN109469359A (en) | Container type modular building unit with anti-seismic function and assembled house | |
| KR20070005021A (en) | Two-way architectural structural system and modular support member | |
| CN104988989B (en) | Movable building structure and making method thereof | |
| CN104652610A (en) | Corner splice joint structure for box-type module building | |
| CN113863711A (en) | Reinforced structure and box room in box room of jumbo size | |
| US4034526A (en) | Structure for providing an architectural system and method for making such system | |
| CN112663824A (en) | Assembled spliced corrugated steel plate concrete combined shear wall and manufacturing method thereof | |
| JP2928832B2 (en) | Pillar configuration method | |
| CN108661179A (en) | A kind of container house bottom | |
| CN109138220B (en) | Fiber cement board composite assembled framework, wall body component and assembled steel-concrete shear wall | |
| CN209509577U (en) | Container type modular building unit with anti-seismic function and assembled house | |
| CN212742909U (en) | Integrated wallboard prefabricated house | |
| CN216195475U (en) | Modular building structure | |
| CN113247651B (en) | Manufacturing method of portal rigid frame storage structure with belt conveyor trestle | |
| CN205653888U (en) | Assemble integral quadrature inclined space steel grid box structure | |
| CN211873331U (en) | Super large span eccentric support grid structure coal shed | |
| CN209704092U (en) | Container type modular building unit and assembled house | |
| CN211499184U (en) | Corrugated steel plate combined frame structure system | |
| CN210086566U (en) | Assembled steel sheet shear wall structure | |
| CN108130953B (en) | Longitudinal rib and I-shaped steel beam connecting node and section steel beam column connecting structure | |
| CN108468381B (en) | Main bearing upright post structure of integrated house | |
| CN207739267U (en) | A kind of foundation pit steel support and foundation pit support system | |
| CN211690767U (en) | Assembled spliced deformed steel column | |
| CN212130040U (en) | Box type building module and box type modular building |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190315 |