CN102057117A - Temporary viewing platforms - Google Patents
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- CN102057117A CN102057117A CN2009801211079A CN200980121107A CN102057117A CN 102057117 A CN102057117 A CN 102057117A CN 2009801211079 A CN2009801211079 A CN 2009801211079A CN 200980121107 A CN200980121107 A CN 200980121107A CN 102057117 A CN102057117 A CN 102057117A
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- modular construction
- external member
- grandstand
- floor
- floor frame
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Abstract
A modular construction kit adapted to construct both a hexagonal and an elongate linear shaped horizontal free-standing temporary viewing platform and combinations thereof, the modular construction kit comprising a plurality of components adapted to be attachable and detachable from each other whereby the temporary viewing platform can be readily constructed and taken apart, the plurality of components comprising: a plurality of support legs, each support leg being at least six feet (1,829 meters) long; a plurality of floor plates, comprising at least six floor plates having an equilateral triangular shape or an isosceles trapezoid shape; a plurality of handrail elements adapted to be mounted around a circumference of the temporary viewing platform for preventing a user from falling over an edge of the temporary viewing platform; and at least one stair frame adapted to be mounted to the temporary viewing platform whereby a user can climb the stair frame to access the temporary viewing platform.
Description
Technical field
The present invention relates to interim grandstand and the modular construction external member that is used for its construction.
Background technology
The interim grandstand of industry of being used to compete is known in the art.This interim grandstand is generally used for joint performance, for example music joint performance, sports tournament (for example horse racing, polo and golf) and community activity.Interim grandstand is generally used for short-term project, does not need permanent structure.
Usually utilize traditional scaffold to make up interim grandstand with support platform.Perhaps, scaffold and platform structure can be set to be suitable for making up the structure of particular type, and for example, the seat structure of layered arrangement is described in FR2585752.
A problem of many this structures is: support scaffolding forms crosslinked braced structures, or forms intensive vertical supporting leg at least, and it can not easily be passed through.Like this, utilize any interim grandstand that the layout of these prior aries makes up to provide the grandstand of rising by sacrificing wasted space under the grandstand.In addition, this structure is that the ground stream of people forms obstacle, and this problem is very serious for the event that has a large amount of crowds.
Another problem that prior art is arranged comes from them or is suitable for the shape of a kind of particular type or structure, or is unsuitable for the shape of any particular type or structure.The problem of system that is unsuitable for the shape of any kind or structure is: very difficult and very consuming time when they are used to make up desired results.On the contrary, the problem of system that is suitable for the shape of a kind of particular type or structure is: they can not provide too many flexibility for the structure of the dissimilar and shape that expectation is provided.For example, for special-purpose, may expect that (for example) is used for the elongated straight line grandstand of stage.For other purposes, may need non-elongated grandstand, for example, from certain location to around watch.The desired type of final structure or shape also can be determined by free space and the landform that will make up interim grandstand.
Another problem of some layouts is that they are suitable for being mounted to another structure, for example is mounted to a side of building, rather than independently.
Another problem of the layout of some prior aries is that they are not attractive in appearance, says so like this from some angle at least.For example, can see support scaffolding from the rear side of interim grandstand at least, this is ugly and does not expect, especially in senior place.
The purpose of embodiments of the present invention is intended to address the above problem.Specifically, the purpose of some embodiment of the present invention is to provide modular construction external member, and it loads and transports, can easily be construed as fast independently interim grandstand easily, and is dismantling easily with the back, in order to further transporting and re-using.Another purpose provides a kind of modular construction external member, and it is suitable for the interim grandstand of independence of the type and the shape of construction particular range, and be suitable for providing be convenient to ground people from the below by and see the interim grandstand of independence all very attractive in appearance from all angles.
Summary of the invention
Recognize with the various prior aries that are used for interim grandstand and arrange the relevant problem of describing before, the applicant has researched and developed the modular construction external member that addresses all of these issues.
According to a first aspect of the invention, a kind of modular construction external member is provided, this modular construction external member is suitable for making up the interim grandstand of independence and the combination thereof of the linear level of hexagon and elongated straight, described modular construction external member comprises and is suitable for a plurality of members of being attached to one another and dismantling, thereby can easily make up and dismantle interim grandstand, described a plurality of members comprise:
A plurality of supporting legs, each supporting leg is long at least six feet (1.829 meters);
Polylith floor, these floors comprise that at least six have equilateral triangle shape or isosceles-trapezium-shaped floor;
A plurality of handrail elements, these handrail elements are suitable for installing around the periphery of interim grandstand, drop to prevent the edge that the user climbs over interim grandstand; And
At least one stair framework, described stair framework is suitable for being installed to interim grandstand, thereby but user's speeling stairway framework to climb up interim grandstand.
In fact aforementioned modules formula construction external member not only can and be particularly suitable for producing the interim grandstand of independence of the type and the shape of particular range, especially the independent grandstand and the combination thereof of the linear level of hexagon and elongated straight, for example two ends have the linear grandstand of elongated straight of hexagon grandstand.
The modular construction external member of the interim grandstand of independence by a kind of type that is suitable for forming particular range and shape are provided, described modular external member ratio is as the easier structure of system of the structure that is unsuitable for any particular type or shape.In addition, the hexagon and the rectilinear structure that provide by modular construction external member allow certain flexibility ratio, and this is that the system that is suitable for the structure of particular type or shape does not specially have.
For this specific adaptation is provided, a key character of the present invention provides the floor, and described floor has equilateral triangle shape and/or isosceles-trapezium-shaped.This floor is suitable for making up hexagon and linear grandstand ideally.
According to a kind of layout, need at least six floors with equilateral triangle shape to form the grandstand of hexagonal shape.But, only provide six floors to need the floor relatively large to form enough large-sized hexagon grandstand with equilateral triangle shape.The littler triangle floor of greater number can be favourable, and this is because it allows to utilize components identical easily to make up long and narrow grandstand.In addition, in building process, littler element is handled and easier transportation easily.
Therefore, according to an embodiment, provide at least two ten four floors to form the hexagon grandstand with equilateral triangle shape, wherein six floors form the center hexagonal structure, remaining 18 floor is provided with alternately to be orientated around this center hexagonal structure, to be formed for the bigger hexagonal structure of hexagon grandstand.
A problem of this layout is: need a large amount of relatively floors, and all these floors all must be arranged and support to form grandstand, this can be consuming time relatively.
Therefore, in an extremely beneficial embodiment, 18 floors that are provided with around the center hexagonal structure can replace with six isosceles trapezoid floors.The base of each isosceles trapezoid is the twice of its top margin, and two waists equate, the length of its waist equals the length of trapezoidal top margin.Like this, the area of each isosceles trapezoid equals three times of area on each equilateral triangle floor, center.Therefore the quantity on the required floor of hexagon grandstand is reduced to 12 from 24.According to this embodiment, described modular construction external member comprises at least six equilateral triangle floors and at least six isosceles trapezoid floors.This is considered to be used to make up the floor required size of the grandstand with suitable dimension and the good half-way house of floor requirement.Find that also ladder-shape floor is useful forming aspect the long and narrow platform (for example aisle), the joint more than it does not need as its triangle counter-element has.
Another selection that further reduces floor quantity is to change six central cam shape floors with single hexagonal centre floor.According to this embodiment, described modular construction external member can comprise at least one hexagon floor and at least six isosceles trapezoid floors.It is long that the length of side on described hexagon floor should equal the top margin of each isosceles trapezoid.Perhaps, hexagon floor, center can be surrounded by 18 triangle floors, to make up the hexagon grandstand.
Another selection is to utilize two isosceles trapezoid floors to form the center hexagonal structure, and six other isosceles trapezoid floors are provided with around described center hexagonal structure simultaneously.According to this embodiment, described modular construction external member can comprise at least eight isosceles trapezoid floors.
According to some embodiment, described modular construction external member also comprises a plurality of floor frame elements, these floor frame elements are adapted to be incorporated into the top of supporting leg to form hexagon or linear floor frame, described floor frame element is suitable for admitting the floor when being built into hexagon or linear, to form the independent grandstand and the combination thereof of the linear level of hexagon and elongated straight.Described a plurality of handrail element can be suitable for being installed to the floor frame element around floor frame, drops to prevent the edge that the user climbs over interim grandstand.Described at least one stair framework can be suitable for being installed to floor frame, thereby but thereby user's speeling stairway is climbed up interim grandstand.
According to other embodiment, do not need described a plurality of floor frame element.In this case, the floor must be suitable for mutually combining, and with the flooring structure of formation self-supporting, thereby does not need extra support floor frame construction.For example, the floor can be suitable for utilizing nuts and bolt, snap fit formula to connect or complementary lenticular connection is attached to each other.Though this layout has increased the complexity on floor self, because of the needs of eliminating the floor frame element have reduced the required member sum of modular construction external member.In addition, the weight saving of flooring structure.
In the aforementioned layout that does not need the floor frame element, the floor also can be suitable for admitting a plurality of handrail elements around the periphery of flooring structure, drops to prevent the edge that the user climbs over interim grandstand.One or more floor also can be suitable for admitting the stair framework, thereby but thereby user's speeling stairway is climbed up interim grandstand.
The interim grandstand of independence that provides the public easily to pass through from the below also is provided described modular construction external member.Like this, they can not form obstacle to the stream of people on ground, otherwise this will be serious problem for the activity that has a large amount of crowds.Perhaps, can utilize the space of interim independent grandstand below as for example bar or the like.
For guaranteeing that interim grandstand can easily be passed through from the below by the public, key character of the present invention is to be provided with at least 6 feet (1.829 meters) long supporting leg, it can vertically be orientated, and comprises the hexagon or the linear grandstand of the rising of the floor frame element that the triangle floor is installed with support.More preferably, supporting leg is long at least 7,8 or 9 feet (2.134,2.438 or 2.743 meters).It is long that supporting leg may extend at least 6,7,8 or 9 feet (1.829,2.134,2.438 or 2.743 meters).For example, supporting leg can be telescopic.This telescopic supporting leg can be suitable for extending as required and be fixed on a plurality of different lengths place.
Supporting leg and floor frame and/or floor must be enough firm, make grandstand to support with the supporting leg of relatively small amount.Must avoid forming intensive vertical supporting leg, because this can make that the space of grandstand below is useless relatively and form obstacle for the stream of people on ground.For example, according to a preferred arrangements, the hexagon grandstand is provided with seven supporting legs, and one at hexagonal each place, angle has one at hexagonal center.Preferably, supporting leg is at least 6 feet (1.829 meters) separately, pass through from interim grandstand below to allow people, and can not hinder undeservedly by supported leg.
The previous layout of the scaffold that the interim grandstand of independence of the present invention is for example more traditional than use etc. is more attractive in appearance.By providing aforementioned combination of features to realize characteristic attractive in appearance of the present invention.Found that the triangle of grandstand, trapezoidal, hexagon combine attractive in appearance especially with the rectilinear structure member with the braced structures of relative dispersion.
Embodiments of the present invention can be used for creating a large amount of different interim grandstand structures, comprising: hexagon platform, the linear stage of elongated straight and combination thereof.When with the structure that is unsuitable for generating any particular type/shape, or be suitable for forming the distortion of single structure or this single structure, for example the prior art systems of the shorter or longer stage of same shape is relatively the time, this is favourable.The member of the modular construction external member that is provided be suitable for easily attached with separate, to allow construction easily and transportation, compare with more permanent building structure, for this temporary structure, need construction easily and transportation.For example, it is attached that described member can be suitable for utilizing nuts and bolt, the connection of snap fit formula or complementary lenticular connection to carry out, and do not use as nail used in more permanent building, screw, welding, adhesive or cement.
If present, the floor frame element is preferably the elongated member that has a plurality of tie points along its length, thereby element can be connected in the hexagon of a series of various combinations and linear grandstand structure.The floor frame element also can comprise one or more hole of therefrom passing, providing weight lighter element, thereby is convenient to make up and be supported on the supporting leg.Having interconnection provides the light and firm element of plate framework ideally with the slender beam that wherein has a plurality of openings of strengthening described beam, and it can form the floor frame structure that can be supported by the supporting leg of relatively small amount.Each floor frame element is preferably such beam, the length of this beam be the equilateral triangle floor side length n doubly, n is the integer more than or equal to 1.Described a plurality of floor frame element can comprise first group of beam, and described first group of beam comprises the beam of at least ten two equal in length, comprises the hexagon floor frame of six side girders and six radial girders with structure.Described a plurality of floor frame element also can comprise second group of beam, and described second group of beam comprises the beam of six roots of sensation equal in length at least, and the length that is shorter in length than first group of beam of described second group of beam is to make up the hexagonal rings that cross coupling forms in the hexagon floor frame.The amount that second group of beam preferably is shorter than first group of beam equals the length of the side on equilateral triangle floor.Described a plurality of floor frame element also can comprise the 3rd group of beam, and described the 3rd group of beam comprises the beam of six roots of sensation equal in length at least, and the length that is shorter in length than second group of beam of the 3rd group of beam is to make up the hexagonal rings that cross coupling forms in the hexagon floor frame.The amount that the 3rd group of beam preferably is shorter than second group of beam equals the length of the side on equilateral triangle floor.Each beam all can comprise the outstanding ridge that extends along the center of its upper side, to admit and alignment equilateral triangle floor.According to a preferred arrangements, described beam has I shape cross section.
Described modular construction external member available metal, timber, carbon fiber, glass fiber or its any combination are made.Hardware can be made by steel, iron or aluminium.If used hardware, then aluminium since its intensity and light weight become preferably, though this material is more expensive than steel or iron.Like this, for some low-cost product, steel or iron can be preferred.
The particularly preferred material of member for this modular construction external member is the compound that comprises the mixture of carbon and glass fiber formation.It is enough firm for the present invention that this material is found, and while weight is light (weight ratio aluminium is light) very.Simultaneously, find to utilize this composite material to produce the member Billy of this modular construction external member with for example aluminium is more cheap.The technology that the applicant finds to be used to utilize carbon and glassfiber composite to make up ship can easily be applied to make up the member of this modular construction external member.These technology can be used for making any main member or all main members of modular external member.For example, a particularly preferred technology that is used for supporting leg is to form supporting leg with carbon and glassfiber composite, wherein twines fiber to strengthen the intensity of leg.
According to a further aspect in the invention, utilize aforementioned modules formula construction external member to make up the interim grandstand of independence that comprises hexagon grandstand, the linear grandstand of elongated straight or its combination.
According to a further aspect in the invention, provide a kind of interim grandstand of independence that utilizes aforementioned modules formula construction external member to make up, the interim grandstand of this independence comprises the interim grandstand of hexagon, the linear grandstand of elongated straight or its combination.
According to another aspect of the invention, a kind of connector that is used for aforementioned modules formula construction external member is provided, described connector comprises the part of two complementations, that is: first, this first comprises such plate, this plate have the projection of extending from its side and be arranged on this projection the top and with the isolated hole of this projection; Second portion, this second portion comprises such plate, this plate have be used for the hook of the complementation of the protrusion engagement of first and be arranged on described hook the top and with the isolated hole of this hook, thereby when hook and protrusion engagement, form rotatable STATEMENT OF FEDERALLY SPONSORED, rotatable so that hole in first and the second portion alignment of this STATEMENT OF FEDERALLY SPONSORED, thus a pin can pass first and second portion inserts, so that first and second portion are combined in fixing orientation.
According to an embodiment of described connector, described first comprises six blocks of plates that extend radially outwardly with 60 ° of angles from the coupling part, center.This connector can be arranged on the center of hexagon grandstand, to connect the radial girders of floor frame.Coupling part, described center can be formed or can be installed to the center support leg by the center support leg.
According to a further aspect in the invention, a kind of distortion or so-called trapezoid spiral formula stair are provided.Described stair comprise opposed front plate, and described front plate is evenly spaced apart by a plurality of steps that are arranged on therebetween.Described front plate relative to each other tilts with different angles, thereby stair have layout distortion or that be called trapezoid spiral, crooked spiral stairs (wherein, the side plate bending) difference of this layout and standard straight stair (its latus inframedium tilts with equal angular) and standard.The trapezoid spiral formula stair layout of finding distortion is more favourable than standard straight stair and crooked spiral stairs.The natural shape of trapezoid spiral formula stair and grandstand is complementary, and forms simple helical design, and it can be combined in the grandstand structure.In addition, trapezoidal staircase design has been strengthened the grandstand structure.Compare with the crooked spiral stairs of for example standard, described trapezoidal staircase design also provides more open structure, flows better with the stream of people who allows described structure periphery and below.
Description of drawings
Only the present invention is described in more detail now with reference to accompanying drawing with by way of example, wherein:
Fig. 1 to 8 has shown the interim grandstand of various independences according to embodiment of the present invention;
Fig. 9 to Figure 15 has shown the design development drawing of the various members of the modular construction external member that illustrates according to the embodiment of the present invention;
Figure 16 to Figure 18 has shown the schematic diagram of the connector of each member that is used for link block formula construction external member;
Figure 19 has shown the method step of the independent interim grandstand of construction hexagon according to the embodiment of the present invention;
Figure 20 to 22 has shown each diagrammatic sketch of triangle step structure that is used to climb up the independent interim grandstand of hexagon according to the embodiment of the present invention;
Figure 23 has shown the alternative embodiment of independent interim grandstand, has wherein utilized triangle and trapezoidal floor, and no longer needs the floor frame element;
Figure 24 has shown the design development drawing of each member that the modular construction external member that is used for the construction interim grandstand of independence shown in Figure 23 is shown;
Figure 25 to Figure 29 has shown distortion according to a further aspect of the invention, the various views that perhaps so-called trapezoid spiral formula stair are arranged;
Figure 30 has shown the embodiment of the interim grandstand of independence that is provided with straight stair and trapezoid spiral formula stair.
The specific embodiment
Fig. 1 to Figure 22 has shown the embodiment that comprises the triangle floor and be used for the floor frame element of support floor.
Fig. 1 has shown the independent interim grandstand of hexagon according to the embodiment of the present invention.About 6 feet (1.829 meters) height of two people that show among Fig. 1, therefore obviously grandstand is about 8 to 9 feet (2.438 to 2.743 meters) height, can easily pass through from the grandstand below to guarantee the people.
Fig. 2 has shown and the independent interim grandstand of identical hexagon shown in Figure 1 still have the magnificent overburden that fabric or plastic material are made.Described overburden is used to protect spectators not to be caught in the rain and/or Exposure to Sunlight, and/or the surface that advertisement etc. can be set is provided.Described overburden removably is attached to grandstand, thereby can use different overburdens according to intended use.Obducent attachment point can be arranged on handrail element, supporting leg and/or the stair framework.
Fig. 3 has shown the another embodiment of the present invention that comprises two hexagon grandstands that link together.
Fig. 4 has shown the another embodiment that comprises three hexagon grandstands that link together.Also showing in this embodiment and be arranged on being used in the grandstand and hold the opening of obstruction, is one tree in this example.By building floor frame around described obstruction and, thereby provide opening simply without the part of triangle floor mulched ground plate framework.
Fig. 5 has shown along the multilayer layout of the grandstand of vertical and horizontal direction expansion.In this case, the first hexagon grandstand makes the second hexagon grandstand be attached to its sidepiece along horizontal direction, and makes the 3rd hexagon grandstand along the vertical direction side of being mounted thereon.
Fig. 6 has shown the multilayer layout that forms tower structure.This tower structure can be set to reflect east sponsor or east theme.
Fig. 7 has shown the individual layer grandstand layout that can utilize modular construction external member of the present invention construction.Fig. 8 has shown the various multilayer grandstands layouts that can utilize modular construction external member of the present invention construction.
Fig. 9 to Figure 15 has shown each member of the modular construction external member that illustrates according to the embodiment of the present invention and the design development drawing how these members are joined together to form interim grandstand.Should be appreciated that described each member can take various forms with the detailed structure that is connected.But described member has some overall preferred structuring structures, and these structures can be applicable in a plurality of different embodiments.For example, the floor frame of hexagon grandstand preferably includes from the radial girders of the central point extension of hexagonal structure and the cross coupling that extends between two radial girders, as shown in Figure 9.Radial girders preferably is attached to the top of center support leg.Cross coupling between the radial girders is used for plate framework structure intentinonally, and provides for the mounting points that the triangle floor is installed.Preferably, cross coupling also forms hexagon ring-type structure.In the embodiment that Fig. 9 shows, can find out except the beam of the external surface that forms the hexagon grandstand also have two hexagonal rings that form by cross coupling.For the ease of construction, preferably, the size on triangle floor is less than the size of six delta-shaped regions of the radial girders qualification of passing through floor frame.For example, in the embodiment that shows in design development drawing, six delta-shaped regions that limit for the radial girders by floor frame are provided with nine floors.Quantity and locations complementary that the cross coupling on floor is installed in the quantity on floor and size and confession.Specifically, the distance between the parallel cross coupling equals the height on triangle floor substantially, thereby can organize at each multirow triangle floor is installed between the parallel cross coupling.Certainly, the whole hexagon grandstand that six bigger triangle floors show with coverage diagram 9 can be set.But it can be favourable that littler triangle floor is provided as shown in Figure 9, and this is because it allows to utilize the long and narrow grandstand of same element construction easily.In addition, in the construction process, easier processing of littler element and easier transportation.In addition, in order to make the triangle floor lighter, they can be by net structure but not solid slab make.The triangle floor can be made by the module of following material, metal (for example, aluminium) braced structures for example, and triangle plastics and/or wood flooring sheet and optionally position exquisite wooden application thereon are so that the floor looks attractive in appearance.
Figure 16 to Figure 18 has shown the schematic diagram of the connector of each member that is used for link block formula structure external member.Described connector comprises the part that is assembled together with two complementations form connecting.First comprises such plate, and this plate has from the projection of one side extension and top and the isolated hole of this projection that is arranged in this projection.Second portion comprises such plate, and this plate has and is used for and the hook of the complementation of the protrusion engagement of first and top and the isolated hole of this hook that is arranged on hook.When hook and protrusion engagement, form rotatable STATEMENT OF FEDERALLY SPONSORED, this STATEMENT OF FEDERALLY SPONSORED is rotatable so that the alignment of the hole in first and the second portion can be passed first and second portion insertion thereby sell, so that first and second portion are combined in fixing orientation.
The favourable part of described connector is that its rotatable connection by hook and projection allows the member of modular construction external member to be bonded together with flexi mode at the very start.This initial rotatable being connected with helps when the grandstand that construction raises to promote described member by aliging described hole and two parts pin of connector being fixed on before constant bearing fixes described connection.
First can comprise six blocks of plates that extend radially outwardly with 60 ° of angles from the coupling part, center, shown in the upper right corner of Figure 16.This connector can be arranged on the central authorities of hexagon grandstand, to connect the radial girders of floor frame, shown in the upper right corner of Figure 18.Coupling part, described center can be formed by the center support leg, perhaps can be installed on the center support leg.
Alternatively, described connector can comprise T shape first, shown in the place at the more close center of Figure 16.The backboard of this T shape parts can be suitable for being connected to the beam of floor frame.For example, backboard is a side of the sheet frame opening with I shape cross section of setting a roof beam in place insertedly, as among Figure 17 and shown in the left side of Figure 18.
Described modular construction external member preferably includes aforementioned two kinds of connector types.The projection and the hook that should be appreciated that two parts of connector can exchange between two parts, still keep identical function simultaneously.
Figure 19 has shown the method step of the independent interim grandstand of construction hexagon according to the embodiment of the present invention.
Finally, Figure 20 to Figure 22 has shown the triangle step structure of the independent interim grandstand of hexagon that is used to climb up according to the embodiment of the present invention.As seen from the figure, step comprises relative to each other three groups of (section) stair arranging with about 60 ° of angles, and feasible have the general triangular shape when stair when the top is watched.This triangular arrangement that is used for stair is consistent with the triangle theme on floor, from but attractive in appearance.In addition, it provides compact layout, and watches the place in the middle of can providing between every section stair.
Figure 23 has shown the alternative embodiment of independent interim grandstand, has wherein utilized triangle and ladder-shape floor, and has not needed the floor frame element.In this case, the floor is suitable for being bonded to each other, and with formation self-supporting flooring structure, thereby does not need extra support floor frame construction.Described flooring structure comprises the triangle floor that six of formation center hexagonal part are equal, described center hexagonal part by six floors with isosceles-trapezium-shaped around.
Figure 24 has shown the design development drawing of each member that the modular construction external member that is used for the construction interim grandstand of independence shown in Figure 23 is shown.
Figure 25 to Figure 29 has shown trapezoid spiral formula stair layout distortion according to a further aspect in the invention or so-called, and Figure 30 has shown the embodiment of the interim grandstand of independence that is provided with straight stair and trapezoid spiral formula stair.
Though show especially and described the present invention with reference to preferred implementation of the present invention, but it will be appreciated by those skilled in the art that under the situation of the scope of the present invention that does not break away from the claim qualification and can carry out various changes to these embodiments in form and details.
Claims (27)
1. modular construction external member, this modular construction external member is suitable for making up the interim grandstand of independence and the combination thereof of the linear level of hexagon and elongated straight, described modular construction external member comprises and is suitable for a plurality of members of being attached to one another and dismantling, thereby can easily make up and dismantle described interim grandstand, described a plurality of members comprise:
A plurality of supporting legs, each supporting leg is long at least six feet (1.829 meters);
Polylith floor, these floors comprise at least six floors with equilateral triangle shape or isosceles-trapezium-shaped;
A plurality of handrail elements, these handrail elements are suitable for installing around the periphery of described interim grandstand, drop to prevent the edge that the user climbs over described interim grandstand; And
At least one stair framework, described at least one stair framework is suitable for being installed to described interim grandstand, thus the user can climb this stair framework to climb up described interim grandstand.
2. modular construction external member according to claim 1, wherein said polylith floor comprise at least two ten four floors with equilateral triangle shape.
3. modular construction external member according to claim 1, wherein said polylith floor comprise at least six floor and at least six floors with isosceles-trapezium-shaped with equilateral triangle shape.
4. modular construction external member according to claim 1, wherein said polylith floor comprises at least eight floors with isosceles-trapezium-shaped.
5. modular construction external member according to claim 1, wherein said polylith floor also comprises at least one floor with hexagonal shape.
6. according to the described modular construction of aforementioned each claim external member, this modular construction external member also comprises a plurality of floor frame elements on the top that is adapted to be incorporated into described supporting leg, can be the floor frame of hexagon or linear shape with formation, described floor frame element is suitable for admitting described floor when being built into floor frame, and described a plurality of handrail element is suitable for being installed to described floor frame element around the periphery of described floor frame.
7. modular construction external member according to claim 6, wherein each floor frame element is such beam, the length of this beam be described floor side length n doubly, n is the integer more than or equal to 1.
8. according to claim 6 or 7 described modular construction external members, wherein said a plurality of floor frame element comprises first group of beam, described first group of beam comprises the beam of at least ten two equal in length, comprises the hexagon floor frame of six side girders and six radial girders with structure.
9. modular construction external member according to claim 8, wherein said a plurality of floor frame element also comprises second group of beam, described second group of beam comprises the beam of six roots of sensation equal in length at least, the length that is shorter in length than described first group of beam of described second group of beam is to make up the hexagonal rings that cross coupling forms in described hexagon floor frame.
10. modular construction external member according to claim 9, the amount that wherein said second group of beam is shorter than described first group of beam equals the length of the side on described floor.
11. according to claim 9 or 10 described modular construction external members, wherein said a plurality of floor frame element also comprises the 3rd group of beam, described the 3rd group of beam comprises the beam of six roots of sensation equal in length at least, the length that is shorter in length than described second group of beam of described the 3rd group of beam is to make up the hexagonal rings that cross coupling forms in described hexagon floor frame.
12. modular construction external member according to claim 11, the amount that wherein said the 3rd group of beam is shorter than described second group of beam equals the length of the side on described equilateral triangle floor.
13. according to each the described modular construction external member in the claim 6 to 12, wherein each described floor frame element is such beam, this beam comprises the outstanding ridge that extends along the center of its upper side, to admit and the described equilateral triangle floor of aliging.
14. according to each the described modular construction external member in the claim 6 to 13, wherein each described floor frame element is the beam that comprises a plurality of holes of therefrom passing.
15. according to each the described modular construction external member in the claim 6 to 14, wherein each floor frame element is the beam with I shape cross section.
16. according to each the described modular construction external member in the claim 6 to 15, wherein said a plurality of floor frame elements comprise a plurality of elongated beams.
17. according to each the described modular construction external member in the claim 6 to 16, this modular construction external member also comprises and is used to connect described a plurality of floor frame element to form the connector of described floor frame, described connector comprises the part of two complementations, that is: first, this first comprises such plate, this plate have the projection of extending from its side and be arranged on this projection the top and with the isolated hole of this projection; Second portion, this second portion comprises such plate, this plate have be used for the hook of the complementation of the described protrusion engagement of described first and be arranged on described hook the top and with the isolated hole of this hook, thereby when described hook and described protrusion engagement, form rotatable STATEMENT OF FEDERALLY SPONSORED, this STATEMENT OF FEDERALLY SPONSORED is rotatable so that the described hole alignment in described first and the described second portion, thereby a pin can pass described first and described second portion inserts, so that described first and described second portion are combined in fixing orientation.
18. modular construction external member according to claim 17, the described first of wherein said connector or described second portion comprise six blocks of plates that extend radially outwardly with 60 ° of angles from the coupling part, center.
19. modular construction external member according to claim 18, the described first of wherein said connector or described second portion comprise the backboard that forms the T-connecting piece part.
20. according to each the described modular construction external member in the claim 1 to 5, wherein said floor is suitable for mutually combining, and with the flooring structure of formation self-supporting, thereby does not need extra support floor frame construction.
21. modular construction external member according to claim 20, wherein said floor are suitable for utilizing nuts and bolt, snap fit formula to connect or complementary lenticular connection mutually combines.
22. according to the described modular construction of aforementioned each claim external member, wherein said supporting leg is long at least 7,8 or 9 feet (2.134,2.438 or 2.743 meters).
23. according to the described modular construction of aforementioned each claim external member, it is long that wherein said supporting leg may extend at least 6,7,8 or 9 feet (1.829,2.134,2.438 or 2.743 meters).
24. according to the described modular construction of aforementioned each claim external member, at least some members in the wherein said modular construction external member are made by compound, described compound comprises the mixture that carbon and glass fiber form.
25. a use makes up the independent application of grandstand temporarily according to the described modular construction of aforementioned each claim external member, the interim grandstand of described independence comprises hexagon grandstand, the linear grandstand of elongated straight or its combination.
26. the interim grandstand of independence that utilization makes up according to each the described modular construction external member in the claim 1 to 24, the interim grandstand of described independence comprises hexagon grandstand, the linear grandstand of elongated straight or its combination.
27. the interim grandstand of independence according to claim 26, spaced apart at least 6 feet of wherein said supporting leg.
Applications Claiming Priority (5)
| Application Number | Priority Date | Filing Date | Title |
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| GB0810416.8 | 2008-06-06 | ||
| GBGB0810416.8A GB0810416D0 (en) | 2008-06-06 | 2008-06-06 | Temporary viewing platforms |
| GB0822097.2 | 2008-12-03 | ||
| GB0822097A GB2461585B (en) | 2008-06-06 | 2008-12-03 | Temporary viewing platforms |
| PCT/EP2009/055774 WO2009147004A1 (en) | 2008-06-06 | 2009-05-13 | Temporary viewing platforms |
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| CN102057117A true CN102057117A (en) | 2011-05-11 |
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| CN2009801211079A Pending CN102057117A (en) | 2008-06-06 | 2009-05-13 | Temporary viewing platforms |
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| US (1) | US20110290588A1 (en) |
| EP (1) | EP2304133A1 (en) |
| JP (1) | JP2011522142A (en) |
| CN (1) | CN102057117A (en) |
| AU (1) | AU2009254084A1 (en) |
| CA (1) | CA2726609A1 (en) |
| GB (2) | GB0810416D0 (en) |
| WO (1) | WO2009147004A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213725A (en) * | 2013-05-31 | 2014-12-17 | 广东新会中集特种运输设备有限公司 | Retractable container modularization stand |
| CN111989445A (en) * | 2018-04-17 | 2020-11-24 | Uhcs资产公司 | Building system for modules of a building |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB201103910D0 (en) | 2011-03-08 | 2011-04-20 | Hexago Deck Ltd | Temporary platform |
| US20130015016A1 (en) * | 2011-07-16 | 2013-01-17 | Safe Rack Llc | Platform system |
| GB2495144B (en) * | 2011-09-30 | 2014-04-23 | Llecsys Ltd | Platform assembly |
| CN102359289B (en) * | 2011-10-10 | 2013-08-21 | 杭州佳合舞台设备有限公司 | Butterfly-shaped stage surface |
| ITRA20130013A1 (en) * | 2013-05-31 | 2014-12-01 | A N M S R L | ELEMENTS FOR WOODEN CLADDINGS AND ITS PRODUCTION METHOD. |
| ITUB20150254A1 (en) * | 2015-03-10 | 2016-09-10 | Valerio Maria Ferrari | THEATER ROOM |
| CA3012436C (en) * | 2015-08-19 | 2022-06-21 | Bil-Jax, Inc. | Engineered floor and scaffold system |
| US10640983B2 (en) | 2016-03-23 | 2020-05-05 | Safe Rack Llc | Platform system |
| CN106337575A (en) * | 2016-08-29 | 2017-01-18 | 安徽饰界广告有限公司 | Truss type load distribution structure with horizontal worktable |
| IT201700010880A1 (en) * | 2017-02-01 | 2018-08-01 | Carlo Casella | RECREATIONAL USE PLATFORM INSTALLED AS A USUFUL ELEMENT IN BATHTUBS OR IN WATER BASINS FOR EXAMPLE SWIMMING POOLS, LAKES AND RIVERS. |
| JP7120705B2 (en) * | 2018-11-22 | 2022-08-17 | 株式会社竹中工務店 | building |
| GB201905016D0 (en) * | 2019-04-09 | 2019-05-22 | Nononsense Group Ltd | A connector for a modular decking system and a modular decking system comprising the same |
| CN110005180A (en) * | 2019-05-08 | 2019-07-12 | 五冶集团上海有限公司 | A kind of mobile height-adjustable construction ladder |
| US11591802B1 (en) | 2020-02-28 | 2023-02-28 | Material Control, Inc. | Modular access system |
| US11959300B2 (en) | 2020-09-02 | 2024-04-16 | Bil-Jax, Inc. | Floor structure system and method of use |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3318057A (en) * | 1964-03-24 | 1967-05-09 | Robertson Co H H | Pedestal floor construction |
| US4173855A (en) * | 1977-06-16 | 1979-11-13 | Obezag Design And Development Corporation | Prefabricated building frame structure |
| FR2546216B1 (en) * | 1983-05-17 | 1985-12-20 | Chenel Guy | DEMOUNTABLE KIOSK TYPE CONSTRUCTION, ESPECIALLY FOR TEMPORARY EXPOSURE |
| GB2182689A (en) * | 1985-07-23 | 1987-05-20 | Al Reedy Al Sayed Sami Mohamma | Modular construction system for pre-fabricated houses |
| DE3537306A1 (en) * | 1985-10-19 | 1987-04-23 | Thomas Dipl Ing Sewing | Mobile structure in the form of a house |
| DE3919140A1 (en) * | 1989-06-12 | 1990-12-20 | Langer Ruth Geb Layher | SUPPORT FOR TRIBUEN OR SCAFFOLDING PARTS |
| JP2739190B2 (en) * | 1991-12-27 | 1998-04-08 | 伊藤忠商事株式会社 | Floor structure |
| GB9309004D0 (en) * | 1993-04-30 | 1993-06-16 | Tempest Limited H | Staging |
| NO319797B1 (en) * | 2002-04-25 | 2005-09-19 | Stein Hofstad | Module-based building system |
-
2008
- 2008-06-06 GB GBGB0810416.8A patent/GB0810416D0/en not_active Ceased
- 2008-12-03 GB GB0822097A patent/GB2461585B/en not_active Expired - Fee Related
-
2009
- 2009-05-13 US US12/996,621 patent/US20110290588A1/en not_active Abandoned
- 2009-05-13 CN CN2009801211079A patent/CN102057117A/en active Pending
- 2009-05-13 EP EP09757387A patent/EP2304133A1/en not_active Withdrawn
- 2009-05-13 CA CA2726609A patent/CA2726609A1/en not_active Abandoned
- 2009-05-13 JP JP2011512059A patent/JP2011522142A/en active Pending
- 2009-05-13 WO PCT/EP2009/055774 patent/WO2009147004A1/en active Application Filing
- 2009-05-13 AU AU2009254084A patent/AU2009254084A1/en not_active Abandoned
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104213725A (en) * | 2013-05-31 | 2014-12-17 | 广东新会中集特种运输设备有限公司 | Retractable container modularization stand |
| CN104213725B (en) * | 2013-05-31 | 2017-08-11 | 广东新会中集特种运输设备有限公司 | Collapsible container modularization grandstand |
| CN111989445A (en) * | 2018-04-17 | 2020-11-24 | Uhcs资产公司 | Building system for modules of a building |
| CN111989445B (en) * | 2018-04-17 | 2023-02-03 | Uhcs资产公司 | Building system for modules of a building |
Also Published As
| Publication number | Publication date |
|---|---|
| GB2461585A (en) | 2010-01-06 |
| GB2461585B (en) | 2010-11-10 |
| AU2009254084A1 (en) | 2009-12-10 |
| US20110290588A1 (en) | 2011-12-01 |
| GB0822097D0 (en) | 2009-01-07 |
| EP2304133A1 (en) | 2011-04-06 |
| CA2726609A1 (en) | 2009-12-10 |
| GB0810416D0 (en) | 2008-07-09 |
| WO2009147004A1 (en) | 2009-12-10 |
| JP2011522142A (en) | 2011-07-28 |
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Application publication date: 20110511 |