The building method in the warehouse style house of large stereo
Technical field
The present invention relates to building field more particularly to house or do it is common building or groups of building construction method, specifically
Say be a kind of warehouse style house of large stereo building method, IPC code be E04H1/12 or E04B1/34, mainly fit
For multilayer or high-rise container house.
Background technique
Container house or movable plank house are a kind of extremely common construction styles, are more common in construction site or victory of spending a holiday
Ground.It can not only realize and conveniently and efficiently assemble also have great price advantage, thus dominated the market rapidly, and it is wide
It is general to be applied to different field.
For example, " building unit and its method of construction " of the U.S. Patent Application Publication of publication number US2008282631A1,
" flowing building structure " of the U.S. Patent Application Publication of publication number US2016237705A1, in above-mentioned technical proposal, pass through by
The quadrangle of several container frameworks cooperates, and obtains container-type groups of building after successively overlap joint combination.But it will be apparent that
Restriction of such building structure by itself frame structure, bearing capacity is limited, to limit the overall height of building structure.
To solve Carrying Capacity, the U.S. Patent Application Publication of publication number US20050108957A1 " pre-cast building list
Member and its construction process " in the technical solution, by manufacturing the unit building structure customized in factory in advance, then transports
It is successively assembled after to scene.The assembly method at its scene is then mainly by tower crane lifting, but for after being first slid horizontally into of Figure 16 c
The mode vertically fallen, specification simultaneously not yet explicitly provide structural support.It is well known that tower crane ambient wind and tower crane operation
Personnel's proficiency meeting extreme influence working efficiency, wind-force is excessive, operation is unskilled, will lead to house unit and is difficult to alignment framework knot
Structure causes that house unit can not be slides quickly into.
Summary of the invention
The object of the present invention is to provide a kind of stereo warehouse formula houses, fundamentally solve the above problem, have knot
The advantages that structure is simple and compact, convenient to use, construction cost is low, stable structure is reliable.
To achieve the above object, the present invention provides the following technical scheme that the side of building in the warehouse style house of the large stereo
Method is characterized in that, comprising the following steps:
Step 1, steel structure assembly, the container house component after customization after the completion of factory manufactures, are passed through into logistics system in advance
System is transported to erecting bed;
Step 2, ground is built on the ground, and such as concrete or pre-buried steel construction, pedestal is then fixed on by ground by bolt
On;
Step 3, column is plugged in pedestal, and be bolted it is firm, then between column pass through bolt and corner fittings
Crossbeam is installed;
Step 4, several C-type steels are surrounded into a manner of being open inwardly slide track component, and successively limited on crossbeam, adjacent
Between slide track component, limited by the way that cant beam is arranged;
Step 5, when building each layer container house, house unit frame is built on ground or equivalent layer first, passes through pulley
The frame is slid into or is embedded in slide track component by component, and each wallboard (such as Side fascia, partition wall are built after frame is embedded in bottom plate
Plate etc.), then top plate is installed, balustrade assemblies are finally selectively installed.
Beneficial effects of the present invention: the present invention effectively increases multi-deck container building by setting steel structure framework
Structural strength, breaches that the number of plies is higher, more unstable bottleneck.Rigid structure two sides space is broader, alignment when conducive to tower crane,
It is adjusted by simple spanner, the unlock and locking of container can be realized, can be realized by the self weight of container more steady
Surely it limits, to keep structure more succinct, work progress is more convenient.
Adjustable pulley assembly is set on container, the lifting of container can be realized by simple mode, is being collected
Unlock is realized when vanning rises, so that required position can be slid into along sliding rail along by pulley assembly in assembly, in disassembly,
It is convenient to take out from frame structure.Locking is realized in container decline, without using additional adjustment mechanism.
Detailed description of the invention
Fig. 1 is the isometric side structure schematic view of use state of the present invention.
Fig. 1 a is the partial enlargement structural representation of Fig. 1.
Fig. 2 is the schematic view of the front view of Fig. 1.
Fig. 3 is the side structure schematic view of Fig. 1.
Fig. 4 is the isometric side structure schematic view of frame structure of the present invention.
Fig. 4 a is the partial enlargement structural representation of Fig. 4.
Fig. 5 is the structural schematic diagram of the first connection component of the invention.
Fig. 5 a is the configuration schematic diagram of Fig. 5.
Fig. 6 is the structural schematic diagram of the embodiment of the present invention 3.
Fig. 7 is the installation process schematic diagram of one of wallboard of the present invention.
Specific embodiment
Below in conjunction with Fig. 1 ~ 7, pass through the specific embodiment content that the present invention will be described in detail.
Embodiment 1
The stereo warehouse formula house includes the parts such as frame assembly 1, container assemblies 2, ceiling assembly 3.Wherein, frame assembly 1
Including pedestal 16, the column being set on the base 11, the crossbeam 12 perpendicular to column 11, the slide track component that is arranged on crossbeam 12
13, the cross one another support that the cant beam 14 between adjacent slide track component 13 is set, is arranged between the crossbeam 12 of the bottom
Beam 15, slide track component 13 protrude from 12 outside of crossbeam, and the horizontal direction of slide track component 13 is limited by column 11.
Container assemblies 2 include closed container framework, wall panel element, are arranged on the protrusion part of slide track component 13
Balustrade assemblies 21, the pulley assembly 22 of container framework bottom is set.
Bottom pulley component 22 includes with the connecting rod 223 being assemblied in engagement plate 224 by bearing 222, by pin shaft 225
The pulley 226 being connected on connecting plate 227,223 lower half of connecting rod are equipped with external screw thread, and bottom is equipped with hexagon end head, interconnecting piece 221
It is equipped with perforative screw hole, 223 lower half of connecting rod is screwed in the screw hole of interconnecting piece 221, and interconnecting piece 221 is arranged in connecting plate
On 227, engagement plate 244 is equipped with for limiting in the convergence part of " arch door shape " in container framework corner.
Embodiment 2
Following steps can be used in installation process of the invention:
Step 1, ground is built on the ground, and such as concrete or pre-buried steel construction, pedestal is then fixed on by ground by bolt
On.
Step 2, column 11 is plugged in pedestal, and is bolted firm, then pass through spiral shell between column 11
Bolt and corner fittings install crossbeam 12.
Step 3, several C-type steels are surrounded into a manner of being open inwardly slide track component 13, and successively limited on crossbeam 12,
Between adjacent slide track component 13, limited by the way that cant beam 14 is arranged.
Step 4, bottom pulley component 22 by the container house unit pre-set by lifting by way of it is horizontal
To sliding among slide track component 13.
In the step 4, the connecting rod 223 of bottom pulley component 22 can be rotated by spanner, to adjust the height of engagement plate 224
Degree, when engagement plate 224 rises, " arch door shape " structure of engagement plate 224 can rise container, can realize container at this time
Slide, when container reaches 13 middle part of slide track component, in the height for reducing engagement plate 224 by spanner swivel link 223
Degree, container is slowly fallen at this time, is realized under the influence of self weight and is stablized limit.
Embodiment 3
To build the container house with broader usable floor area, logistics transportation is unfavorable for using the method built in advance, because
This, present invention employs another installation processes, following steps can be used:
Step 1, steel structure assembly (mainly including column, crossbeam, bolt assembly etc.), the container house component after customization is pre-
First after the completion of factory's manufacture, transported by logistics system to erecting bed.
Step 2, ground is built on the ground, such as concrete or pre-buried steel construction, is then fixed on pedestal by bolt
On ground.
Step 3, column 11 is plugged in pedestal, and is bolted firm, then pass through spiral shell between column 11
Bolt and corner fittings install crossbeam 12.
Step 4, several C-type steels are surrounded into a manner of being open inwardly slide track component 13, and successively limited on crossbeam 12,
Between adjacent slide track component 13, limited by the way that cant beam 14 is arranged.
Step 5, when building each layer container house, house unit frame is built on ground or equivalent layer first, is passed through
The frame is slid into or is embedded in slide track component by pulley assembly, built after frame is embedded in bottom plate each wallboard (such as Side fascia, every
Disconnected wallboard etc.), then top plate is installed, balustrade assemblies are finally selectively installed.
Embodiment 4
Further, on the basis of embodiment 3, when there is house unit the biggish wallboard 23(of area preferably to use color steel plate)
When, it is unfavorable for installing using common structure, notch arrangement (as shown in Figure 7) is set in wallboard bottom thus, Shi Zeke is installed
What is consolidated under the action of notch arrangement again after wallboard is dug in inside is overlapped on unit framework 23.
Description of symbols:
1 frame assembly
11 columns
12 crossbeams
13 slide track components
14 cant beams
15 supporting beams
16 pedestals
2 container assemblies
21 balustrade assemblies
22 bottom pulley components
221 interconnecting pieces
222 bearings
223 connecting rods
224 engagement plates
225 pin shafts
226 pulleys
227 connecting plates
23 unit frameworks
24 wallboards
3 ceiling assemblies.