CN1311840A - Prefabricated building systems - Google Patents
Prefabricated building systems Download PDFInfo
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- CN1311840A CN1311840A CN99809087A CN99809087A CN1311840A CN 1311840 A CN1311840 A CN 1311840A CN 99809087 A CN99809087 A CN 99809087A CN 99809087 A CN99809087 A CN 99809087A CN 1311840 A CN1311840 A CN 1311840A
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- frame member
- floor
- limit frame
- shingle nail
- building
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- 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
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3445—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts foldable in a flat stack of parallel panels
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- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Joining Of Building Structures In Genera (AREA)
- Residential Or Office Buildings (AREA)
Abstract
A relocatable building structure which is formed from transportable prefabricated modules (11F) which include wall, floor and/or roof panel sections (14, 15). Each panel is formed from panel sections (12) which have frame side members (19) which are joined together during erection, either directly or indirectly, through joining members (21) positioned between the frame side members to form the panels. The joining members (21) extend beyond the joined wall panel sections (14) and provide the interconnection between the floor (15), wall (14) and roof panel sections. Selected wall panel sections (12) are connected by hinges (18) to selected floor panel sections (15) such that they may be raised pivotally one after the other from a stacked overlying position to their operative standing positions. An adjustable building support post is described together with a method of erecting a floor section with adjustable posts.
Description
The present invention relates to building unit, its structure and the installation of pre-fabricated building.Particularly, the present invention relates to adopt the pre-fabricated building of precasting steel frame, for example repositionable building.
A kind of prefabricated building system is disclosed in we previous international patent application No.PCT/AU94/00335, it is adjacent with the limit frame member of the shingle nail frame part that adjoins that wherein many similar shingle nail frame parts are arranged to, but the connecting elements that is positioned at therebetween separates, and the limit frame member rigidly fixes together to each other.The limit frame member that connects each other that separates each other defines and concentrates on the normal load path on the space between the frame member of limit.Top and bottom connecting elements extend vertically up to outside the frame member of limit, are used to interconnect the complementary framing component on it or under it.Preferably is, load paths aligns with the grid line of fixing floor level grid, and the shingle nail part is cut apart fifty-fifty by corresponding vertical grid plane thus.This layout can realize standardization, and for the manufacturing very economical of the steel frame panel component in tight fit gap.
Present native system is with respect to the remarkable advantage of the existing system freedom particularly in planning/roof design, and need not sacrifice the advantage that it brings.Yet its not specific finger is as in the mine or install remote districts and build the required repositionable building of low-cost comfortable house in the economically less developed region.
Preferably, this repositionable building can enough containerized traffics arrive the infield, can finish in the infield by the inexperienced operator and to install and to transport, and need minimum Aided Machine, for example crane and batch (-type) concrete mixing plant.Equally preferably, building panel is made tabular in advance, and also window and door and accessory system can be installed if desired.
In addition, in many this application, be necessary to form such building construction, this building construction is provided with independent chamber unit, is used for several people or group and stays, and they are the wall sound insulation with space by separately each other.
An aspect of of the present present invention relates to a kind of Collapsible building that is made of transportable prefabricated plate, comprising:
Wall, floor and/or roof panels, wherein each panel is made of one or more faceplate part;
Each faceplate part includes the limit frame member, and in installation process, described limit frame member links together directly or indirectly by therebetween connecting elements, to form shingle nail, floor panel and/or roof panels;
The connecting elements that is connected to wall limit frame member end extends beyond the shingle nail part that is connected, and providing and the interconnecting of floor and roof panels, and is connected on its limit frame member;
Selected shingle nail partly is hinged and is connected on the selected floor panel part, and they can be one by one pile up from one and keep flat the position and be elevated to its operative upright position pivotally like this.
Connecting elements can be provided with relative screwed hole, by bolt is inserted wherein, makes between the frame member of wall limit and can be connected to each other directly.Perhaps, can be provided with one and separate connecting elements with each wall limit frame member is associated, it extends across the shingle nail part that is connected, and provide and the interconnecting of floor and/or roof panels, above-mentioned separation connecting elements is by being connected each wall limit frame member with floor that is connected and/or roof panels, thereby wall limit frame member is linked together indirectly.When relating to this building hereinafter, the description of roof panels also be can be used as the reference of ceiling.
The separation connection panel that wall limit frame member is connected on the floor panel part can form the hinge that is installed on the shingle nail part of the part that is articulated and connected between shingle nail part and the floor panel part.
Preferably, linkage or accessory are in the space between the limit frame member of the fitting face plate portion of arranging along the limit frame member and/or adjoining.Thus, in installing building, linkage or accessory will be hidden between the apparent surface of installation panel.Perhaps, installing the removable interim hinge in back can be used to and raise shingle nail and partly arrive its operating position.
The shingle nail part that is hingedly connected on the floor panel part can add auxiliary (service) bindiny mechanism, for example raceway or fluid pipeline.They can be flexible hose type connectors, but be preferably the form of the complementary pipe in rigidity upper and lower, comprising the arc pipe that is centered on the hinge axes, complementary pipe is fixed on separately the wall and floor panel part, is used for the shingle nail part mated condition that rotatablely moves.This can make and be threaded each other fully in abutting connection with aiming at, or the upper and lower pipe all can be arc and be mounted to each other and adapt to, thereby keeps a fixing shell that is used for auxiliary connected system (for example electric wire or the data cable of laying in advance).This arc pipeline is preferably disposed in the exterior wall covering layer.
Floor panel can have any required configuration, for example plane regular hexagon or triangle, but preferably each floor is that rectangle and selected floor have shingle nail separately, they connect by pin type articulated elements, thereby the pin joint place above floor panel, the hinge that improves is allowed the stand up position of the highest shingle nail that is pivotally moved to an order, and this shingle nail is shelved on the uninstalled shingle nail.Suitable is that in stand up position, shingle nail extends through the end of floor panel, and is attached thereto by the connecting elements between the limit frame member of the faceplate part separately that separates.The two sides of shingle nail can cover suitable sheet material or similar material.
Covering layer can comprise interior skin and external surface layer, it is provided with the lateral shift extension of arranging and extend across the limit frame member along vertical edge, like this, the shingle nail part of adjoining can upwards be hingedly connected to its stand up position, thereby make at the joint of each joint between external surface arranged side by side with the limit frame member of one of the shingle nail that adjoins part, and arranged side by side with the limit frame member of one of shingle nail part of adjoining at the joint of each corresponding joint between inner surface.
Suitable is, the edge extension of skew is crossed half of limit frame member of the shingle nail part of adjoining.Thus, when mounted, the edge of skew can supported and directly be fixed on the limit frame member that adjoins.Outer cover is extend through wall framework equally downwards, thereby when shingle nail is mounted, can provide along the covering layer of floor edge or ground.
Each shingle nail can comprise a support panel part, and it is hingedly connected on a floor panel part and the filling panel, and extends between the support panel part.Each filling faceplate part can independently be in place, but preferably, it is pivotably connected on the limit frame member of support panel part, and by therewith lifting, then, can rotate to its operating position around the limit shelf structure.
Suitable is, shingle nail part by along limit frame member setting and/or the fitting face plate portion to adjoin between the frame member of limit the other connecting elements of gap hinged, thereby edge provides direct load paths to the base that is associated with other connecting elements at an upper portion thereof.
Suitable is, the limit frame member constitutes main bearing structure, it extends between the top and bottom of faceplate part, load paths to be provided or to be positioned at the coupled column of the joint of shingle nail part, thereby the load of allowing roof, wall and floor is transferred to base or floor by coupled column, for example a concrete foundation or screw-in stake or similar structures.Perhaps, if desired, wall, floor and/or roof panels part can be suitable for changing imposed load into distributed load by its horizontal edge.
Roof panels part can be used as equally one independently prefabricated units be transported to the infield separately.This member can comprise ceiling, and it has roof and pivotally connected thereon the suitable balcony roof that is used to be lifted to its operating position.In one form, roof portion forms in relative paired mode, and each in them is pivotably connected to the top of the parallel side wall faceplate part that separates, and they can be lifted thus, so that its top is connected with each other, thereby forms a carinate roof.If desired, the limit frame member of roof panels part can be arranged on the common vertical plane that is positioned at separately, after the installation of roof panels part, forms winding up of truss components.Preferably, these public vertical planes are positioned at the centre of limit frame member of the faceplate part of wallboard, can be positioned in the middle of the floor panel if desired.Suitable is that they can align with fixing equally spaced horizontal gridlines.
Another aspect of the present invention provides a kind of method that transportable floor panels faceplate part is installed, and this method comprises:
On the floor panel part support column is set, this support column can be regulated length downwards from the floor beginning;
Promote the floor panel part with suspender, thus floor level is sling; Floor panel partly is positioned on the required horizontal plane;
Regulate support column, the support surface engages that makes it Yu prepared,
Before removing suspender, support column is locked on the position of adjusting, thereby the supported post of floor panel part is flatly supported.
Preferably, sling by crane in the floor, and suitable is sling by the central point hoist cable, and hangs its operating position.Support column can be equipped with base, and the stayed surface that is prepared limits.Support column can be the post of regular length, slides on the floor by clamping device, but preferably on the support column automatic leveling base is housed.
Suitable is, support column comprises a base, and adjustable support parts with bottom, it is suitable in such a way and the base member collaborative work, be that bracket component can obtain enough axial support from base member, and needn't consider between bracket component and the base member the angle in predetermined adjustable range how.Preferably base member is a plate-like, and the dome support portion of a regular shape is housed, and it has a base widths, and this base widths is significantly greater than the tubulose bottom, and this bottom is suitable for supporting.What be fit to is, one in tubulose bottom or the dome portion has cylindrical section, and another then has polygon portion, so that base member can provide enough supports for the bottom that is in any position in the dome shape portion.Be preferably equally, the bottom telescopically engages with a upper end, and is provided with locking device, to be used for selectively with selected adjusting length the bottom being locked onto the upper end.For this purpose, can be suitable for one being coupled together with bolt with another by an axial groove, allowed before being clamped and carry out length adjustment by bolt, or they are suitable for interconnecting with bolt by a pair of mating holes, and described mating holes is one of many mating holes that constitute the length adjustment that is provided with bracket component.Be preferably equally, the bottom interconnects with base member in such a way, promptly allows moving freely in selected adjustable range between bracket component and the base member, and does not limit the engaging of circular top part of bottom and base member.For this purpose, preferably in one embodiment, dome part is equipped with a ring, this ring can limit with a dowelled joint, this pin extends through the bottom of bracket component.
The limit frame member is the limit frame member that is suitable for the laminate panel framework, the trapezoidal-structure that it can be formed by case, tubulose or opening portion member.Connecting elements can be formed by the steel plate with screwed hole, or they can be formed the rectangle hollow section components, and this member forms screwed hole on facing surfaces.Suitable is that above-mentioned screwed hole forms boring, forms the internal whorl sleeve pipe that extends to reach thus.
In order to make the present invention can be easier to understanding and easy to implement, most preferred embodiment of the present invention is described below with reference to accompanying drawings, wherein:
Fig. 1 is the phantom drawing of installation frame with repositionable building of the high floor of frame, wall, ceiling and roof structure, and wherein faceplate part is illustrated by mulched ground not;
Fig. 2 a to 2i shows the erection sequence with the framework of the floor panel part correlation on the floor shown in Fig. 1 connection, and it partly is made up of four such floor panels part and balconies;
Fig. 2 j to 2m shows the erection sequence of the balcony, ceiling and the roof structure that join with the structurally associated shown in Fig. 2 a to 2i;
Fig. 3 a to 3b shows the layout of the typical hinge that is used for the shingle nail part;
Fig. 4 a to 4e illustrates the shingle nail part that is used for adjoining rotates to a hinge frame for movement of replacing of erectility with hinge details;
Fig. 5 a, 5b and 5c illustrate the various layouts of the support column that is used for Fig. 1 structure;
Fig. 6 a to 6g illustrates a floor panel part-structure and structure detail its fillet welding and form spot welding;
Fig. 7 a to 7c illustrates the details of the hinge that is used for the filling faceplate part with plan view, and it is partly swung to form one jiao from end panel;
Fig. 8 a to 8i illustrates the order that roof structure is installed;
Fig. 9 a to 9b is an enlarged drawing, the order that shows roof ridge linkage and the roof is installed;
Figure 10 a to 10d illustrates and is used to connect the pivot layout of balcony roof to main roof;
Figure 11 a to 11c illustrates the erection sequence of alternate form wall hinge, and Figure 12 d is the contrast figure that observes from the opposite of hinge;
Figure 12 a to 12c illustrates a skew wall covering layer and arranges, uses with hinge shown in Figure 12;
Figure 13 a to 13c illustrates the details of the auxiliary connected system between wall and floor;
Figure 14 illustrates the structure order according to replacement type typical buildings of the present invention;
Figure 15 is the exploded view of support column.
All faceplate parts of framework are as shown in Figure 1 made in factory with the unit ladder shape framework with the limit frame member 19 that couples together by crosspiece member 20 that is welded.
In building 10, the limit frame member 19 of the floor of adjoining, wall and roof panels part separates by inserting connecting elements 21, each connecting elements 21 is provided with screwed hole 22, and connecting bolt 23 is inserted screwed holes 22 and the complimentary aperture 66 in the web 24 of adjoining by ground edges of boards frame member 19.These connect as shown in Figure 5.
End wall surface plate portion 14 is connected with ground edges of boards frame member 19 by pin type hinge parts 18.Each hinge member 18 has pillar component 25, and forms with the side of the connecting elements 21 that adjoins is whole, and extends to independent pin connector 26 places, and this pin connector 26 is by the web 24 of ground edges of boards frame member 19.
Connecting elements 21 usefulness bolts are connected on the side of headwall limit frame member 19, and therefrom protrude, thereby can realize when upright and being connected of ground edges of boards frame member 19 when erecting.The pin connector is positioned at the centre of web 24, and begins to extend internally along the length of support element 25 from the end of limit frame member 19, so that its support is elevated to the end wall surface plate portion 14 on all the other shingle nail part laminations.Like this, in the accompanying drawings, right-hand side support element 25 is the longest, and right-hand side end panel part 14 is covered on all other faceplate parts.
Shown in Fig. 2 b, right-hand side end wall surface plate portion 14 is at first high and directly be pivoted to its operating position by frame, and like this, the lower a pair of screwed hole 22 in lower connecting elements 21 can be fixed by the corresponding aperture in bolt and the web 24 66.Thereby upright end wall surface plate portion 14 can be located by bolt.
Similarly, shown in Fig. 2 c, left-hand side end wall surface plate portion 14 is by the frame height.Can see that each end wall surface plate portion 14 supports a filling faceplate part 13a.Can see that equally support element 25 is thinner than connecting elements 21, support element 25 can be unobtrusively between the limit frame member 19 that is connected by connecting elements 21 like this.
Shown in Fig. 2 d, the end wall surface plate portion 14 of back rotates to its operating position, thereby and the shingle nail of back by with filling faceplate part 13a fully the hinged end wall surface plate portion 14 that makes be connected with end wall surface plate portion 14.Shown in Fig. 2 g to 2i, the shingle nail part 12 of front is hung and rotates to its operating position therefrom by frame height and filling faceplate part 13b then, to form circumferential headwall framework along floor panel part 15.
Can see that shingle nail part 14 terminates in pillar component 25 inside, and be connected to the external surface of web 24 by connecting elements 21, thereby be connected with floor panel part 15, and be adapted to directly transmit normal load to the low connecting elements of complementation in stand up position, this low connecting elements also is fixed together by bolt and web 24, but extends upward from the intermediate bar 28 of adjustable and retractable.
As shown in Figure 6, hinge member can make shingle nail part 12 turn to its work Support Position from its " loaded " position.
Connecting elements 21 is formed by same cavity rectangular portion and is open along its downside, is used for location on the steering component of installing along the top of connecting elements 21 of upwards assembling 30.As shown in Figure 4, the connecting elements 27 on top is a combined member, and it mainly comprises by a welding bars 31 interconnective essentially identical top 27a and bottom 27b.Top 27a is equipped with the screwed hole 32 that separates, and is used for being connected by the hole 33 of bolt with the open corner member 34 that is formed at each shingle nail part 14.
Shown in Fig. 4 a, the corresponding screwed hole 32 in the lower member 27 that is connected is connected with web 24 bolts by the vertical slot 35 that is formed in the web 24.Open corner member 34 stops each limit frame member 19 of shingle nail part 14, and can be rigidly connected by bolt and connecting elements 21 and 27.
Shown in Fig. 4 a, in order to allow that 14 rotations of lower stacked shingle nail part are elevated to its stand up position, it is a pivoted with the bolt that passes one of hole 33 of being arranged in open corner member 34, and this bolt thread embeds the inside of one of screwed hole 32 of top 27a.Like this, side wall portion 12 can these bolts that embed relatively be a pivoted, aims at the connecting elements 27 top screwed holes 32 that are positioned at that adjoin up to another one hole 33, and at this moment wall is vertical state, thereby the bolt of finishing by open corner member connects.
Simultaneously, shown in Fig. 4 b, thereby it is fixing with column fitting 26 to be used to use 27a under the bolt to allow that this one is moved down into the hole that groove is arranged 35 on top of next relative connecting elements 21.Four bolts are fixing with the upper and lower and the limit frame member 19 of connecting elements 27, and the open corner member 34 of side wall portion 12 can be fastened, thus being connected of realization side wall portion 12 and floor panel part 15.
Can see that equally as long as be connected with the limit frame member 19 realization bolts of side panel part 12, each filling faceplate part 13 is fallen formula hinge 36 by movable upper and bottom two parts and is articulated and connected.Hinge 36 makes filling faceplate part 13 can rotate to a linear position, and be accompanied by the action that falls of abundant rotation, be that upper blade has been removed the ledge that blocks, the hole 32 in the top of hole 33 in the open corner member 34 of filling faceplate part 13 and connecting elements 27 is aimed at like this.So, filling faceplate part 13 is connected on the side wall portion 12 with bolt securely by the top of connecting elements 27.This order as Fig. 4 a, 4b, 4c is shown in the 4d.
The connecting elements 27 initial independent bolts 39 that pass through on limit frame member 19 tops of adjoining are connected with filling faceplate part 13, and thus, it can connect along this bolt shake the open corner member 34 in top, and its purpose hereinafter will be clearer.Equally, the relative broad in the top of this connecting elements 38, thus allow the ceiling frame part that connects adjacency thereon side by side with bolt.
Fig. 7 shows the another kind of hinge arrangement between rear portion filling panel 13 and end panel 14.These pivot connectors 41 are simple pin joint spare, and it is connected to bolt on the corner member 34 that is provided with vertical pin 42, and this vertical pin 42 embeds the top of the opening of the filling limit frame member that adjoins.When filling panel 13 outwards turned to its operating position, they must cross the flange 44 of ground edges of boards frame member 19F falling it with before the operating position of bolt.Like this, upper and lower hinge 41 is configured to fall the formula hinge, thereby allows it to move downward abundant position of rotation.
Each filling faceplate part 13 is maintained on its high position by being fixed on its limit frame member 19 following support portions 45.In its operating position, the filling panel that is positioned at the trailing flank plate portion is fixed in the foregoing mode same with being positioned at front panel filling panel partly.
After putting in place when wall being fixed along floor panel part 15 by upright limit frame member 19, just formed to have and be used to receive load and it is directly delivered to the load paths that comprises upper and lower connecting elements 21/27 of support column 28 from the roof, roof module 11R is sling and is laid on the top edge of shingle nail part.Show this step and step subsequently as Fig. 2 k to 2m.
Fig. 5 shows deployment scenarios and its monolithic connecting elements 21 of support column 28, has the two interior walls that separated by the space and has the structure of four separated chamber modules to provide one.Like this, shown in Fig. 5 b, central support posts 28c has four connecting elementss 21, and shown in Fig. 3 c, the middle 21i of newel post has opposed connecting elements 21.
With reference to figure 2i to 2m, can see, roof module 10r comprises three roofs and ceiling surface plate portion, and wherein each has limit frame member 19, and these limit frame member 19 usefulness bolts interconnect by connecting elements 21/27 and shingle nail part 12 and filling faceplate part 13.This layout is by by interconnecting and having the formed coupled column of limit frame member of any spacing to provide direct vertical load path for support column between it.
Because ceiling surface plate portion 16 forwardly and between the rear portion connecting elements 27 closely cooperates, these members can be to inner rotary between the position of ceiling surface plate portion, thereby allow that these members are downwards through between them and arrive its operating position, so, connecting elements 27 can be rotated to a upright position inwards, and by bolt to ceiling portion 16.In addition, be used for the connecting elements 21 of anterior corner of floor module 11F and the front portion that smallpox board 16 is located in pivotable filling panel 13, they can outwards swing a less angle like this, thereby before allowing that ceiling surface plate portion 16 in the end is bolted together, on its operating position, be mounted in the mode identical with connecting elements 27.
With reference to Fig. 8, can see that roof panels part 17 is arranged to its inner boundary that adjoins each other 38 at first and is positioned on the center line of member.They also have balcony faceplate part 50, and this balcony faceplate part 50 is connected with the outer end of roof panels part by hinge 53 movably, and is loaded on the roof panels part 17 with the state of covering.One of roof panels part 17 moves inward and crosses position of center line, thereby its outer end can be connected on the connecting elements 21/27 that separates each other, and is disposed between the ceiling surface plate portion 16 and is attached thereto.Each faceplate part uses a bolt to form a hinge point, and putting above-mentioned parts along this can be lifted.
Shown in Figure 12 b, top-support 51 uses the bolt location, and relative then roof panels part 17 moves inward, and crosses the top of joint face plate portion 17.Then, two roof panels parts 17 are raised, thereby the top 54 of certain one side frame member 19 of the highest roof panels part 17 is limited on the Mobility Center, thereby form ridge.Then, as scheme detailed showing, balcony faceplate part 50 by before fixing with fixing support 52, outwards rotates to the top of exposing of connecting elements 21 finally on support 53 movably.
As shown in Figure 9, mobile lifting platen 55 is included in cam face 47 and the base plate 65 on the top-support, and on this base plate, the releasing of adjoining connects but the end 38 limit frame member 19 that separates will be decontroled.Then, thus they will be connected the upper cord that forms truss with summit support 51 by being positioned at 47 bolt.
Space between the ceiling surface plate portion 16 that supporting member 46 same use bolts embeddings are adjoined and limit frame member 19 ends of roof panels part 17, thereby formation truss, this truss and support column in line, all like this roof load is directly transferred to support column along the normal load path.
In order to provide one to have enough intensity to cross over relative sidewall and its manufacturing and to transport all flooring elements of very economical, floor panel part 15 as shown in Figure 6 forms a stepped framework, and wherein limit frame member 19 and crosspiece member 20 form open C section member.The end of limit frame member 19 is equipped with up and down two pairs of holes 66, uses bolt to be connected with lower connecting elements 21 and is connected in the newel post by above-mentioned hole, and the several of centre are used for these members are fixed on the intermediolateral column 28i to hole 67 and groove 35.
Can see that balcony floors 60 rests on the same backing plate 62, this backing plate support floor faceplate part, but it partly is made of thin open frame, is used for descending for balcony floors provides essential staged.
Can see that in exploded view the web part 70 of each crosspiece 20 is all jagged 71 at its end, is used to provide the upper and lower cooperative end part, it is soldered on the flange 44 of limit frame member 19.Vertical support 72 is extended between flange 44 and middle each are to hole 66 and groove 35, to strengthen the normal load paths by limit frame member 19.This is clearly shown that in Fig. 6 b this accompanying drawing shows the floor frame of fillet welding type.
Show the floor frame of spot welding type as Fig. 6 e to 6g, can see extra reinforcement 73, this reinforcement is cooperated with the end 74 of formed crosspiece member 20, thereby connects for limit frame member 19 provides the rigidity spot welding of essential crosspiece member 20.
Can see, building 10 can be made up of four floor panels module 11f and roof module 11r, to form four separated chamber units, these four chamber units are separated by the two walls that have the space therebetween, and as described in above-mentioned embodiment, it can be installed apace, if desired, as described in above-mentioned method, thereby even floor member by crane place the roustabout also can be easily and fast, install simply.
When building illustrates by open frame construction, do not needing under the on-the-spot situation about making, these frame constructions can be by stacked in advance in factory, and prefabricated units are installed in a place subsequently.
The a pair of screwed hole 84 usefulness bolts in top link to each other with wall limit frame member 19, and a pair of screwed hole 84 in bottom extends to the shingle nail part below 14, are used for aliging with the complimentary aperture 86 on the limit frame member 19 that is formed at floor panel part 87.When wall limit frame member and ground edges of boards frame member being installed and fixedly the time, a pair of screwed hole in bottom uses bolt to pass, above-mentioned ground edges of boards frame member in use links to each other with the ground edges of boards frame member that adjoins by connecting elements 21.The bottom of junction plate chock is in the back of steering gear member 30, and connecting elements 21 provides indirect connection the with the wall limit frame member 19 that adjoins.
Use this connecting elements 80 that a row shingle nail partly is raised and be linked in sequence, thereby form a shingle nail.In addition, as shown in figure 12, the covering layer of shingle nail comprises internal layer 90 and skin 91, and has the side extension 92 and 93 that is offset from relative wall limit frame member 19.Like this, the outside extension 93 of a panel provides a bearing for the outward flange 94 of the wall limit frame member 19 that adjoins that partly exposes when being elevated to its erectility.Simultaneously, the inner extension 93 of the skew of the adjacenting panel part that connects a panel is simultaneously exposed inward flange 96.This just makes each top layer 90 can be screwed with 91 or contacts with the limit frame member 19 that adjoins wall limit frame member 19, and it helps forming concordant combination between the faceplate part top layer.
Panel can transport with ship by connection assist, and it is bound and be equipped with pipeline with rope in advance.Shown in Figure 13 a to 13c, cord circuit comprises upper arcuate tube 100 and the lower arcuate tube 101 that is respectively fixed on each wall and floor panel part 14 and 15, and can be rotated to the erectility shown in Figure 13 c by the flat condition shown in Figure 13 b.Described rotation is to be that pivot carries out with the rotating dog shown in Figure 13 a 102.Complementary arc pipe is engaged with each other slidably, and locatees coaxially by pin 102 and wall hinge axis, is used for slip joint when wall rotates between its loading and erectility.The lax of ducted hawser will cause hawser to be extracted from the pipeline of the end on wall or floor by this stretching motion.
The joint of pin 116 in ring 117 is such, and promptly this joint does not prevent the relative rotation of base member, and bracket component can be regulated in about 15 ° wide range scope along its longitudinal axis.In addition, can see that ring 117 tops from dome portion 120 extend upward, this dome portion 120 is arranged in the central authorities of rectangle plate such as base member 112 basically.
The outer surface level portion 121 of substrate is provided with bolt hole 122 in its each corner.Can see equally, connect and to allow that bracket component does axially-movable with respect to base member and fully extend by encircling tacking of 117 pairs of pins 116, like this except that pivoting relatively, pin 116 is installed in the ring with tacking, and can not suppress bracket component and be supported on from the roof and be displaced on the part of dome portion 120 of the optional position around it.
Like this, in adjustable scope of support component, substrate plate 120 can be supported to an inclined surface, the top of floor or hollow base for example, base member passes hole 122 by bolt and is connected with this substrate plate, bracket component can be adjusted to and is positioned at a vertical plane, and the circular bottom part surface of the bottom 114 that the vertical load on it fully engages by the appropriate section with top 120 is shifted.
Unrestricted height in the adjustable range of support component is regulated by providing by the mode of arranging the vertical groove that separates each other 125 in big upper tube 113, and the length of pipe 113 equals the distance between the screwed hole 126 of the spaced at equal intervals in inner tube 114.The locking that can select to regulate reaches by thereby bolt 115 is inserted in the suitable screwed hole 126 and through the mode of bolt tightening with inner tube and exterior tube clamping by groove 125, has so just finished the adjusting selected of length.
In order to build up building after finishing initial adjusting, and for fixing pillar vertically, the bottom surface of lower tube 114 can be soldered to top 120, and if desired, exterior tube 113 can be welded on the inner tube 114 along its joint.The top of upper component 113 is installed the connecting elements 21 of the rectangular cross section of a hollow thereon by a plate 127 sealings.This member 123 is provided with rolling threaded joints 129, and be formed on the relative headwall 130, in an operation, metal wherein is forced to and enters to form the open sleeve pipe of a screw thread, the degree of depth of this sleeve pipe is greater than the thickness of the wall of connecting elements, and it is soldered that steering gear member 30 crosses the top of open connecting elements 21.
Accompanying drawing 14/1 to 14/32 shows the application sequence of operation that variation characteristic is installed building shown in Figure 11 to 13.Below be the paragraph of describing each operation, begin, and the time that is used to fulfil assignment of estimation is provided by the mantissa that marks.
14/1。Time: 0 hour, 0 minute: truck loaded all building module arrival situations of building.Use fluid pressure type drive source mounting screw screw-in ground, its head contacts with the boom of crane truck, and this boom carries module.Perhaps, screw screw-in ground can be installed in advance, can use cast-in-place concrete pile to replace screw screw-in ground.
14/2。Time: 1 hour, 20 minutes: in case the installation of screw screw-in ground, can be at the situation of building installation template.
14/3。Time: 1 hour, 25 minutes: first floor/wall module was unloaded and erected by derrick.
14/4。Time: 1 hour, 30 minutes: under framework still is in state on the suspension rod, upgrade framework, and connect the self-level(l)ing support column.
14/5。Time: 1 hour, 35 minutes: module was hung on the screw screw-in ground by crane, and automatic leveling base also drops on the screw screw-in ground, regulates bolt temporarily and is tightened up.Automatically the outside collapsible tubes of leveling base finds its oneself balance, and " bed plate " of upper surface with protrusion also will be held on the top of screw screw-in ground even vertically do not install straightly.First installs the data that floor/wall module provides the floor/wall module of remainder.In case this framework keeps level, other all frameworks only in a side by leveling, because be held on the top of the automatic leveling base of level apart from the nearest limit frame of framework of level.Next framework is unloaded.
14/6。Time: 1 hour, 50 minutes: last main floor frame was positioned.It is desirable to, module should at first at one end be put down, thereby guarantees that screw screw-in ground is accurately installed, and it can be reinstalled.
14/7。Time: 1 hour, 55 minutes: the balcony framework was hung assigned address, and was disengaged the bolt connection.
14/8。Time: 2 hours, 0 minute: all floors were positioned, and detected its whether level.First wall of being turned up is frame ends " drying " wall of a hollow, claims it is because do not form the wet area part like this.Remove bolt.Next sequence step is carried out from right to left, carries out to its front portion from the rear portion of module.
14/9。Time: 2 hours, 5 minutes: relative frame ends band window wall was turned up, and is disengaged bolt.
14/10。Time: 2 hours, 10 minutes: the step shown in Figure 14 i was repeated to carry out.The band window wall of base plate end contacts with the dry wall of the hollow of framework end.Along the public room axis in this module a pair of " sound insulation " wall is arranged, so, two inner hollow frame ends walls are arranged.
14/11。Time: 2 hours, 15 minutes: the frame ends band window wall of face forward was turned up.
14/12。Time: 2 hours, 20 minutes: rear portion balcony framework was turned up.It has a pars contractilis, thereby allows that when it is upright it extends up to 2450mm, but is more than the 2200mm when keeping flat.
14/13。Time: 2 hours, 30 minutes: complete ceiling-balcony-main roof part is hung in installation.Roof structure has the threeway active plate, and it allows that roof structure is inside and outside mobile at ceiling structure, sets up a lamination.Have one of one " being absorbed in " part ennuple plate that circles round and allow that roof structure is upwards pushed away in an action.When launching fully with correct roof pitch angle, junction plate locks together framework, removes bolt then.
14/14。Time: 2 hours, 35 minutes: use a kind of in airbag, pneumatic jack or the crane that two roof structures are upwards pushed away, preceding balcony framework is turned up.
14/15。Time: 2 hours, 40 minutes: the truss web was put in place with bolt, and menian column has been stretched.
14/16。Time: 2 hours, 45 minutes: the balcony top was rotated in place.This has just finished the first of building.Next face wall that to be turned up is a hollow frame end humidity/dry wall.
14/17。Time: 2 hours, 50 minutes: the frame ends hollow wall towards the rear was turned up, and is disengaged bolt.The pipeline of finishing from the back wall to the bottom floor area connects.Relative frame ends band window wall is turned up.Connect preassembled Circuits System between wall, this Circuits System has power outlet, electric switch or lamp.
14/18。Time: 2 hours, 55 minutes: the frame ends wall towards the rear was holded up, and is disengaged bolt.
14/19。Time: 3 hours, 0 minute: the frame ends hollow humidity of face forward/or dry wall be unfolded.This will manifest the cross-over connection end frame within it portion folding.
14/20。Time: 3 hours, 5 minutes: forward frame end window/wall was turned up.
14/21。Time: 3 hours, 10 minutes: ceiling-balcony-main roof part is hung to put in place.
14/22。Time: 3 hours, 15 minutes: the roof was turned up, and the truss web is disengaged bolt.
14/23。Time: 3 hours, 20 minutes: frame ends hollow humidity-dry wall was turned up.
14/24。Time: 3 hours, 25 minutes: relative frame ends band window/door wall was turned up.
14/25。Time: 3 hours, 30 minutes: the balcony structure was changeed.
14/26。Time: 3 hours, 35 minutes: ceiling-balcony-main roof part is hung to put in place.
14/27。Time: 3 hours, 40 minutes: the balcony roof framework was changeed.
14/28。Time: 3 hours, 45 minutes: last wall frame part was changeed, and is disengaged bolt.
14/29。Time: 3 hours, 55 minutes: ceiling-balcony-main roof part is hung to put in place.
14/30。Time: 4 hours, 10 minutes: roof framework was turned up and the side of buildings truss is used bolt.
14/31。Time: 4 hours, 20 minutes: side of buildings was added, and water system is connected.Ladder is added.
14/32。Time: 4 hours, 25 minutes: module was installed and is finished.
The above-mentioned time that provides as one instruct illustrate according to building of the present invention can be systematically, install apace, and be not the real time of finishing installation.
Claims (20)
1, a kind of repositionable building that is made of transportable prefabricated panel comprises:
Wall, floor and/or roof panels, wherein each panel is made of one or more faceplate part;
Each faceplate part includes the limit frame member, and in installation process, described limit frame member links together directly or indirectly by therebetween connecting elements, to form shingle nail, floor panel and/or roof panels;
The connecting elements that is connected to wall limit frame member end extends beyond the shingle nail part that is connected, and providing and the interconnecting of floor and roof panels, and is connected on its limit frame member;
Selected shingle nail partly is hinged and is connected on the selected floor panel part, and they can be one by one pile up from one and keep flat the position and be elevated to its operative upright position pivotally like this.
2, repositionable building as claimed in claim 1, it is characterized in that, it comprises with each wall limit frame member is associated separates connecting elements, it extends beyond the shingle nail part that is connected, and provide and the interconnecting of floor and/or roof panels, above-mentioned separation connecting elements is by being connected each wall limit frame member with the limit frame member of floor that is connected and/or roof panels, thereby wall limit frame member is linked together indirectly.
3, repositionable building as claimed in claim 1 or 2 is characterized in that, along wallboard limit frame member linkage is installed, and it is hidden between the apparent surface of shingle nail.
4, any described repositionable building in the claim as described above is characterized in that the shingle nail that is hingedly connected on the floor panel part partly is equipped with auxiliary connected system.
5, repositionable building as claimed in claim 4 is characterized in that, auxiliary connected system includes the complementary pipeline that is fixed on indivedual walls and the floor panel part, moves to a mated condition partly to be pivoted relative to each other with floor panel.
6, repositionable building as claimed in claim 5, it is characterized in that, auxiliary connected system comprises raceway parts, it has the complementary arc pipeline that slidably engages each other, and arrange with one heart with the axis of wall hinge, between loading condition and erectility, to be sliding engaged to during pivoted when wall.
7, as claim 5 or 6 described repositionable buildings, it is characterized in that, auxiliary connected system comprises the waterpipe parts, these waterpipe parts have threaded connector, it rotates into an active position, thus make threaded connector each other or between the connecting elements of upper and lower fully in abutting connection with aiming at.
8, as claim 6 or 7 described repositionable buildings, it is characterized in that auxiliary connected system is arranged in the exterior wall covering layer.
9, any described repositionable building in the claim as described above is characterized in that, the covering layer on the shingle nail comprise be provided with along its vertical edge be provided with the lateral shift extension and extend beyond the limit frame member inside and outside top layer.
10, repositionable building as claimed in claim 9 is characterized in that, the horizontal expansion part is offset, thereby makes the edge extension pass half of limit frame member of the shingle nail that adjoins.
11, any described repositionable building in the claim as described above, it is characterized in that, it comprises the shingle nail part that is articulated and connected on floor panel part, and the filling shingle nail part on the limit frame member that is connected to described shingle nail part that pivots.
12, any described repositionable building in the claim as described above, it is characterized in that, shingle nail part by along limit frame member setting and/or the fitting face plate portion to adjoin between the frame member of limit the other connecting elements of gap hinged, thereby edge provides direct load paths to the base that is associated with other connecting elements at an upper portion thereof.
13, any described repositionable building in the claim as described above, it is characterized in that, the limit frame member forms main load-carrying member, it extends between the top and bottom of faceplate part, thereby the coupled column that forms by the fillet frame member by the junction that is positioned at the shingle nail part provides load paths, and the load on roof, wall and floor is delivered on base or the floor by coupled column.
14, any described repositionable building in the claim as described above, it is characterized in that, the framework of roof panels part is with each other in mode is formed, in them each is pivotably connected to the upper end of the parallel sides shingle nail part that separates, they can be lifted thus, be joined to one another with upper end, thereby form carinate roof them.
15, repositionable building as claimed in claim 14 is characterized in that, the limit frame member of roof panels part is arranged to be in separately the common vertical plane, and partly installs the back in roof panels and form winding up of truss components.
16, a kind of method that transportable floor panels faceplate part is installed, this method comprises:
On the floor panel part support column is set, this support column can be regulated length downwards from the floor beginning;
Promote the floor panel part with suspender, thus floor level is sling; Floor panel partly is positioned on the required horizontal plane;
Regulate support column, the support surface engages that makes it Yu prepared,
Before removing suspender, support column is locked on the position of adjusting, thereby the supported post of floor panel part is flatly supported.
17, a kind of adjustable support post that in the described method of claim 16, uses, comprise adjustable support parts, it has a bottom, it is suitable for and base member collaborative work in such a way, being bracket component obtains sufficient axial support from base member, and need not consider between bracket component and the base member relative angle in a selected scope how.
18, adjustable support post as claimed in claim 17 is characterized in that, base member is a plate-like, and is provided with the dome support portion of a regular shape, and it has base widths, and this base widths is significantly greater than the tubulose bottom of support, supports being suitable for.
19, adjustable support post as claimed in claim 18, it is characterized in that, one in tubulose bottom or the dome portion has column part, and another then has the polygon part, so that base member can provide enough supports for the bottom that is positioned at optional position in the dome portion.
As the described adjustable support post of claim 17,18 or 19, it is characterized in that 20, the bottom telescopically engages with a upper end, and locking device is housed, be used for selectively the bottom being locked onto the upper end with selected adjusting length.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AUPP3995A AUPP399598A0 (en) | 1998-06-09 | 1998-06-09 | Prefabricated building systems |
| AUPP3995 | 1998-06-09 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1311840A true CN1311840A (en) | 2001-09-05 |
Family
ID=3808240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN99809087A Pending CN1311840A (en) | 1998-06-09 | 1999-06-09 | Prefabricated building systems |
Country Status (10)
| Country | Link |
|---|---|
| EP (1) | EP1095191A1 (en) |
| JP (1) | JP2002517647A (en) |
| KR (1) | KR20010071447A (en) |
| CN (1) | CN1311840A (en) |
| AU (1) | AUPP399598A0 (en) |
| BR (1) | BR9911121A (en) |
| CA (1) | CA2334703A1 (en) |
| ID (1) | ID29024A (en) |
| WO (1) | WO1999064688A1 (en) |
| ZA (1) | ZA200100250B (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100381652C (en) * | 2003-07-08 | 2008-04-16 | 卡洛·基亚维斯 | System for articulably bearing a prefabricated structural member on a foundation |
| WO2012024815A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Wall racks, tracks, and roller for making prefabricated wall panels |
| CN103306370A (en) * | 2013-06-05 | 2013-09-18 | 张家港市盛港绿色防火建材有限公司 | Integrated house |
| US8844223B2 (en) | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| CN104278688A (en) * | 2008-01-15 | 2015-01-14 | 设计与管理评价服务控股有限公司 | Process for providing emergency housing for a plurality of displaced people |
| CN106460374A (en) * | 2014-04-01 | 2017-02-22 | 诺亚房产公司 | Mobile house utilising renewable energy |
| CN106869328A (en) * | 2017-03-07 | 2017-06-20 | 广东省建筑设计研究院 | A kind of suspension type modular architectural structural and its construction method |
| CN107386693A (en) * | 2017-07-25 | 2017-11-24 | 刘钦 | A kind of Liftable type migratory bird people place |
| US20210141955A1 (en) * | 2019-11-07 | 2021-05-13 | Consulting Engineers, Corp. | Method and system for identifying conflicts in a roof truss to wall vertical interface |
| CN113501106A (en) * | 2021-07-21 | 2021-10-15 | 上海外高桥造船有限公司 | Ceiling splicing platform |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7637070B2 (en) | 2004-02-11 | 2009-12-29 | Hawes Raymond W | Modular system and method for constructing structures with improved resistance to extreme environmental conditions and components thereof |
| WO2009146129A2 (en) * | 2008-04-03 | 2009-12-03 | Hawes Raymond W | System and method for modifying existing structures to provide improved resistance to extreme environmental conditions |
| FR2877957B1 (en) * | 2004-11-15 | 2008-10-31 | Jim Riviere | NEW REPLIABLE STRUCTURES FOR SMALL BUILDINGS, THEIR ASSEMBLY METHOD AND USES THEREOF |
| FI20041555A (en) * | 2004-12-01 | 2006-06-02 | Lahden Rakennus Passion Oy | Method and product for erecting a building |
| WO2006133482A1 (en) * | 2005-06-16 | 2006-12-21 | Deployable Structures International Pty Ltd | Prefabricated modular building |
| CA2670860C (en) * | 2006-12-05 | 2014-05-13 | Smartech Designs Pty Limited | A foldable enclosure |
| ES2328201B1 (en) * | 2007-03-30 | 2010-09-15 | Jaime Alberto Sarmiento Ocampo | MODULAR INDUSTRIALIZED AUTOCONSTRUCTION AND CLIMATE CONTROL BY NATURAL VENTILATION. |
| PL2222924T3 (en) | 2007-12-28 | 2018-11-30 | Bernd Heidenreich | Modular building |
| AU2013202348B2 (en) * | 2012-04-03 | 2016-05-19 | Stratco (Australia) Pty Limited | A Verandah Assembly |
| JP5696088B2 (en) * | 2012-04-12 | 2015-04-08 | 株式会社アーク | Assembly house |
| CA3092932A1 (en) * | 2018-03-05 | 2019-09-12 | Fluxus Llc | Prefabricated building system |
| ES2925316A1 (en) * | 2021-03-30 | 2022-10-14 | Emsamble System S L | DEPLOYABLE MODULAR CONSTRUCTION SYSTEM AND ASSEMBLY PROCEDURE OF DIFFERENT CONSTRUCTIONS (Machine-translation by Google Translate, not legally binding) |
| DE202024100012U1 (en) | 2023-01-05 | 2024-01-25 | beo.jushenseleit GmbH | Mobile accommodation |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3434253A (en) * | 1968-01-15 | 1969-03-25 | Frank M Hatcher | Foldable utility building |
| AU590895B2 (en) * | 1985-09-03 | 1989-11-23 | Donald Stewart Napier | Improvements in collapsible structures |
| US5317857A (en) * | 1991-11-27 | 1994-06-07 | Allison Robert S | Standardized portable housing unit |
| NO930745L (en) * | 1993-03-01 | 1994-09-02 | Igland Ind As | Device for collapsible container, household goods etc |
| PL178084B1 (en) * | 1993-07-08 | 2000-02-29 | Leftminster Pty Ltd | Building construction comprised of prefabricated sections, and a method of designing that construction for individual requirements |
| JP3545101B2 (en) * | 1995-06-19 | 2004-07-21 | 治雄 鈴木 | Prefabricated building |
-
1998
- 1998-06-09 AU AUPP3995A patent/AUPP399598A0/en not_active Abandoned
-
1999
- 1999-06-09 KR KR1020007014008A patent/KR20010071447A/en not_active Application Discontinuation
- 1999-06-09 CA CA002334703A patent/CA2334703A1/en not_active Abandoned
- 1999-06-09 BR BR9911121-7A patent/BR9911121A/en not_active IP Right Cessation
- 1999-06-09 ID IDW20010062A patent/ID29024A/en unknown
- 1999-06-09 EP EP99955511A patent/EP1095191A1/en not_active Withdrawn
- 1999-06-09 JP JP2000553672A patent/JP2002517647A/en active Pending
- 1999-06-09 CN CN99809087A patent/CN1311840A/en active Pending
- 1999-06-09 WO PCT/AU1999/000449 patent/WO1999064688A1/en not_active Application Discontinuation
-
2001
- 2001-01-08 ZA ZA200100250A patent/ZA200100250B/en unknown
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100381652C (en) * | 2003-07-08 | 2008-04-16 | 卡洛·基亚维斯 | System for articulably bearing a prefabricated structural member on a foundation |
| CN104278688B (en) * | 2008-01-15 | 2017-05-03 | 设计与管理评价服务控股有限公司 | Structure for providing emergency housing for a plurality of displaced people |
| CN104278688A (en) * | 2008-01-15 | 2015-01-14 | 设计与管理评价服务控股有限公司 | Process for providing emergency housing for a plurality of displaced people |
| US8844223B2 (en) | 2010-08-24 | 2014-09-30 | Empire Technology Development Llc | Prefabricated wall panels |
| US8863445B2 (en) | 2010-08-24 | 2014-10-21 | Empire Technology Development Llc | Reinforced concrete dense column structure systems |
| US9038339B2 (en) | 2010-08-24 | 2015-05-26 | Empire Technology Development Llc | Prefabricated wall panels |
| WO2012024815A1 (en) * | 2010-08-24 | 2012-03-01 | Empire Technology Development Llc | Wall racks, tracks, and roller for making prefabricated wall panels |
| CN103306370A (en) * | 2013-06-05 | 2013-09-18 | 张家港市盛港绿色防火建材有限公司 | Integrated house |
| CN103306370B (en) * | 2013-06-05 | 2015-11-18 | 张家港市盛港绿色防火建材有限公司 | A kind of integrated house |
| CN106460374A (en) * | 2014-04-01 | 2017-02-22 | 诺亚房产公司 | Mobile house utilising renewable energy |
| CN106869328A (en) * | 2017-03-07 | 2017-06-20 | 广东省建筑设计研究院 | A kind of suspension type modular architectural structural and its construction method |
| CN107386693A (en) * | 2017-07-25 | 2017-11-24 | 刘钦 | A kind of Liftable type migratory bird people place |
| US20210141955A1 (en) * | 2019-11-07 | 2021-05-13 | Consulting Engineers, Corp. | Method and system for identifying conflicts in a roof truss to wall vertical interface |
| US11657192B2 (en) * | 2019-11-07 | 2023-05-23 | Consulting Engineers, Corp. | Method and system for identifying conflicts in a roof truss to wall vertical interface |
| CN113501106A (en) * | 2021-07-21 | 2021-10-15 | 上海外高桥造船有限公司 | Ceiling splicing platform |
Also Published As
| Publication number | Publication date |
|---|---|
| BR9911121A (en) | 2001-02-20 |
| JP2002517647A (en) | 2002-06-18 |
| KR20010071447A (en) | 2001-07-28 |
| EP1095191A1 (en) | 2001-05-02 |
| CA2334703A1 (en) | 1999-12-16 |
| ZA200100250B (en) | 2002-09-11 |
| AUPP399598A0 (en) | 1998-07-02 |
| ID29024A (en) | 2001-07-26 |
| WO1999064688A1 (en) | 1999-12-16 |
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| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
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