CN103243934B - The Housing system of single single footing institute construction and building method thereof - Google Patents

The Housing system of single single footing institute construction and building method thereof Download PDF

Info

Publication number
CN103243934B
CN103243934B CN201310147816.2A CN201310147816A CN103243934B CN 103243934 B CN103243934 B CN 103243934B CN 201310147816 A CN201310147816 A CN 201310147816A CN 103243934 B CN103243934 B CN 103243934B
Authority
CN
China
Prior art keywords
mounting base
loop wheel
wheel machine
ground
unit
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.)
Expired - Fee Related
Application number
CN201310147816.2A
Other languages
Chinese (zh)
Other versions
CN103243934A (en
Inventor
黄旭华
张利宏
郭俊泽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANGHAI M3-HOUSE Co Ltd
Original Assignee
SHANGHAI M3-HOUSE Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHANGHAI M3-HOUSE Co Ltd filed Critical SHANGHAI M3-HOUSE Co Ltd
Priority to CN201310147816.2A priority Critical patent/CN103243934B/en
Publication of CN103243934A publication Critical patent/CN103243934A/en
Application granted granted Critical
Publication of CN103243934B publication Critical patent/CN103243934B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The Housing system of a kind of single single footing institute construction and building method thereof, comprise the pillar shape ground being positioned at ground, detachable on ground mounting base is installed, detachablely on mounting base be installed with bracing frame, on bracing frame, combination is provided with assembled house, and assembled house comprises several wall panel elements, floor unit and top plate unit; Assembled house is connected with ground by stairway unit, and its building method, by installing mounting base on ground, mounting base installs loop wheel machine, after each several part lifting being installed, then loop wheel machine has been dismantled last installation by loop wheel machine.Structure of the present invention is simple, and floor space is little, covers little, the equal blocking of each parts, and be applicable to hand haulage, applicable hillside constructs house.

Description

The Housing system of single single footing institute construction and building method thereof
Technical field
The present invention relates to a kind of building, referring to can the assembled house of dismountable, refers in particular to and is adapted at hillside, assembled house that precipitous physical features uses.
Background technology
In building trade, traditional building is fixing irremovable building body, and along with the fast development of society, city dilatation, urban planning is maked rapid progress, and is everywhere to remove from rebuilding.Hinder the removal of the fixed building of planning to rebuild it costly to hold high.The masses removed in the removal process of several years, owing to being that temporary accommodation is also difficult to a comfortable dwelling environment.Further, when running into very serious natural calamity again, such as Wenchuan earthquake causes a large amount of house collapses, and masses suffering from disaster do not have shelter, can only in process of reconstruction, and time of several years is all lived in the board house of stuffy, humid, and living condition is arduous especially.
Along with the development of building trade in recent years, there is the combination room being similar to container of dismountable moving.A combination room is combined into by the container wall of six dismountings capable of being combined.This kind of combination room is built conveniently, but aesthetics is inadequate.Commercially develop a kind of detachable combination room being built into similar traditional architecture thing capable of being combined at present, this detachable combination room can build at least six layers arbitrarily, the building being combined into and there is several unit can be built, its have daylighting good, ventilate, advantage that area is large, multiple functional.But it also has certain shortcoming.Carry out combination owing to adopting modular architectural cabin body unit to build, its minimum modulus blocking building cabin body unit volume must be applicable to communications and transportation, cannot in railway and highway transportation when volume is excessive.And when transporting, a car can only transport a building cabin body unit at every turn.In combination installation place, handling and installation must be carried out respectively to each cabin body unit, and then combine.Its shortcoming is that conevying efficiency is low, and when combining installation, need lift body house, cabin module with Large-scale Hoisting equipment, be adapted at the smooth part of physical features and build composition, its shortcoming is not suitable for hillside.
Due to hillside physical features inclination steeper, if when hillside will build bodyization combination room, cabin, need smooth hillside, due to the inconvenient engineering mechanical device motion of hillside, need people to carry on the back pickaback, cabin body composition, due to Heavy Weight, cannot be transported on hillside, if open up the passage that applicable plant equipment is run in addition, then construction volume is huge.
Summary of the invention
Technical problem to be solved by this invention is to provide the composition that a kind of applicable hillside is built, and its floor space is little, is applicable to a dead lift.
For solving the problems of the technologies described above, technical scheme provided by the invention is the Housing system of a kind of single single footing institute construction, comprise the pillar shape ground being positioned at ground, detachable on described ground mounting base is installed, detachablely on described mounting base be installed with bracing frame, on support frame as described above, combination is provided with assembled house, and described assembled house comprises several wall panel elements, floor unit and the top plate unit that are mutually locked; Described assembled house is connected with ground by stairway unit.
Described ground is reinforced cement concrete ground, and described ground comprises the block shape base be connected with ground, forms column connecting struts, described connecting struts upper end is provided with connector at described piece of shape base upper.
Described mounting base lower end offers installing hole, and described mounting base is fixedly mounted on described ground through described installing hole by nut by the connector on described connecting struts; Radially extend an annular end face week at the upper end end face of described mounting base, be spaced apartly on the end surface provided with screw; Horizontal support connector is had along the described outside interval of annular end face radial direction is extended; The periphery wall at the two ends up and down of the mounting base of corresponding described horizontal support connector is respectively arranged with fixed support connector; Described horizontal support connector and described fixed support connector offer screw respectively.
Support frame as described above is by comprising cross binding frame and skewed horizontal load frame, described cross binding frame and skewed horizontal load frame one end are connected and are integrated, the other end of described cross binding frame is connected with the described horizontal support connector of described mounting base upper end and described fixed connecting piece, and the other end of described skewed horizontal load frame is connected with the described fixed connecting piece of described mounting base lower end.
Described mounting base has the hollow bulb passed for hydroelectric line.
The adjacent described wall panel element that need be mutually locked, described floor unit, described top plate unit, described cross binding frame are arranged at intervals with the fixed connecting piece with screw and fixing threaded hole respectively, through the screw on described fixed connecting piece and described fixing threaded hole, adjacent described wall panel element, described floor unit, described top plate unit, described cross binding frame are locked in together by screw.
Described top plate unit comprises herringbone beam, and described herringbone beam is arranged on described wall panel element; Be arranged on the supporting traverse on described herringbone beam; Several ceiling module combination is arranged on described supporting traverse and described wall panel element.
In order to realize technique scheme, present invention also offers the building method of the Housing system according to the arbitrary described single single footing institute construction of claim 1 to 7, it comprises the steps: 1) prefabricated pillar shape ground on hillside, described pillar shape ground upper surface is provided with connector; 2) on described pillar shape ground, mounting base is installed; 3) on described mounting base install can 360 degree rotations loop wheel machines, described loop wheel machine is assembled by several loop wheel machine unit detachable, and the loop wheel machine body that described loop wheel machine is positioned at roof rail support top position place has the angle of inclination that can dodge described roof rail support; 4) by described loop wheel machine support frame as described above lifted and be fixed on described mounting base; 5) by described loop wheel machine described wall panel element, described floor unit, described top plate unit, described stairway unit lifted successively and carry out combination to installed position and install; 6) by described loop wheel machine, the described floor unit and described top plate unit that are positioned at described loop wheel machine place are lifted on support frame as described above; 7) described loop wheel machine unit is removed from top to bottom one by one; 8) the described floor unit and described top plate unit that are positioned at described loop wheel machine place are carried out respectively combination to install.
The present invention uses for the amplification of hillside land resources; General hillside is not also suitable for applying of house construction, and mainly the house foundation of hillside applies that comparatively difficulty, expense are comparatively large and hillside cannot use engineering truck, machinery builds construction fast; Native system only utilizes the mode of single single footing, can reach the application target that house builds up fast, and effectively can protect hillside land resources and reduce the covering that house is shielded in land area.
Native system be by prefabrication become housing floor, wallboard, room plate over all Integration system plate, utilize manpower can the mode of load exercise be transported to cannot use huge tool car, engineering site that machinery is built, carry out the package system that house is built fast.
The present invention emphasizes on extreme terrain, builds system for the Rapid Combination of building, the removable house moved.Utilize single single footing to become the carrier of combined system, the then secondary handling improving integrated system plate, group are stood, and use to be built into house.
Accompanying drawing explanation
Fig. 1, ground, mounting base, loop wheel machine combining structure schematic diagram.
Fig. 2, ground, mounting base, bracing frame, loop wheel machine combining structure schematic diagram.
Fig. 3, lifting installation process structural representation.
Fig. 4, lifting installation process structural representation.
Fig. 5, lifting installs rear structural representation.
Detailed description of the invention
For technique scheme, now lift a preferred embodiment and be specifically described in conjunction with diagram.The present invention includes and be positioned at ground 1, mounting base 2, loop wheel machine 3, bracing frame 4, wall panel element 5, floor unit 6, top plate unit 7, stairway unit 8, wherein.
First, the materials such as cement, reinforcing bar, the wall panel element be prefabricated in the factory, floor unit, top plate unit, stairway unit, loop wheel machine and instrument are manually carried on the hillside of construction by utilization.Because being of element of construction in each combination room prefabricated can the parts of manpower transport, therefore, be suitable for the hillside assembling combination room can not employed at big machinery.
Ground 1, referring to Fig. 1, is reinforced cement concrete ground.Utilize and manually on hillside, dig out a small area of ground base, carry out ground cast by cement, steel concrete and form ground 1.This ground 1 comprises square ground pedestal 11, has column connecting struts 12 at ground pedestal upper, and the end face of the upper surface of column connecting struts 12 is arranged at intervals with the rebar connector for connecting.
Mounting base 2, referring to Fig. 1, in this enforcement, this mounting base has hollow bulb, and its material is metal material, such as steel matter.The suitable size of mounting base 2 in hand haulage, when mounting base 2 due to combination house owner body structure large time, it can be divided into several structure that can be interconnected and fixed.All ring-type end wall is outward extended with along its end face radial direction in the upper and lower end face of mounting base 2.The lower end end wall of mounting base 2 offers the screw that the rebar connector of same ground 1 is corresponding.Also spaced apartly in the upper end wall of mounting base 2 screw is provided with, the upper end of mounting base 2 is provided with horizontal support connector 21, the periphery wall of the lower end of the mounting base 2 of corresponding horizontal support connector 21 is provided with skewed horizontal load connector 22, horizontal support connector 21 and skewed horizontal load connector 22 offer screw respectively.
Loop wheel machine 3, referring to Fig. 1, is made up of several segmented loop wheel machine element of construction, structure like this, and just in order to when hillside, loop wheel machine is suitable for hand haulage's carrying.Each segmented loop wheel machine element of construction of loop wheel machine 3 can be bolted fixing each other.The upper end surface that loop wheel machine 3 is bolted on mounting base bottom positions, and other each segment structure unit of loop wheel machine are fixedly connected sequentially and form complete loop wheel machine 3 above.Loop wheel machine 3 is in the angled bending of element of construction at combination roofing slab supporting traverse place, certain angle is taked to be that N shape bends, the loop wheel machine braced structures being positioned at more than top plate supporting crossbeam is made to be positioned on two parallel lines with the loop wheel machine braced structures being positioned at below top plate supporting crossbeam, after it can ensure that loop wheel machine installs, when installing top plate supporting crossbeam, loop wheel machine supportive body can not cause top plate supporting crossbeam to install because of the position taking top plate supporting crossbeam.The top lifting part of loop wheel machine 3 can 360 degree of rotations, the conveniently parts of lifting combination room all directions.
Bracing frame, referring to Fig. 2, is made up of horizontal shore 41 and skewed horizontal load frame 42, horizontal shore 41 and skewed horizontal load frame 42 offers several screw respectively.Before lifting, first one end of skewed horizontal load frame 42 is bolted to connection horizontal shore 41 adjacent one end, makes the other end of horizontal shore 41 and skewed horizontal load frame 42 at an angle simultaneously.By loop wheel machine 3, bracing frame is lifted, and the other end of the horizontal shore 41 of bracing frame is fixedly connected with by bolt with skewed horizontal load connector respectively with the horizontal support connector of mounting base upper end; The other end of skewed horizontal load frame 42 and the skewed horizontal load connector of mounting base lower end are bolted to connection.Horizontal shore is for installing all parts in fixed Combination room, and skewed horizontal load frame is used for the load bearing support to horizontal shore.In the present embodiment, on the four direction of mounting base, be symmetrically installed with four bracing frames, for support combinations room all parts.Certainly, also on mounting base, symmetry can be installed by the bracing frame of four more than.
Wall panel element 5, referring to Fig. 3, Fig. 4, Fig. 5, wall panel element 5 is for being prefabricated in the factory, and it comprises quadrilateral frame and is fixedly mounted on the wallboard on each framework.Its underframe and two body side frames adjacent with underframe are arranged at intervals with fixed connecting piece respectively, this fixed connecting piece offers screw, the framed side wallboard that fixed connecting piece correspondence connects offers fixing threaded hole.When fixing assembling wall panel element, by loop wheel machine, wall panel element is sling on horizontal shore, by screw through screw on the fixed connecting piece on wall panel element underframe and horizontal shore by wall panel element fixed Combination on horizontal shore.Then adjacent wall board unit is locked in together through the fixed connecting piece of adjacent wall board unit and fixing threaded hole by screw.L-shaped inside the underframe of wall panel element both sides, several screw is offered on one side in the level of L shape, horizontal shore is fixed with several support keel 43, and this support keel 43, in the shape of falling T-shaped, spaced apartly in the both sides bottom horizontal of this support keel 43 is provided with several fixing threaded holes.Support keel 43 underframe L-shaped with wall panel element is parallel.Floor unit (not shown) is sling on horizontal shore by loop wheel machine, is screwed and is arranged on support keel and the L-shaped underframe of wall panel element.Due to the existence of loop wheel machine, the floor unit being positioned at loop wheel machine place wouldn't be installed.
At wall panel element, the suitable distance in interval above the upper frame of both sides is provided with several fixed connecting piece, fixed connecting piece offers screw, when top plate unit is installed, on support frame in top plate unit, correspondence position also offers screw, top plate unit is fixed on wall panel element by the support frame screw of screw through fixed connecting piece and top plate unit.Spaced apartly on wall panel element in addition relatively both sides upper frame be provided with screw.
Top plate unit, referring to Fig. 3, Fig. 4, Fig. 5, it comprises herringbone beam, supporting traverse 71 and top board 72.Herringbone beam's structure is prefabricated structure, herringbone beam is sling by loop wheel machine, herringbone beam to be fixedly mounted on on upper frame that wall panel element offers the relative both sides of screw by screw.Supporting traverse 71 is fixedly mounted on herringbone beam.The both sides along its length of supporting traverse 71 are L-shaped, and this L shape limit marginating compartment is provided with the fixed connecting piece with screw identical with wall panel element, form a fixing accommodation space between fixed connecting piece and main body of cross-beam.Top board 72 is made up of the ceiling module of several suitable hand haulage.Each ceiling module comprises support frame and top board face, and the screwhole position on the corresponding fixed connecting piece of top plate supporting framework also offers screw.By the herringbone beam of loop wheel machine by top plate unit, supporting traverse, top board is sling successively, fixedly mount respectively, herringbone beam is fixed on the upper frame of wall panel element, supporting traverse is fixed on herringbone beam, the support frame of ceiling module is fixed on the upper frame of supporting traverse and wall panel element, be placed at the support frame at supporting traverse place and formed between fixed connecting piece and main body of cross-beam in a fixing accommodation space and be screwed, the support frame being positioned at wall panel element upper frame place to be connected with the fixed connecting piece at wall panel element place by screw and to be fixed on wall panel element upper frame by support frame.The fixed installation of top board face on the support frame.
The ceiling module being positioned at loop wheel machine present position place wouldn't be fixed due to the existence of loop wheel machine, is first positioned on top board that side fixes.In the present embodiment, referring to Fig. 3, Fig. 4, Fig. 5, horizontal shore is also fixed with corridor unit 9, corridor unit 9 is fixedly connected with side wall panel element.Stairway unit 8 one end is fixedly connected with corridor, building unit 9, and the detachable fixed installation of the other end on the ground.
Loop wheel machine is removed in segmentation, is removed by loop wheel machine from mounting base.After removing loop wheel machine, fixed by the fixed installation of ceiling module and the laying of floor unit manually carrying out loop wheel machine present position place.
After combination room installs, routing electric wires, water pipe are walked the pipelines such as the pipe outer ground of hollow bulb in mounting base of all can giving a farfetched interpretation and are connected within doors, owing to using the hollow bulb cabling of mounting base to walk pipe, ensure that the hydroelectric line marshalling in combination room, do not affect combination room overall appearance layout.
As required, the Housing system of single single footing institute of the present invention construction also can every three groups together shape triangular in shape be combined into an assembled house system, overcome single one group of built-up roofing and amass smaller defect.
First be prefabricated in the factory wall panel element, floor unit, mounting base, bracing frame, herringbone beam, supporting traverse, top plate unit, customization segmented loop wheel machine, is then transported to the accessibility place nearest from construction position of machine tool by mechanized manner.Then by a dead lift, by required all parts and the raw material such as cement, concrete and tool carrier to building region.What then start the Housing system of single single footing of the present invention builds step: casting reinforced concrete pillar shape ground on the ground, during cast, is reserved with the rebar connector for connection pedestal above the connecting struts of pillar shape ground.Mounting base installed by ground, then fixing loop wheel machine is installed on mounting base; By loop wheel machine support member sling and be fixed on four perisporiums of mounting base.By loop wheel machine wall panel element, support keel, floor unit, corridor, building unit, top plate unit, stairway unit etc. are sling successively and combination is installed, then loop wheel machine is removed, finally the floor unit at loop wheel machine position place and ceiling module are carried out installation and lock.
The combination room with single single footing of the present invention, because ground floor space is little, all parts is suitable for a dead lift, and therefore it is suitable for the place being built in the unsuitable do mechanization operations such as hillside.Distance ground, combination room of the present invention has certain distance, very little for ground dead area, can afforest or plant other plant or flowers and plants further, can improve the green coverage of residence, improve dwelling environment for the ground be positioned at below combination room.

Claims (6)

1. the Housing system of single single footing institute construction, it is characterized in that comprising the pillar shape ground being positioned at ground, detachable on described ground mounting base is installed, detachablely on described mounting base be installed with bracing frame, on support frame as described above, combination is provided with assembled house, and described assembled house comprises several wall panel elements, floor unit and the top plate unit that are mutually locked; Described assembled house is connected with ground by stairway unit; Described pillar shape ground is reinforced cement concrete ground, and described pillar shape ground comprises the block shape base be connected with ground, forms column connecting struts at described piece of shape base upper, and described column connecting struts upper end is provided with connector; Described mounting base lower end offers installing hole, and described mounting base is fixedly mounted on described pillar shape ground through described installing hole by nut by the connector on described column connecting struts; Radially extend an annular end face week at the upper end end face of described mounting base, spaced apartly in described annular end face be provided with screw; Horizontal support connector is had along the described outside interval of annular end face radial direction is extended; The periphery wall at the two ends up and down of the mounting base of corresponding described horizontal support connector is respectively arranged with fixed support connector; Described horizontal support connector and described fixed support connector offer screw respectively.
2. the Housing system of single single footing institute according to claim 1 construction, it is characterized in that support frame as described above comprises cross binding frame and skewed horizontal load frame, described cross binding frame and skewed horizontal load frame one end are connected and are integrated, the other end of described cross binding frame is connected with the described horizontal support connector of described mounting base upper end and described fixed support connector, and the other end of described skewed horizontal load frame is connected with the described fixed support connector of described mounting base lower end.
3. the Housing system of single single footing institute according to claim 1 construction, is characterized in that described mounting base has the hollow bulb passed for hydroelectric line.
4. the Housing system of single single footing institute according to claim 2 construction, it is characterized in that on the adjacent described wall panel element that need be mutually locked, described floor unit, described top plate unit, described cross binding frame, be arranged at intervals with the fixed connecting piece with screw and fixing threaded hole respectively, through the screw on described fixed connecting piece and described fixing threaded hole, adjacent described wall panel element, described floor unit, described top plate unit, described cross binding frame are locked in together by screw.
5. the Housing system of single single footing institute according to claim 1 construction, is characterized in that described top plate unit comprises herringbone beam, and described herringbone beam is arranged on described wall panel element; Be arranged on the supporting traverse on described herringbone beam; Several ceiling module combination is arranged on described supporting traverse and described wall panel element.
6., according to the building method of the Housing system of the arbitrary described single single footing institute construction of claim 1 to 5, it comprises the steps: 1) prefabricated pillar shape ground on hillside, described pillar shape ground upper surface is provided with connector; 2) on described pillar shape ground, mounting base is installed; 3) on described mounting base install can 360 degree rotations loop wheel machines, described loop wheel machine is assembled by several loop wheel machine unit detachable, and the loop wheel machine body that described loop wheel machine is positioned at roof rail support top position place has the angle of inclination that can dodge described roof rail support; 4) by described loop wheel machine support frame as described above lifted and be fixed on described mounting base; 5) by described loop wheel machine described wall panel element, described floor unit, described top plate unit, described stairway unit lifted successively and carry out combination to installed position and install; 6) by described loop wheel machine, the described floor unit and described top plate unit that are positioned at described loop wheel machine place are lifted on support frame as described above; 7) described loop wheel machine unit is removed from top to bottom one by one; 8) the described floor unit and described top plate unit that are positioned at described loop wheel machine place are carried out respectively combination to install.
CN201310147816.2A 2013-04-26 2013-04-26 The Housing system of single single footing institute construction and building method thereof Expired - Fee Related CN103243934B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201310147816.2A CN103243934B (en) 2013-04-26 2013-04-26 The Housing system of single single footing institute construction and building method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201310147816.2A CN103243934B (en) 2013-04-26 2013-04-26 The Housing system of single single footing institute construction and building method thereof

Publications (2)

Publication Number Publication Date
CN103243934A CN103243934A (en) 2013-08-14
CN103243934B true CN103243934B (en) 2016-04-20

Family

ID=48923782

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201310147816.2A Expired - Fee Related CN103243934B (en) 2013-04-26 2013-04-26 The Housing system of single single footing institute construction and building method thereof

Country Status (1)

Country Link
CN (1) CN103243934B (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103485415A (en) * 2013-09-05 2014-01-01 常熟市董浜镇徐市嘉峰机械厂 Splicing structure
CN105317171A (en) * 2015-03-30 2016-02-10 杨华 House sightseeing layer and simple roof
CN106149885A (en) * 2015-04-16 2016-11-23 杨华 Simple building structure and the house containing its structure
CN104947943A (en) * 2015-05-13 2015-09-30 韩凯 Transporting method of modular mobile house
CN105951996B (en) * 2016-06-21 2018-12-11 程爱辉 A kind of yurt pedestal and yurt
CN109797863B (en) * 2019-01-24 2020-07-31 温州立胜建设有限公司 Structure is built in quick detachable interim room

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4009542A (en) * 1976-02-25 1977-03-01 Hutton Developments Ltd. Footings and foundations for building
US5267420A (en) * 1991-04-05 1993-12-07 Sam Segman Building construction
WO2004005652A1 (en) * 2002-07-05 2004-01-15 Panagiotis Anagnostopoulos Floating earthquake proof structure
CN202578032U (en) * 2012-05-25 2012-12-05 赵伟安 Assembled-type villa
CN203188366U (en) * 2013-04-26 2013-09-11 上海魔立方新型房屋有限公司 House system built through single independent foundation

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090211178A1 (en) * 2008-02-27 2009-08-27 Marshall Frederick S System for Forming a Movable Slab Foundation

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4009542A (en) * 1976-02-25 1977-03-01 Hutton Developments Ltd. Footings and foundations for building
US5267420A (en) * 1991-04-05 1993-12-07 Sam Segman Building construction
WO2004005652A1 (en) * 2002-07-05 2004-01-15 Panagiotis Anagnostopoulos Floating earthquake proof structure
CN202578032U (en) * 2012-05-25 2012-12-05 赵伟安 Assembled-type villa
CN203188366U (en) * 2013-04-26 2013-09-11 上海魔立方新型房屋有限公司 House system built through single independent foundation

Also Published As

Publication number Publication date
CN103243934A (en) 2013-08-14

Similar Documents

Publication Publication Date Title
CN103243934B (en) The Housing system of single single footing institute construction and building method thereof
US20120255240A1 (en) Prefabricated container house
Wakisaka et al. Automated construction system for high-rise reinforced concrete buildings
CN203188366U (en) House system built through single independent foundation
CN107816209A (en) The large-scale Roof Truss construction technology of installation is lifted across outer both sides
CN103046740B (en) Large-span moving-door type combined formwork system
CN107558727A (en) Vertical stretched operation frame and its installation and removal method for low level jacking formwork
CN105926765B (en) The regular polygon of falling umbrella steel structure module and its installation method
CN1423020A (en) Multiple-story building construction method and its special lifting equipment
CN103375033A (en) Integrated communication base station
CN104533097A (en) Recursive stair type construction method for fabricated multi-layer building
CN110578339A (en) construction method of shaft type underground stereo garage
CN104314315A (en) Construction method for mounting steel arch frame
CN102787717B (en) Self-supporting combined steel template construction method
CN105040897B (en) A kind of assembled house wallboard produces installation method and wallboard connecting structure
CN204876576U (en) Building construction system
ES2746423T3 (en) Portable plant for the manufacture of precast concrete elements for concrete tower
CN204753629U (en) Assembled precast concrete box culvert
JP3212233B2 (en) Power plant construction method using overhead crane
KR101212578B1 (en) The connection method and segment to construct in vertical vent
JP5953585B2 (en) Building moving system and mobile house
CN208202757U (en) A kind of ground integration packaged type fast-assembling tower
CN106088599A (en) Basement ground floor structure elder generation opening rear enclosed construction method between groups of building
JP3212231B2 (en) Plant construction method and construction equipment
RU156124U1 (en) Reinforced concrete frame of multi-storey building

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
C10 Entry into substantive examination
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160420

Termination date: 20160426