CN1276035A - Kit for building self-supporting false roof of sloping roof - Google Patents
Kit for building self-supporting false roof of sloping roof Download PDFInfo
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- CN1276035A CN1276035A CN97182447A CN97182447A CN1276035A CN 1276035 A CN1276035 A CN 1276035A CN 97182447 A CN97182447 A CN 97182447A CN 97182447 A CN97182447 A CN 97182447A CN 1276035 A CN1276035 A CN 1276035A
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- composite member
- ridge
- roof
- cover piece
- gable
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/026—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of prefabricated modules, e.g. box-like or cell-like units
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/06—Constructions of roof intersections or hipped ends
- E04B7/063—Hipped ends
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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
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
- Building Awnings And Sunshades (AREA)
- Tents Or Canopies (AREA)
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Abstract
一种用于斜屋顶底部结构(12)包括平板构件的组合件(10)。为了便于采用基本上为标准尺寸的预制件,以及只需要少许构件就能装配到屋顶实际宽度上,建议:作为平板构件的组合件(10)在沿屋脊一屋檐方向至少要安装两个框架(24,26)。位于框架(24、26)之间至少有一个平行于屋檐和屋脊敷设的檐口盖件(30)、屋脊盖件(32)以及至少一个标准盖件(34)。盖件(30,32,34)具有标准宽度,而横向支承件(20,26)的尺寸宽度应这样确定:它类似于一个厚纸板照相框,其两个侧框构成一个孔口,该孔口可以装入盖件(30,32,34)。此外,组合件还包括具有标准化宽度的标准支承件(28)和具有相应长度的调整盖件(31)。
A substructure (12) for a pitched roof includes an assembly (10) of flat plate members. In order to facilitate the use of prefabricated parts that are basically standard sizes, and only need a small number of components to be assembled to the actual width of the roof, it is suggested that at least two frames ( 24,26). Located between the frames (24, 26) are at least one cornice cover (30), ridge cover (32) and at least one standard cover (34) laid parallel to the eaves and ridge. The cover members (30,32,34) are of standard width, while the transverse support members (20,26) are sized to be of such a width that it resembles a cardboard photo frame with its two side frames forming an opening through which the The mouth can fit into the cover (30,32,34). In addition, the assembly also includes a standard support piece (28) with a standardized width and an adjustment cover piece (31) with a corresponding length.
Description
The present invention relates to a kind of composite member that is used for the planar plate members of pitched roof polycrystalline substance.
By a kind of gable roof that is made of modular unit is arranged in the DE3421107A1 patent as can be known.Planar plate members can be arranged in the ridge both sides on this kind roof, and this planar plate members has been formed roof plan.A member need have a cover plate at least, is arranging rafter wood along ridge-eaves direction in its lower section.The rafter of the member of two layouts that face each other connects with movable joint each other in their ridge side end zone, so just produces a structure that can cover the roof jointly.
This structure of knowing, its shortcoming are that the length of whole member and width must be pressed specific roof manufacturing, and this kind structure can only be applicable to enclosed roof.
Task of the present invention is, designs the composite member that a kind of pitched roof polycrystalline substance is used.When using this composite member, the roof polycrystalline substance that manufactures both had been applicable to new building, also was suitable for the reparation of outdated building.Can adopt the prefabricated component that is essentially modular size at this, and only need a small amount of member that the length and the width of the reality on roof are carried out necessary adjustment.A so-called roof or a member " length " be meant along ridge-eaves parallax direction elongation, its " width " be meant with eaves or with the elongation of ridge parallel direction.
The present invention is this task that realizes like this: the composite member as planar plate members will have two frameworks of installing at least on ridge-eaves direction, and eaves flap spare, a ridge cover piece and at least one a standard cover piece that is parallel to eaves and ridge installation is at least respectively arranged between framework.Cover piece has normal width, and the dimension width of framework should be able to make it be similar to a millboard photograph frame, and two side frame constitutes an aperture, and cornice cover piece, ridge cover piece and one or more standard cover plate can be installed in this aperture.
When supporting member length, when the length of the length of cornice cover piece or ridge cover plate and roof length need be adjusted, then only must handle, when making it be installed on the roof one width in two frameworks, one spacing is arranged each other, and this distance adapts with size of mesh opening.Best two frameworks are processed into same widths.Because all in accordance with regulations the production technology manufacturings of a lot of houses today, its building size all is unified.Because this situation, its roof length, supporting member length and cover piece length are relatively also just consistent.And, also can compensate the not too serious scale error that causes owing to different roofs projection.
For wide roof, be reduced to the normal width (preferably 3.60m) of cover piece in order to make its aperture width, then can predesignate an additional standard supporting member with a normal width.The wide whole mark that preferably equals a standard cover piece width of standard supporting member.The preferably long 6m of standard supporting member, wide 1.0m.Just on the plane width between the standard supporting member of 1.20m, constitute the size of a grid thus.Can also reach compact 30cm size of mesh opening by additional standard supporting member (for example 90cm and 60cm width) this moment.Obviously, when adjusting the width on roof, also can put into a standard supporting member as framework.
Free plane length between the supporting member can be determined by the difference between the total length of supporting member length and cornice cover piece, ridge cover piece and standard cover piece (i.e. all standard cover pieces).In order to seal the slit of existence, can adopt to have standardized width and special length-adjustable adjustment cover piece in case of necessity.
Because adopt unified size can produce a fairly large number of all the other members, only need just can determine framework and determine the adjustment cover plate by its length according to width according to the special size on roof this moment.Obviously, the normal width of cornice cover piece, ridge cover piece, adjustment cover piece and standard cover piece always equates.A good standard cover plate length is 1.20m, and width is 3.60m.Therefore, can link together each other, and a standard cover piece also can be used as cornice cover piece or the use of ridge cover piece along a plurality of standard cover plates of ridge-eaves direction.
This just provides the advantage of making: standard supporting member, ridge cover piece, cornice cover piece and standard cover piece can create by producing in batches in a large number according to modular size.Cover plate and supporting member can couple together by bolt each other.
A supporting member will have a carriage along ridge-eaves direction trend at least, and this carriage can make the bending stiffness that improves supporting member.This carriage can be made of a steel, and can be truss-like, perhaps makes " worker " type cross section, to alleviate the weight on the web.In order not hinder the attractive in appearance of supporting member, carriage can be made cavity type.
Cover plate is made from a formula, and by supporting members supports.Cover plate can have the carriage that is similar to supporting member, and in this case, this carriage is to be parallel to eaves or ridge, and can constitute very wide from the supporting type covering plate structure.
Carriage is Extension support member and cover plate not, and the roof inner room towards polycrystalline substance plane, roof can become a smooth structure face like this.Obtain the member and the additional volume of a lower height thus.
Principle of the present invention is that combined member is being equipped with supporting member along ridge-eaves direction, and these supporting members are that an end is fixed, and the weight on roof is sent on the stringer, has fixing from the supporting type cover plate on supporting member.Obviously, one very wide, have on the roof of an above standard cover piece, must be provided with a standard supporting member respectively at least.
The jointing edge of member will be designed to have a step interface with front/rear projection, or is designed to the tongue and groove connected mode, and they can be docked each other.Between member, should note sealing, particularly weather-proof sealing will be arranged in the member upper zone.Sealing can be adopted as the plasticity weather strip that separates, and is preferably made by neoprene or similar material, perhaps the coating by durable plastic material is coated on the mating face of member.
In order to satisfy house-owner, can consider for example to have roof dormer window, skylight, chimney, ventilation installation, solar energy module or similar device with the standard cover piece that has the roof system member in the individual demand of removing overhead.Owing to be standardized all, the standard cover piece of installing before also just can making is changed other standard cover piece by special roof system member afterwards.For example, when later dismounting roof, can change the standard cover piece of a sealing into a standard cover piece that has skylight or dormer window.
Adopt two compensation cover piece its advantages to be, can change the position of the standard cover piece between eaves and the ridge, for example, oldly consider window and can be installed in the breastwork height of regulation according to roof gradient and installation specification in order to make one by this cover piece.A cover piece that has skylight, chimney or ventilation installation of manufacturing may be narrower than a standard cover piece, for example narrow half normal width, but,, accurately cooperate thereby the chimney position is obtained very with the chimney position in the building by being provided with the cover piece of special cooperation in its side.
The member of composite member can be formed by pourable material such as whole manufacturing of concrete.If member is to be formed by natural polymerization material, light weight concrete construction or the manufacturing of scum silica frost concrete, then can make element structure very light.
In order to reach very good sound insulation, effect of heat insulation, the flat part of composite member can be made the multilayer shape, covering layer is arranged and place therebetween sound insulation and/or isolation layer.Covering layer can adopt such as sawdust board or lightweight concrete slab.For sound insulation will be adopted such as mineral fibers, and also to use mineral fibers and/or polyurethane foam for heat insulation.In order to enlarge the roof inner room simply, can be to modifying through the work plane of processing already towards the covering layer of roof inner room, for example with paintedly whitewash, methods such as coating or decoration surface.
According to the shape structure that further changes of the present invention, composite member also will have a cornice stringer member that can be installed in the eaves district at least, and the eaves side of supporting member just can be supported on this cornice stringer member, so just can make composite member reach accurate installation.
Supporting member is positioned at the end of ridge side, connects in the folding mode each other, and therefore, for a saddle type roof that two cornice members are installed, this syndeton has been enough.
If composite member is additional to have at least one and be positioned at the ridge district and be parallel to the ridge stringer member that ridge is installed, (the ridge side at this member upper plate shape supporting member can be fixed on the stringer member) then is of great benefit to for disconnected supporting member.This situation of in the end mentioning, supporting member is positioned at the ridge side end can cut into the oblique angle, like this, just can dock each other in they of ridge district.Another kind of situation is, is positioned at the ridge district ridge member that a cross section can be installed is wedge shape, the interconnective slit therebetween of sealing simultaneously of this member and supporting member.The ridge member also can constitute the supporter of the ridge pantile that need lay simultaneously.The stringer number of packages order of composite member and layout are generally unrestricted, depend on roof shape, and for example, for the pentroof of an assembling, composite member may need four or more some more stringer member.
The stringer member of composite member is solid, is for example formed by steel, concrete, timber or composite material manufacturing.If the stringer member is made by hollow profile, then its structure is very light and very stable again.This structure also has attendant advantages: the pipeline that can lay electric, coal gas, water, exhaust or similar object in the stringer member.
Stringer member cross section can be not quite similar, and so just can make the ridge stringer member of installing in the ridge district make a cross section of fitting mutually with it according to the roof gradient, as triangle.
But, when the cross section of purlin part then is of great benefit to when circular: all supporting members of installing along ridge-eaves direction all the time can be tangent with the stringer member under different roof gradients.A kind of like this stringer member just can be made tubulose, and has the hole row of the slot that tangentially distributes.A supporting member meets at right angles with the Connection Element (for example bolt) that comes out from its inner surface, and these connectors can be encased within the slotted hole of stringer member, supporting member is adopted with the stringer member be threaded.
Support on the stringer member preferably places position between the supporting member, and ridge cover piece and eaves cover piece can not be on the stringer member like this, but can only be bearing on the supporting member.Support member has a smooth upper surface that can lean against on the planar plate members, and a concave bottom surfaces that adapts with the bending of stringer member is arranged.
If when having the gable member (this gable member shape is equivalent to the cross sectional form on the roof of manufacturing), then can begin to carry out the installation of whole under-roof structure from the top edge of the superiors according to another kind of structural group component of the present invention.For simple saddle type roof, the gable member can be made (for example) and see the leg-of-mutton finished product member gable of composition from the front.In order to slow down the transportation problem of heaviness and very big gable member, gable spare can be assembled by dividing member.The gable member also may have window, for example has a very large-area triangle gable window.According to the layout and the number of window, can produce the gable member in professional mode.The gable member also can be made moulding like this, for example, and for the combined type pentroof or roll over the roof again, the section configuration of gable member then given in advance.
For simple pitched roof, composite member has one and is positioned at positive triangular ramp gable member, and it correspondingly leans on the base on inclined-plane, so flat bed board just can lay to coverage rate, promptly on the gable sidewall of building.See between from the top view direction by ridge end lead-out wire, eaves and ansa, pitched roof has a leg-of-mutton side, its benefit is, when leg-of-mutton initial mating cover piece was arranged in the composite member, then these cooperated cover pieces can completely cover surface between framework and the oblique gable respectively.In this case, be to descend suddenly by the roof to lighting the framework that rectangle is installed.
For rugged shape pitched roof, composite member can have its front be about leg-of-mutton, tiltedly gable spare and trapezoidal second adjust cover piece by the pinnacle constituted a deformity that is the angle of inclination towards ridge, these are adjusted cover pieces and fill up plane between framework and the oblique gable member of deformity respectively, still will install rectangular frame being positioned at the unexpected drop point in roof in this case.
When installing, for example when having ranks transverse to the partition wall ridge and be installed on the skeleton, gable spare can be installed on the partition wall in each ranks house, can save the stone-laying of gable thus.Also of this sort when repairing the outdated building thing, mostly be the fire prevention wall because be positioned at the partition wall of adjoining building, the wall intensity than tail eaves side on its structure is big.Gable spare can be fixed with crab-bolt or angle steel respectively, thereafter again by the stringer strengthening member.
A such structure cornice stringer member in this case: it want to bear the self-supporting supporting member cause, along the component of the lateral force of tail eaves directive effect.These power are sent on the relevant gable spare with the connection of gable spare through cornice stringer member.At this moment, the vertical stress component with respect to roof gravity is to be incorporated in the gable wall by gable spare.Like this, the eaves abutment wall wall of building just has not been subjected to the load that applied by the roof.Therefore the eaves side does not just need the load bearing wall of building yet, for example this moment a glass metope can be installed.Same horizontal component is also born by gable spare, does not therefore also just need stay column.
For the secured stringers member, the edge of gable member has the end that the supporting of certain intervals is used for placing the stringer member.This linkage is considered the advantage of two aspects: the first, can bear around the moment of torsion of purlin part longitudinal axis, and this moment of torsion is not produce owing to lateral force in the stringer member and component center along the eaves directive effect do not overlap.Second aspect is, can make being connected between gable spare and the stringer member reach accurate cooperation all the time by supporting.Because the geometry of linkage is tightly to cooperate with the stringer element cross-section, therefore transmission that for example combination by shape just can realizable force.Linkage can guarantee can make these stringer members not transmit power simultaneously above the unsettled cross-ties cover plate at building all the time at the cornice stringer member that install in the cornice zone to the spacing between the edge of gable spare.As long as when the roof is very wide, just need additional support about purlin row member middle part greatly.When the roof is narrower, can not need cornice stringer member in cornice cover piece district, such gable member only just has one section cornice stringer member in the supporting member district.In this case, a cornice stringer member part is preferably made the short fixed cantilever of an end, and it can connect with gable spare agley.
Linkage can be made such as groove, groove or can be placed to the structure of the fastener formula that gable spare inner surface gets on.Fastener can be with a flange that can be installed to gable spare, and half housing of vertically arranging with flange or gable is arranged, as the linkage of stringer member.Half housing and stringer member can interconnect by pin.Like this, when making the roof polycrystalline substance, can fix as soon as possible.Obviously, a ledge that exposes from its inner surface also should be arranged as linkage on gable spare.The upper side of composite member planar plate members is equipped with the roof lath through processing, like this, can be after installing, at once just can waveform push up watt cover it above.
If the upper side of planar plate members has the projection with the ridge runs parallel, and these projections are to arrange with the spacing of roof lath each other usually, then can directly cover planar plate members without roof lath.
If the upper side of plate type member has and the corresponding moulding of the shape of roof pantile, then can saving take the more work that covers with pantile, and be unlikely to lose and cover the interested image appearance of this people of making of pantile.
The upper side of planar plate members also can be provided with path, roof material, and its covering layer can be made in advance.Preferably consider to adopt the goods that to guarantee to seal up flat roof as path, roof material.
Be furnished with a roof groove if supporting member and cornice cover piece are positioned at its cornice side area, bottom, roof rain-proof structure then can promptly be installed.When assembling, as long as roof groove various piece has been coupled together each other hermetically.If the cornice side of supporting member and cornice cover piece has an angle up, then can produce an especially simply structure, after installing, only need surpass the band whole width of eaves, that make by path, roof material to one and be routed in the groove that constitutes therefrom just.
Accompanying drawing is represented the topology example of a kind of the best of the present invention, below this is shown that array structure is elaborated.These accompanying drawings are:
Fig. 1 is with complete roof polycrystalline substance perspective representation, that be used for double pitch roof, that produce according to composite member of the present invention;
Fig. 2 is half roof, front of Fig. 1 vertical view;
Fig. 3 is very wide half roof (vertical view);
Fig. 4 is the roof polycrystalline substance (phantom drawing) that is used for pitched roof according to composite member manufacturing of the present invention;
Fig. 5 is the roof polycrystalline substance (phantom drawing) that is used for lopsided pitched roof according to composite member manufacturing of the present invention;
Fig. 6 is the standard supporting member of part section perspective representation and the junction between the cornice cover piece;
Fig. 7 is the ridge district of being amplified by Fig. 5 cross section; And
Gable spare and ridge stringer member that Fig. 8 is represented by Fig. 5 magnification fluoroscopy.
Fig. 1 is a complete roof polycrystalline substance 12 that is used for double pitch roof composite member constructed in accordance 10 of size perspective representation not in scale.This roof polycrystalline substance 12 is mounted on the diagram building 14, this building is only expressed the wall 16,18 of two gable sides in the drawings, roof polycrystalline substance 12 has two triangle gable spares 20,22 that are seen as sealing from the front, and this gable spare all is a finished parts.
Adjoin with gable spare 20,22, the planar plate members that constitutes the composite member 10 of deck is equipped with two rectangular frames of installing along ridge- eaves direction 24 and 26, and its length and width are respectively 6m and 70cm.What adjoin with framework 24 is a broad rectangle standard supporting member 28, its long 6m, wide 1.20m.Between standard component 28 and framework 26, from eaves a wide rectangle cornice cover piece 30 is housed, it is long to be 1.50m, wide is 3.60m, and be equipped with one long for 60cm, wide is that the rectangle of 3.60m is adjusted cover piece 31, and is worked by ridge that a length is housed is 1.5m, and wide is the wide rectangle ridge cover piece 32 of 3.6m.Standard supporting member 28, framework 24, adjustment cover piece 31 and the ridge cover plate 32 common rectangle frames that shine the rubber frame as millboard of forming, round the standard cap plate 34 of two plate shaped sealings, its length is 1.20m, wide is 3.60m.The width of framework 24,26 matches with the roof width, and like this, they are jointly by standard supporting member 28, seal from the side one with covering 30,31,32 and the suitable plane of 34 width.The length of eaves cover piece 30 and ridge cover piece 32 respectively is 1.50m.Two standard cover pieces 34 are respectively long for 1.20m.Adjust the length that is equivalent to the long supporting member 24,26,28 of 6m by the long adjustment cover piece 31 of 60cm.
Building 14 side Lower Halves are not second of size Expressing standard cover pieces 134 proportionally.This standard cover piece has a dormer window 36.This second standard cover piece 134 can replace an enclosed standard cover piece 34.
Fig. 2 is the one side of something on the roof, front represented by Fig. 1 vertical view, and essential characteristic is equivalent to that Fig. 1 set forth.
Fig. 3 is the one side of something on a kind of very wide roof of representing according to vertical view.In this example, its left side is to be connected on the ansa of pitched roof, leg-of-mutton first is housed cooperates cover piece 38; Its right side is to be connected on the ansa and gable eaves (Ortgang) of a lopsided pitched roof.The deformity pitched roof has second trapezoidal cooperation cover piece 40.These will be illustrated among Fig. 4 to Fig. 5 below.With framework 24,26 adjacents, a standard supporting member 28 is respectively arranged, and greatly another standard supporting member 28 is arranged in the middle of the roof.Be two sections that each 3.60m is wide between three standard supporting members 28, in this section (as shown in Figure 2) by eaves to the order of ridge be respectively charged into an eaves cover piece 30, adjust cover piece 31, standard cover piece 34 and a ridge cover piece 32 of two sealings.
Fig. 4 with perspective representation, be used for roof polycrystalline substance 412 pitched roof, that composite member 410 according to the present invention manufactures.This composite member 410 comprises an oblique gable spare 420, and this gable spare is seen triangular in shape from the front, make the concrete precast element of truss-like, and it just can hold one and be about gable window trapezoidal, that area is big like this.Be installed in the base of the oblique gable spare 420 on the front gable sidewall 16 of building 14, a slope that is equivalent to gradient is arranged.For supporting supporting member and cover piece (this is clearly, therefore do not indicate), be provided with a front cornice stringer member 42 and back cornice stringer member 44 and one and be the ridge stringer member 46 of triangular cross section.Plane between the ridge end parallax 47 initial by drop point, ansa 48 and eaves 49 is one the leg-of-mutton first packaged cover piece 38 of joining of packing into, as covering.
Fig. 5 is a roof polycrystalline substance 512 that is applicable to the composite member 510 that lopsided pitched roof produces according to the present invention according to perspective representation.This roof polycrystalline substance 512 tiltedly is equivalent to the structure represented among Fig. 4 the gable spare 520 basically except that deformity.But its front cornice stringer member 542, back cornice stringer member 544 and ridge stringer member 546 have a garden shape cross section herein.Cornice stringer member 542,544 is not arranged on the building roof system spare, but its overhang bracket on gable spare 22,520.Be in the positive approximately oblique gable spare 520 of preceding facial deformity triangular in shape, be placed on the front gable sidewall 16 of building 14 by its base.At this moment, holding the lopsided tiltedly bottom zone of the gable spare 520 gable window, vertical is positioned on the plane of gable sidewall 16.The deformity tiltedly top of gable spare 520 constitutes the tip that the drift angle is arranged towards ridge.Be located in the plane between oblique line 47, ansa 548 gable eaves and the eaves 49 that the ridge end originates in the setting point, be equipped with one trapezoidal second and cooperate cover piece 40, with this as covering.Be appreciated that composite member 510 is similar to example shown in Figure 1, the standard cover piece that it comprises framework, ridge cover piece, eaves cover piece and is used to be assembled to the rectangular plane on roof.
Fig. 6 is according to represented standard supporting member 28 of broken section and the junction between the eaves cover piece 34.The structure of its standard supporting member 28 is combined by many levels as sandwich style, that is to say, goes up cap rock 52 and therebetween isolation layer 54 common combinations form by a bottom layer 50 in the face of inner room, one.Bottom layer 50 is connected by stay each other with last cap rock 52.In these stays, express the stay 56 that formation standard supporting member 28 vertically connects at this, because this stay structure is more special.Stay 56 is to be engaged by two parallel wooden rafters 58,60 to form, and these wooden rafters have notch and surround a girder steel 62 on their total mutually vertical limit.Girder steel 62 is made " worker " font, for the weight reduction steel beam web plate and hole, garden 64 is arranged.Towards the outer rafter wood 60 of eaves cover piece 34, there is a base to reach the vertical projection 66 in bottom of only about half of height from it always.Be positioned at the upper side of bottom projection 66, lay a weather strip 68 of making by neoprene.
Eaves cover piece 34 structures are as standard supporting member 28, and it has a bottom cover layer 150, a upper cover layer 152 and an isolation layer 154 in the middle of placing.Constitute the support member 70 of vertical connection of eaves cover piece 34, have a top to rise and reach top vertical protruding 72 on the vertical projection 66 in bottom only about half of height, that place supporting member 28 always by it.
The ridge district of the composite member of the roof polycrystalline substance that Fig. 7 is according to the present invention to be constituted, it is amplified by Fig. 5 cross section and obtains.Ridge purlin part 546 is made garden shape hollow shape, is applied to be standard supporting member 28 on the external surface of ridge both sides.Ridge purlin part 546 along the circumferential direction has two row slotted holes 74 and 76, misplaces 90 ° each other.Standard supporting member 28 is end the placing on the ridge purlin part 546 middle connection the by the spacer element 78 of bottom by its ridge side.Bolt 80 runs through standard component 28, distance piece 78 and elongated hole 74 and 76, and extend in the hollow profile of ridge purlin part 546.The free end of bolt 80 is tightened with nut 82, like this, just can make standard supporting member 28 reach fastening with ridge purlin part 546 and combine.In order to load onto and fastening nut 82, need offer hole, garden 84 and 86, they correspond respectively to elongated hole 74 and 76, and the diameter of circular hole should be able to make a box spanner insert into the inner.
Fig. 8 be among Fig. 5 gable spare 22 and towards the end of the ridge purlin part 546 of this part, they are perspective representations of Fig. 5, Fig. 7.On gable spare 22, be positioned at the pinnacle district of its ridge side, the supporting 88 that a distance is held on a vertical limit with it is housed.This supporting arrangement constitutes a fastener on gable spare 22 inner surfaces.This fastener is fixed on the gable spare 22 by a flange 90, and it has a garden shape half shell 92 to be capwise with gable spare, and ridge purlin part 546 can place within this half shell.In order to prevent rotation, cross section is for being provided with convex shoulder on the circular end of ridge purlin part 546 in putting into half shell 92, and this convex shoulder protrudes in half shell face, can be placed in the upper rim of half shell 92.In Fig. 8, can only see the convex shoulder that is in the front.Obviously, for cornice stringer member, also can preset such support engagement feature.
Claims (22)
1. the composite member (10) of the planar plate members of a roof polycrystalline substance (12) that is used for pitched roof, it is characterized in that, composite member (10) as planar plate members, have at least two can be along the framework (24 that ridge-the eaves direction is laid, 26), at least be positioned at framework (24, cornice cover piece (30) with eaves and ridge parallel lay-up is respectively arranged 26), a ridge cover piece (32) and a minimum standard cover piece (34), all cover pieces (30,32,34) has a normal width, and, the width of framework (24,26) is to determine like this: make the side frame of a fenestrated of its (it is such to be similar to a millboard photograph frame) formation, the cornice cover piece (30) of can packing in this aperture, ridge cover piece (32) and one or more standard cover piece (34).
2. according to the composite member of claim 1, it is characterized in that, it is attached to the standard supporting member (28) of a rare width criteriaization, for in wide rooftop applications, with the width in aperture between framework (24) on the normal width that reduces to be positioned at cornice cover piece (30), ridge cover piece (32) and the standard cover piece (34).
3. according to the composite member of claim 1 or 2, it is characterized in that, composite member will have one to adjust cover piece (31) at least, its length should be definite like this: eaves flap spare (30), ridge cover piece (32) and standard cover piece (34), promptly the total length of all standard cover pieces (34) equals supporting member (24,26,28) length.
4. according to each composite member among the claim 1-3, it is characterized in that a supporting member (24,26,28) has a carriage (62) of arranging along ridge-eaves direction at least.
5. according to each composite member among the claim 1-4, it is characterized in that cover piece (30,32,38,40) constitutes from a formula structure.
6. according to each composite member among the claim 1-5, it is characterized in that, standard cover piece (134) will be provided with roof system stream member, such as, a roof dormer window (36), skylight, chimney, logical part of wind, solar energy module or similar device.
7. according to each composite member among the claim 1-6, it is characterized in that all plate pack components (24,26,28,30,32,38,40) covering layer (50 is all arranged, 52 and 150,152), and a sound insulation and/or an isolation layer (54,154) that places between the covering layer.
8. according to each composite member among the claim 1-7, it is characterized in that in addition, composite member also will have a cornice stringer member (42,44 that can be laid in the eaves district at least; 542,544), they are bearing on the supporting member (24,26,28) of eaves side.
9. according to the composite member of claim 8, it is characterized in that only one section cornice stringer member (42,44 being arranged in supporting member (24,26) district; 542,544).
10. according to each composite member among the claim 1-9, it is characterized in that composite member is parallel to ridge and is laid with a ridge stringer member (46,546) being positioned at the ridge district, being positioned at the ridge side can be fixed in ridge purlin part on the supporting member (24,26,28).
11., it is characterized in that purlin part (40,44,46 according to each composite member among the claim 8-10; 540,544,546) make hollow shape.
12. according to each composite member among the claim 1-11, it is characterized in that composite member has gable spare (20,22,420,520), these gable spares adapt with the transverse shape that the roof constituted that is produced by composite member.
13. composite member according to claim 12, it is characterized in that, it is leg-of-mutton oblique ridge gable (520) that the composite member that is used for one four sloping pitched roof has a front, its gable is correspondingly to lean on the base that ridge tilts, like this, just can entirely cover on the roof of building (14), be on the wall (16) of gable side of building, composite member also is provided with leg-of-mutton first assembling cover piece (38), and this cover piece is used for covering the plane between framework and the oblique ridge gable (220) respectively.
14. composite member according to claim 12, it is characterized in that, for lopsided pitched roof, its composite member has one and looks from the front and to be approximately leg-of-mutton and to be the lopsided oblique top gable (620) on the pinnacle at angle of inclination with ridge, with second trapezoidal assembling cover piece (40), they are used for covering the plane that is positioned between framework (20,26) and the lopsided oblique top gable (620) respectively.
15., it is characterized in that purlin part (40,44,46 according to each composite member among the claim 9-14; 540,544,546) end is fixed, and their end and gable spare (20,22; 520,620) couple together, the whole load on roof is delivered on the building (14) by gable.
16. the composite member according to claim 15 is characterized in that, the gable spare (20,22,520,620) of holding certain distance with rim is used for fixing purlin part (40,44,46; 540,544,546) linkage of end (88).
17. the composite member according to claim 16 is characterized in that, at the linkage (88) and the purlin part (40,44,46 of gable spare (20,22,520,620); 540,544,546) can make (formschlussige Verbindung) mode of connection that is shaped.
18., it is characterized in that can having the projection that is parallel to ridge at the upper side of plate pack component (24,26,28,30,32,38,40) according to each composite member among the claim 1-17, this projection is with common roof lath gap arrangement.
19., it is characterized in that to have the shape of roof tile in plate shaped composite member (24,26,28,30,32,38, the 40) shape of upper side according to each composite member among the claim 1-17.
20. according to each composite member among the claim 1-17, it is characterized in that, on plate pack component (24,26,28,30,32,38,40), can be provided with path, roof material.
21., it is characterized in that supporting member (24,26,28) and the cornice cover piece (30) that is positioned at the eaves side ranges can be provided with eaves gutter according to each composite member among the claim 1-20.
22. the composite member according to claim 21 is characterized in that, the eaves edge of supporting member (24,26,28) and cornice cover piece (30) has an angle up.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19743685A DE19743685C1 (en) | 1997-10-02 | 1997-10-02 | Self supporting roof frame for building |
| DE19743685.4 | 1997-10-02 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1276035A true CN1276035A (en) | 2000-12-06 |
| CN1099512C CN1099512C (en) | 2003-01-22 |
Family
ID=7844469
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN97182447A Expired - Fee Related CN1099512C (en) | 1997-10-02 | 1997-11-24 | Assemblies for pitched roof substructures |
| CN97182446A Expired - Fee Related CN1099511C (en) | 1997-10-02 | 1997-11-24 | Kit for building self-supporting false roof of sloping roof |
Family Applications After (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN97182446A Expired - Fee Related CN1099511C (en) | 1997-10-02 | 1997-11-24 | Kit for building self-supporting false roof of sloping roof |
Country Status (8)
| Country | Link |
|---|---|
| EP (2) | EP1019593B1 (en) |
| CN (2) | CN1099512C (en) |
| AU (2) | AU5547998A (en) |
| BR (2) | BR9715025A (en) |
| DE (3) | DE19743685C1 (en) |
| DK (2) | DK1019593T3 (en) |
| NO (2) | NO20001713L (en) |
| WO (2) | WO1999018299A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147585A (en) * | 2013-03-12 | 2013-06-12 | 福州大学 | All-weather GIS mounting shed |
| CN103154398A (en) * | 2010-06-25 | 2013-06-12 | 弗缪勒塑料公司 | Roof panel spacer |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19933523C1 (en) * | 1999-07-16 | 2001-02-15 | Roeckelein Kg Kaspar | Ridge truss for pitched roof with self-supporting roof elements has concrete profile carrier with integral pin projections providing stepped edge cooperating with corresponding edge of roof panels |
| CN1626748B (en) * | 2003-12-11 | 2012-07-18 | 三泽住宅株式会社 | Construction method of house skeleton and structure thereof |
| US8574358B2 (en) | 2005-12-06 | 2013-11-05 | James Hardie Technology Limited | Geopolymeric particles, fibers, shaped articles and methods of manufacture |
| ITTN20090008A1 (en) * | 2009-08-27 | 2011-02-28 | Bertagnolli Afg Di Giorgio Bertagno Lli & C S A S | PROCEDURE FOR THE CONSTRUCTION OF SEGMENTS OF WOODEN ROOF PREFABRICATED WITH TRIANGULAR OR TRAPEZOUS RECTANGLE CONFORMATION. |
| EP2299018A3 (en) * | 2009-08-27 | 2012-04-04 | Bertagnolli AFG di Giorgio Bertagnolli & C. s.a.s | Method for producing pre-fabricated roof elements and facility for carrying out the method |
| EP3657604A1 (en) | 2018-11-26 | 2020-05-27 | TE Connectivity Germany GmbH | Cable terminating assembly with electrically insulating cutting blades |
| CN119466400B (en) * | 2025-01-14 | 2025-03-21 | 上海东健净化股份有限公司 | A composite clean operating room |
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|---|---|---|---|---|
| FR20681E (en) * | 1917-04-25 | 1919-01-17 | Julien Pierre Bertrand Bessonn | Process of rapid construction of dwellings by the use of reinforced cement materials previously prepared in series |
| FR489633A (en) * | 1918-04-08 | 1919-02-25 | Douane Soc | Light roofing system in removable large area slabs, in reinforced cement |
| GB625321A (en) * | 1944-07-07 | 1949-06-24 | Roy William Rumble | Improvements in moulded roof structures and their production |
| GB687907A (en) * | 1951-06-13 | 1953-02-25 | Anderson & Son Ltd D | Improvements in or relating to means for supporting roofing, decking or like slabs |
| FR1227645A (en) * | 1959-06-16 | 1960-08-22 | Prefabricated frame, reinforced concrete | |
| FR1452000A (en) * | 1965-01-20 | 1966-02-25 | New process for the construction of roofs for buildings using prefabricated elements, and new products resulting from the implementation of this process | |
| NL7013616A (en) * | 1970-09-15 | 1972-03-17 | ||
| FR2234434A1 (en) * | 1973-06-21 | 1975-01-17 | Ferodo Sa | Prefabricated roof frame trimmer - has two pairs of rafters between which are hinged fillet pieces |
| GB1477140A (en) * | 1973-12-05 | 1977-06-22 | Dominion Foundries & Steel | Prefabricated buildings |
| US3999338A (en) * | 1975-09-18 | 1976-12-28 | Hill-Behan Lumber Company | Roof framework employing slotted gable construction |
| NL8203547A (en) * | 1982-09-13 | 1984-04-02 | Opstal C Bv Van | HOOD CONSTRUCTION. |
| SE8303185D0 (en) * | 1983-06-06 | 1983-06-06 | Fjeldhammer Brug As | DEVICE FOR SALE ROOF |
| DE8522190U1 (en) * | 1985-08-01 | 1985-10-24 | Opitz, Martin, 5000 Köln | Building element for the formation of roof surfaces |
| NL8700180A (en) * | 1987-01-26 | 1988-08-16 | Rockwool Lapinus Bv | SELF-BEARING BOX ROOF ELEMENT FOR A ROOF. |
| FR2614053A1 (en) * | 1987-04-14 | 1988-10-21 | Berre Roger | Prefabricated roof slab with built-in roofing and mutual binding |
| US4802316A (en) * | 1987-07-28 | 1989-02-07 | The Burke Company | Eave truss and method for supporting and reinforcing a concrete or masonry wall and metal roof structure |
| NL9200178A (en) * | 1992-01-31 | 1993-08-16 | Alcoa Nederland Bv | METHOD FOR BUILDING THE DECK OF A GREENHOUSE OR DEPARTMENT, AND FRAMEWORK TO BE USED IN THAT METHOD. |
| DE19535912C2 (en) * | 1995-09-27 | 1999-07-29 | Winfried Eberhardt | House with gable walls and a gable roof |
| DE19543330A1 (en) * | 1995-11-21 | 1997-05-22 | Unidek Bouwelementen | Hinge roof |
-
1997
- 1997-10-02 DE DE19743685A patent/DE19743685C1/en not_active Expired - Fee Related
- 1997-11-24 BR BR9715025-8A patent/BR9715025A/en not_active IP Right Cessation
- 1997-11-24 CN CN97182447A patent/CN1099512C/en not_active Expired - Fee Related
- 1997-11-24 DE DE59706417T patent/DE59706417D1/en not_active Expired - Fee Related
- 1997-11-24 DE DE59708584T patent/DE59708584D1/en not_active Expired - Fee Related
- 1997-11-24 EP EP97949958A patent/EP1019593B1/en not_active Expired - Lifetime
- 1997-11-24 WO PCT/DE1997/002742 patent/WO1999018299A1/en not_active Ceased
- 1997-11-24 WO PCT/DE1997/002745 patent/WO1999018300A1/en not_active Ceased
- 1997-11-24 DK DK97949958T patent/DK1019593T3/en active
- 1997-11-24 DK DK97951804T patent/DK1019594T3/en active
- 1997-11-24 AU AU55479/98A patent/AU5547998A/en not_active Abandoned
- 1997-11-24 BR BR9714921-7A patent/BR9714921A/en not_active IP Right Cessation
- 1997-11-24 EP EP97951804A patent/EP1019594B1/en not_active Expired - Lifetime
- 1997-11-24 AU AU53088/98A patent/AU5308898A/en not_active Abandoned
- 1997-11-24 CN CN97182446A patent/CN1099511C/en not_active Expired - Fee Related
-
2000
- 2000-04-03 NO NO20001713A patent/NO20001713L/en not_active Application Discontinuation
- 2000-04-03 NO NO20001712A patent/NO320098B1/en unknown
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103154398A (en) * | 2010-06-25 | 2013-06-12 | 弗缪勒塑料公司 | Roof panel spacer |
| CN103147585A (en) * | 2013-03-12 | 2013-06-12 | 福州大学 | All-weather GIS mounting shed |
| CN103147585B (en) * | 2013-03-12 | 2015-04-15 | 国家电网公司 | All-weather GIS mounting shed |
Also Published As
| Publication number | Publication date |
|---|---|
| CN1099511C (en) | 2003-01-22 |
| CN1099512C (en) | 2003-01-22 |
| BR9714921A (en) | 2001-11-27 |
| NO20001712D0 (en) | 2000-04-03 |
| BR9715025A (en) | 2001-12-11 |
| NO20001713D0 (en) | 2000-04-03 |
| AU5308898A (en) | 1999-04-27 |
| CN1276034A (en) | 2000-12-06 |
| NO20001713L (en) | 2000-05-31 |
| DK1019594T3 (en) | 2002-05-27 |
| AU5547998A (en) | 1999-04-27 |
| DE59708584D1 (en) | 2002-11-28 |
| EP1019594B1 (en) | 2002-02-13 |
| DK1019593T3 (en) | 2003-02-17 |
| WO1999018300A1 (en) | 1999-04-15 |
| EP1019593B1 (en) | 2002-10-23 |
| EP1019594A1 (en) | 2000-07-19 |
| EP1019593A1 (en) | 2000-07-19 |
| WO1999018299A1 (en) | 1999-04-15 |
| DE19743685C1 (en) | 1999-02-11 |
| DE59706417D1 (en) | 2002-03-21 |
| NO20001712L (en) | 2000-05-31 |
| NO320098B1 (en) | 2005-10-24 |
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