CN1427913A - Building structure and modular construction method - Google Patents
Building structure and modular construction method Download PDFInfo
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- CN1427913A CN1427913A CN01802191A CN01802191A CN1427913A CN 1427913 A CN1427913 A CN 1427913A CN 01802191 A CN01802191 A CN 01802191A CN 01802191 A CN01802191 A CN 01802191A CN 1427913 A CN1427913 A CN 1427913A
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- panelling
- modularization
- wall
- building structure
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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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/80—Ground anchors
- E02D5/801—Ground anchors driven by screwing
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/35—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation
- E04D3/351—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material
- E04D3/352—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material at least one insulating layer being located between non-insulating layers, e.g. double skin slabs or sheets
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/35—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation
- E04D3/351—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material
- E04D3/355—Roofing slabs or stiff sheets comprising two or more layers, e.g. for insulation at least one of the layers being composed of insulating material, e.g. fibre or foam material the insulating layers of adjacent slabs having cooperating edges
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/361—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets
- E04D3/363—Connecting; Fastening by specially-profiled marginal portions of the slabs or sheets with snap action
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D3/00—Roof covering by making use of flat or curved slabs or stiff sheets
- E04D3/36—Connecting; Fastening
- E04D3/366—Connecting; Fastening by closing the space between the slabs or sheets by gutters, bulges, or bridging elements, e.g. strips
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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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Floor Finish (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A building structure comprising one or more modular panels 5; a wall locating member 12 positioned between a base 2 and the one or more modular panels 5; a top member 19 placed on top of the modular panels 5; and a plurality of tie rods 14. The modular panels 5 when adjoining to form a wall create longitudinal cavities 16 within the wall. The plurality of tie rods 14 extend through said longitudinal cavities 16 and secure said top member 19, walls 3 and wall locating member 12 to the base 2.
Description
Technical field
The present invention relates to adopt the building structure of modular structure panelling and build the improved job practices of this type of building, belong to building by assembling such modularization panelling
Technical field.
Background technology
Existing technology is no lack of about modular architectural structure and associated construction method, and still, a lot of such methods but exist various drawbacks.These drawbacks embody a concentrated expression of: the process that the elaborate frame system that is used for the installed module panelling is assembled is very complicated; The securing member number that the bar structure panelling is connected and fixed is various, and it is very inconvenient to use; And the certain module structure exists bad structural strength.
Adopt an existing technical examples of modular construction method to see also with No. the 4858398th, the United States Patent (USP) of the name application of Ricchini, this method has been used one group of securing member.What the structure that Ricchini proposes was used is the proportional panelling of size, panelling is adjoined mutually the hole alignment of a side after, with tightening the formula securing member they are connected and fixed.
Another kind of previous job practices is to propose with in No. the 2389724th, the french patent documents of Batimpro SA name application.This patent document has proposed a kind of modular architectural structure, and what it used is to have the panelling that adjoins vertical side mutually, and it is complementary that shape is.Panelling links together by screw, and reinforces with metal sheet at the tie point place.
The lamination type plastic foamboard production technology that relevant modular architectural application is used, No. the 620338th, Australian Patent that also can REFERENCE TO RELATED people application.The panelling of producing with the technology that provides in this patent is then for being applicable to panelling example of the present invention.The method that proposes in the former patent of the applicant has an outstanding advantage, and that is exactly that panelling can be made in the building site, and is very convenient.
Summary of the invention
One of purpose of the present invention provides a kind of building structure of adopting the modularization panelling, and it has overcome at least or has improved some drawback that exists in the prior art.
Another object of the present invention provides a kind of job practices that adopts the modularization panelling, and it not only is simple and easy to usefulness, and can guarantee the structural integrity of building, thereby it is convenient, is a kind of alternative method of previous method.
A further object of the present invention provides a kind of modularization laminated panel, and it is applicable to building structure and/or job practices among the present invention, and makes very convenient.
Other purposes of the present invention can be embodied in following technical scheme.
Although be not unique or form the most widely, the present invention provides a kind of building structure really, comprising:
One or more modularization panellings;
A wall align member is between basic and some or a plurality of modularization panellings;
An overhead is positioned at the top of modularization panelling; And
One group of link rod;
Wherein, when forming wall when above-mentioned modularization panelling is connected, above-mentioned modularization panelling has just constituted vertical cavity in wall; And
Wherein, this group link rod extends through above-mentioned vertical cavity, and above-mentioned overhead, wall and wall align member are fixed on the basis.
More preferably have groove on the modularization panelling, be positioned on the longitudinal edge that interconnects the panelling butt joint (hereinafter referred to as longitudinal fluting), therefore, in actual applications, it has determined to interconnect the vertical cavity between the modularization panelling.
Overhead provides the effect of capping and/or compression for the wall of building structure.Overhead can comprise a cover member and/or a compression member.
More suitable is, when wall align member and overhead were cover member, they all were tank circuits of C shape tangent plane.For the wall align member, arrange that the purpose of the C type tank circuit is to form the U-shaped shape, for cover member, arrange that the purpose of the C type tank circuit is to form the inverted U-shaped shape on the top of modularization panelling.
Under a certain form, upright tank circuit member can be fixed on the face of modularization panelling, thereby so that modularization panelling location is formed turning or interior wall.
Link rod preferably has the tensile strength of height.
Link rod can be connected with the base on the basic precalculated position, edge and can unclamp.
The modularization panelling preferably is layer structure.
The desirable molding mode of modularization panelling is to use the lamination type plastic foamboard that has at least one skin member.
The modular panelling also can comprise an additional vertical vestibule, is used for to link rod provides the space, and is positioned at place with a certain distance from longitudinal fluting, so that form turning or tie point.
The basis preferably presents certain flooring structure, as a kind of structure choice, can be modular, also adopts laminated panel.The floor is the endosexine that comprises a reinforcing bar extexine, a foamed plastics core and a band reinforcing rib with the desirable scheme of laminated panel.Laminate floor panels with reinforcing rib structure preferably serves as a contrast dress composite floor board, waterproof lamellar or wood flooring.
Building structure also comprises a kind of roof structure, and by wall supports, modular also can be adopted in this roof, further adopts laminar structure.The roof can comprise the endosexine of a reinforcing bar extexine, a foamed plastics core and a band reinforcing rib with laminated panel.The roof panelling structure of band reinforcing rib is the flaggy or the timber of lining dress asbestos cement sheet, gypsum plank, random fluting preferably.
The present invention further provides a kind of job practices again, and it may further comprise the steps:
On the basis, place one or more align members;
One or more modularization panelling is installed, to form stifled or many walls wall on the wall align member;
Determine at the vertical cavity between the longitudinal fluting on the upright side of above-mentioned modularization panelling with the modularization panelling that adjoins mutually;
Top edge at the modularization panelling is placed an overhead;
Pass overhead and vertical cavity insertion link rod;
Link rod is connected on the basis,, thereby makes up wall with fixed top member, modularization panelling and wall align member.
The step that overhead is placed into modularization panelling top edge comprises:
Top edge at the modularization panelling is placed a cover member; And
A compression member is placed at top at cover member.
Then, the present invention further provides a kind of modularization panelling that is used for above-mentioned building structure or job practices again, and this modularization panelling comprises:
A kind of foamed plastics core;
Be adhered at least one the extexine member on the above-mentioned core;
Be positioned at two longitudinal flutings on the opposed vertical side of modularization panelling, in use, it is used for determining vertical cavity that this cavity extends along the tie point between the interconnected module panelling.
The modularization panelling also can have additional vertical cavity, and its size is just placed a cover link rod, at this, vertically cavity is positioned at towards the end of modularization panelling, still, sees internally, is groove arrangement longitudinally.
Description of drawings
For helping to understand the present invention, now the present invention is specifically described by following diagram, wherein:
Figure 1A is the front elevation drawing of fabric structure example;
Figure 1B is the lateral view of fabric structure;
Fig. 1 C is the plan view of fabric structure, is used for showing the layout situation of composition module panelling;
Fig. 2 A is the partial sectional view that of fabric structure basis has amplified, and is used for showing the situation that is connected of flooring structure and exterior wall;
Fig. 2 B is the sectional view that part has been amplified in the circle among Fig. 2 A;
Fig. 3 A is used for illustrating the installation situation of modularization panelling when forming wall for waiting yardstick exploded view, and here, overhead is a cover member;
Fig. 3 B is used for illustrating the installation situation of modularization panelling when forming wall for waiting yardstick exploded view, and here, overhead comprises a cover member and a compression member;
Fig. 3 C is a kind of office's view of the optional placement scheme that has amplified, and is used for the bottom of modularization panelling is positioned;
Fig. 4 is the sectional plain-view drawing that has amplified after the laminated panel alignment, is used for showing the definite configuring condition of location profile on laminated panel;
The roof zone partial sectional view of Fig. 5 for amplifying, the layout situation that is used for showing supporting plate;
Fig. 6 A is the lateral view of modularization roof panelling;
Fig. 6 B is the office's view that has amplified, and is used for showing the location profile on the panelling of roof;
Fig. 7 waits the yardstick exploded view, is used for showing that the wall turning connects the layout situation that is connected with the T type.
Specific embodiments
Generally speaking, Fig. 1 has showed a kind of building structure 1 of small-sized dwelling house, can construct according to the present invention.This structure comprises a basis 2, a few wall wall 3 and a roof 4.Wall no matter the outside still be whole inner face all be to constitute by modularization panelling 5.The modularization panelling is made into a kind of typical module size, promptly 900mm wide * the 3.0m height.In some other occasions, also can use bigger panelling, particularly for the requirement that adapts to the roof gradient.Use link rod (back will be introduced) that the modularization panelling is fixed on the basis, link rod is arranged along the wall direction, and its center to center distance 6 is 900mm.Other link rods are emitted on the opening part 7 of wall, and the corner 8 of building structure.
The wall panelling can be installed on concrete or the wood floors, or presses shown in Fig. 2 A, is installed on the floor that further comprises laminated panel, and laminated panel is connected on the ground of holding with screw.In placement scheme subsequently, basis 2 comprises floor panel 9, and it is by being installed in the inversion T type member supporting on the ground of holding with screw 11.
As can be seen, floor panel 9 is to be installed to (inner the most flat face) on second half that be inverted T type member 10 from Fig. 2 A.Floor panel 9 normally connects by screw 17A.
What Fig. 2 B showed is a wall align member 12, and its form is the C type tank circuit, is installed in that to be inverted T type member 10 outmost on half.Modularization wall panelling 5 is positioned at wall align member 12.Double threaded screw 13 is used for fixing corresponding link rod 14, it by welding, tighten or similar operation is fixed to that to be inverted T type member 10 outmost on half, and, pass wall align member 12 and stretch in vertical cavity 16, to be connected with nut 15, this nut links to each other with the end of link rod 14.Link rod 14 passes corresponding vertically cavity 16, and this vertical cavity 16 is arranged on the vertical wall panelling 5.Double threaded screw 17 stretches out wall align member 12 by hole 17.
By consulting the total arrangement that basis 2 exploded views that provide among Fig. 3 A and the 3B and the wall 3 that partly completes will be better appreciated by the wall panelling.According to requirement of the present invention, each wall panelling 15 is by installing and alignment and interconnecting just forms and determined vertical cavity 16, and it should adapt with the mating holes 18 in screw rod 13 and the wall align member 12.
Each link rod 14 all inserts in the corresponding vertically cavity 16, and is connected with the screw rod 13 that is positioned at cavity 16 lowest parts.Then, place overhead 19 so that on the top side of wall panelling, form the inverted u-shaped shape.Be positioned at the axle that hole 22 its sizes on the overhead 19 should be fit to place link rod 14, and its openings of sizes to adapt with screw rod 13.Like this, when link rod was located on modularization wall panelling, the upper end of link rod was stretched out and is passed the hole 22 that is positioned on the overhead 19.The upper end of link rod 14 can be threaded, and is connected with nut 23, to bear the tightening force that produces herein.Nut 23 is connected with link rod and tightens on the overhead 19.
What draw among Fig. 3 B is the wall of part completion, is similar to the wall that provides among Fig. 3 A, and but, in Fig. 3 B, what overhead 19 comprised is a cover member 20 and a compression member 21.Compression member 21 is positioned at the top of cover member 20.Lay respectively at the axle that hole 22 on cover member 20 and the compression member 21 and its size of hole 22A should be able to be placed link rod 14, and its size and screw rod 13 adapt.Like this, when link rod was located on modularization wall panelling, the upper end of link rod was stretched out and is passed hole 22 and the 22A that is positioned on the cover member 20.The upper end of link rod can be threaded and be connected with nut 23, to bear the tightening force that produces herein.Nut 23 is connected with link rod, and tightens on the compression member 21.
Fig. 3 C describes the location situation of the modularization panelling 5 that is positioned on the wall align member 12 in detail, so that cavity 16 aligns with mating holes 18 on the wall align member 12, can guarantee being connected of link rod 14 and basis 2 like this.
For convenience of explanation, diagram subsequently comprises description the overhead of a cover member and a compression member.The technician in this field all understands, and in the constructure construction procedure, the performance of top board should be with the type of construction structure and different variation the in definite position of top board.
In another one diagram (not shown), external screw thread has all been adopted in the lower end of link rod and upper end.The lower end of link rod is connected with the screw rod that has internal thread, like this, for example, can adapt to the frictional fit in holing on concrete floor.Fixedly the additive method of link rod is unchallenged for the technician.In the present invention, the employing of link rod particularly has the employing of high-tensile link rod, has overcome the problem of securing member aspect, such as, screw or like parts can be extracted from the modularization panelling under high wind carrier strip spare.The present invention has equally also overcome the requirement of the modularization panelling being carried out local stiffening, otherwise this will increase cost and complexity that panelling is made.
Fig. 4 has provided the schematic diagram of a kind of form of the longitudinal fluting that forms at wall panelling upstanding side with the form of plan view.Lightweight panelling 5 comprises a foamed plastics (as polyurethane) core 25 and top layer (as asbestos cement sheet) 26.The thickness of core is generally 66mm, and skin depth is usually between 4.5mm and 7.5mm.The modularization panelling also can adopt more thinner endosexine and thicker extexine to make.Thin endosexine thickness is generally 4.5mm, and thicker extexine thickness is generally 7.5mm.Thicker extexine can be the plaster fiber, and internal layer can be the plank of gypsum plank or polishing.Vertically cavity 16 is by paneling two grooves 27 on the edge and 27A to be formed, and two grooves on the panelling align mutually, shown in Fig. 4 A.
When panelling is docking together mutually, just between groove 27 and 27A, constituted vertical cavity 16, shown in Fig. 4 B.The size of cavity should be able to be placed link rod 14.Auxiliary cavity 29 in addition can provide below the panelling top layer, is used for placing the building service facility, as the electric wire (not shown).
First roof structure of this building structure as shown in Figure 5.In this diagram, roof 4 has minimum gradient, have only 3 to 10 degree usually, and it is supported directly by exterior wall 30 and interior wall 31.This roof structure also can comprise panelling, and this will introduce by Fig. 6 A below in more detail.
Just as shown in Figure 6A, the modularization roof panelling 33 in diagram comprises reinforcing bar extexine 37 and foamed plastics core 38 of injecting polyurethane of a 25mm, and it comprises the endosexine 39 of the band reinforcing bar of a 25mm, and the typical thickness of this panelling is 100mm.Below the panelling of roof a lining 39A.The gypsum plank that roof lining 39A can be the thick asbestos cement sheet of 4.5mm, 10mm is thick, the flaggy of arbitrarily slotting or the direct wooden ceiling of being with on the reinforcing bar endosexine that is fixed on screw.The roof preferably has high-tensile across formula steel backplate with panelling.As shown in Figure 5, along having inlayed wooden back-up block 40 in the space of roof panelling one side, so that provide mounting points for supporting plate 41.
The floor panel of describing in Fig. 2 also can adopt the similar structure of describing to Fig. 6 of roof panelling.More preferably, floor panel also will high-tensilely be made across the moulding of formula steel backplate by having.When use has high-tensilely when making across the moulding of formula steel backplate, floor panel can serve as a contrast last layer composite floor board, waterproof lamellar or wood floors, and directly is fixed on the backplate by screw or glue.
Roof and floor panel adopt high-tensilely has intensity height, in light weight and across the advantage of 7 meters distances across the formula backplate, therefore is easy to construction and improves building intensity.
The amplification office view shows that connects about the roof panelling shown in Fig. 6 B the ledge 42 that forms in a side of roof panelling 33 core foams 38 and the layout situation between the fit 43.This enlarged drawing has been showed outer field room, roof ridge 37A, and it passes core from the side, and when cooperating the roof panelling to interconnect for two, it makes the extension 37A of room ridge be overlapped on the most close on the ridge of roof panelling one side.Core also can be carried out the undercut processing in the adjacent domain of ledge, generates vertical cavity 44 when being connected together mutually with convenient roof panelling.This cavity can be placed the building service facility in the mode identical with the auxiliary cavity that provides in wall cavity.
Return Fig. 5, the roof extexine scrolls up 45 degree at summit ora terminalis place, so that seepage is minimized.The top layer, roof also extends through core foam 38 and the embedded wooden unit 40 of coplane, so as in the supporting plate end 47 the suspention gutters 46.Wooden or steel supporting plate 41 is suspended on the pocket that suspends the top layer, roof in midair by screw 48, and is connected on the embedded back-up block 40 by a plurality of other spiral shells 49.Screw is embedded in the pallet supporting piece and passes gutter support 50, and this support plays a supportive role to gutter 46 again conversely.
Fig. 7 layout situation that the wall turning is connected with the T type of having drawn, particularly in such junction, other layout situations of capping and compression member.The exterior wall 30 that has drawn among the figure and completed on basis 2, it has cover member 20 and the compression member 21 with the connection of link rod nut that is positioned at this wall upside.Generally, wall connects and comprises location shaped component 51, and it is vertical direction and is connected on the wall 30 that has completed by screw 52 in selected position.Wall align member 12 be fixed on the floor surface or basis 2 on so that the placement module panelling constitutes metope.
Exterior wall panelling 53 shown in the figure will be placed into the corner of structure, and whereby, the groove 53A that is positioned at exterior wall panelling upstanding side mutually combines with the leading edge 51A that locatees profile elements.Around the corner, be placed into the length that cover member 20 on one of them wall need shift out about 75mm from the inboard of the C type tank circuit.Then, remaining level of C type tank circuit cover member and lateral surface snap in the outer rim at turning.Be positioned at the cover member 20 that connects above the wall and only connect and overlap cover member, wherein, part of a side is removed on it.The compression member 21 of junction, turning connect along the turning length direction be processed into its thickness half, so just can form the half thickness adapter section.Arrange by adapter section,, so just can obtain the uniform thickness of compression member around the corner so that compression member is interlaced or overlap joint to these half thicknesses.One of modularization panelling that forms the turning connection has an additional vertical cavity, can be used for placing link rod 14.By this additional vertical cavity is positioned, be located at the center that the turning connects.On cover member 20 and compression member 21, provide hole 55 and 55A to be convenient to member is fixed together, and improve compliance, therefore, help improving the structural integrity of building the additional vertical cavity of modularization panelling.
Fig. 7 layout situation that a certain interior wall T type connects of equally also having drawn at this, is arranged in the link rod position in its vicinity not of intersecting metope, but provides at the crossing end of interior wall.Interior wall panelling 57 (part of only having drawn) is connected with corresponding location profile elements 51, and its connected mode and two interconnective panellings similar (referring to Fig. 4 B) therefore, have constituted a vertical cavity.Cover member 58 and compression member 59 have hole 60 and 60A in its end respectively.Then, cover member 58 and compression member 59 are placed on the top-side of the interior wall of being made up of panelling 57, and then, the link rod 14 that provides for the interior wall end can pass hole 60 and 60A inserts and is inserted in the cavity always, with fixing interior wall 57.
Run through whole manual, its purpose is to illustrate optimum implementation of the present invention, does not limit the invention in a kind of embodiment, also without limits on certain some concrete characteristic.
Claims (20)
1, a kind of building structure comprises:
One or more modularization panellings;
The wall align member is between basis and certain or a plurality of modularization panelling;
An overhead is positioned at the top of modularization panelling; And
One group of link rod;
Wherein, when forming wall when above-mentioned modularization panelling is connected, above-mentioned modularization panelling has just constituted vertical cavity in wall;
Wherein, this group link rod extends through above-mentioned vertical cavity, and above-mentioned overhead, wall and wall align member are fixed on the basis.
2, building structure as claimed in claim 1 is characterized in that: overhead is a kind of cover member.
3, building structure as claimed in claim 1 is characterized in that: overhead is a kind of compression member.
4, building structure as claimed in claim 1 is characterized in that: overhead comprises a cover member and a compression member.
5, building structure as claimed in claim 1 is characterized in that: the modularization panelling has groove at vertical opposite side that it interconnects panelling, therefore forms vertical cavity between the panelling in interconnecting in actual use.
6, building structure as claimed in claim 1 is characterized in that: wall align member and overhead are the C type tank circuit.
7, building structure as claimed in claim 1 is characterized in that: upright tank circuit member can be fixed on the face of modularization panelling, thereby so that modularization panelling location is formed turning or interior wall.
8, building structure as claimed in claim 1 is characterized in that: link rod can be connected along the base on the basic precalculated position and can unclamp.
9, building structure as claimed in claim 1 is characterized in that: the modularization panelling is a kind of laminar structure.
10, building structure as claimed in claim 9 is characterized in that: the modularization panelling is made by the moulding of laminated foam plastic plate, has an extexine member at least.
11, building structure as claimed in claim 1 is characterized in that: the modular panelling comprises an additional vertical vestibule, is used for being positioned at the inboard of longitudinal fluting for link rod provides the space, so that form turning or tie point.
12, building structure as claimed in claim 1 is characterized in that: the basis comprises a kind of flooring structure, and it can be a modular, also adopts laminated panel.
13, building structure as claimed in claim 12 is characterized in that: the laminated panel that is used for the floor comprises the endosexine of reinforcing bar extexine, foamed plastics core and band muscle, and the floor preferably serves as a contrast dress composite floor board, waterproof lamellar or wood floors.
14, building structure as claimed in claim 1 is characterized in that: also comprise a kind of roof structure, by wall supports.
15, building structure as claimed in claim 14 is characterized in that: roof structure also is modular, and further adopts laminated panel.
16, building structure as claimed in claim 15 is characterized in that: the laminated panel that is used for the roof comprises the endosexine of reinforcing bar extexine, foamed plastics core and band muscle, flaggy or timber that it preferably serves as a contrast dress asbestos cement sheet, gypsum plank or arbitrarily slots.
17, a kind of job practices may further comprise the steps:
On the basis, place one or more align members;
One or more modularization panelling is installed to form stifled and many walls wall on the wall align member;
Determine vertical cavity between the longitudinal fluting on the upright side of above-mentioned modularization panelling with the modularization panelling that adjoins mutually;
Top edge at the modularization panelling is placed an overhead;
Pass overhead and vertical cavity insertion link rod;
Link rod is connected on the basis,, thereby makes up wall with fixed top member, modularization panelling and wall align member.
18, job practices as claimed in claim 17 is characterized in that: the step that overhead is placed into modularization panelling top edge comprises:
Top edge at the modularization panelling is placed a cover member; And
A compression member is placed at top at cover member.
What 19, adopt in the described job practices of building structure as claimed in claim 1 or claim 17 is the modularization panelling, and this modularization panelling comprises:
A kind of foamed plastics core;
Be adhered at least one the extexine member on the above-mentioned core;
Be positioned at two longitudinal flutings on the opposed vertical side of modularization panelling, in use, it is used for determining vertical cavity that this cavity extends along the tie point between the interconnected module panelling.
20, modularization panelling as claimed in claim 19, it is characterized in that: this modularization panelling further comprises an additional vertical cavity, by determining its size so that place link rod, at this, this vertical cavity is positioned at the end of modularization panelling, and is made of longitudinal fluting.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AUPR4229 | 2001-04-05 | ||
| AUPR4229A AUPR422901A0 (en) | 2001-04-05 | 2001-04-05 | Modular building structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1427913A true CN1427913A (en) | 2003-07-02 |
| CN1243168C CN1243168C (en) | 2006-02-22 |
Family
ID=3828229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB018021913A Expired - Fee Related CN1243168C (en) | 2001-04-05 | 2001-05-30 | Building structure and modular construction method |
Country Status (6)
| Country | Link |
|---|---|
| US (1) | US20040103601A1 (en) |
| CN (1) | CN1243168C (en) |
| AU (1) | AUPR422901A0 (en) |
| CA (1) | CA2443387A1 (en) |
| NZ (1) | NZ529283A (en) |
| WO (1) | WO2002081835A1 (en) |
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| CN102011431B (en) * | 2009-09-07 | 2014-07-23 | 李立恒 | Building structure combining foaming cement and lightweight steel |
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| CN106958318A (en) * | 2017-05-10 | 2017-07-18 | 三筑工科技有限公司 | Wall panel element and basis, multiple layer combination panel structure and construction technology |
| CN108222366A (en) * | 2018-01-11 | 2018-06-29 | 安亮启 | Assembling wall body structure and house and its method of construction with the double board members of bamboo wood |
| CN109024994A (en) * | 2018-07-31 | 2018-12-18 | 柯世轮 | A kind of Spliced movable room wallboard connecting structure |
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| IL141467A0 (en) * | 2001-02-15 | 2002-03-10 | Industrial walls | |
| US6754999B1 (en) * | 2001-05-04 | 2004-06-29 | Delmer L. Urbanczyk | Building construction system |
-
2001
- 2001-04-05 AU AUPR4229A patent/AUPR422901A0/en not_active Abandoned
- 2001-05-30 WO PCT/AU2001/000642 patent/WO2002081835A1/en active IP Right Grant
- 2001-05-30 NZ NZ529283A patent/NZ529283A/en not_active IP Right Cessation
- 2001-05-30 CN CNB018021913A patent/CN1243168C/en not_active Expired - Fee Related
- 2001-05-30 CA CA002443387A patent/CA2443387A1/en not_active Abandoned
- 2001-05-30 US US10/473,913 patent/US20040103601A1/en not_active Abandoned
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102011431B (en) * | 2009-09-07 | 2014-07-23 | 李立恒 | Building structure combining foaming cement and lightweight steel |
| CN103492648A (en) * | 2009-12-22 | 2014-01-01 | Rcp控股有限公司 | Construction system and methods therefor |
| CN105421702A (en) * | 2015-12-17 | 2016-03-23 | 安徽助成信息科技有限公司 | Assembly type outer wall decoration suspension plate |
| CN106958318A (en) * | 2017-05-10 | 2017-07-18 | 三筑工科技有限公司 | Wall panel element and basis, multiple layer combination panel structure and construction technology |
| CN108222366A (en) * | 2018-01-11 | 2018-06-29 | 安亮启 | Assembling wall body structure and house and its method of construction with the double board members of bamboo wood |
| CN109024994A (en) * | 2018-07-31 | 2018-12-18 | 柯世轮 | A kind of Spliced movable room wallboard connecting structure |
Also Published As
| Publication number | Publication date |
|---|---|
| NZ529283A (en) | 2004-04-30 |
| AUPR422901A0 (en) | 2001-05-17 |
| US20040103601A1 (en) | 2004-06-03 |
| WO2002081835A1 (en) | 2002-10-17 |
| CA2443387A1 (en) | 2002-10-17 |
| CN1243168C (en) | 2006-02-22 |
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