CN1258332A - Building framework - Google Patents
Building framework Download PDFInfo
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- CN1258332A CN1258332A CN98805599A CN98805599A CN1258332A CN 1258332 A CN1258332 A CN 1258332A CN 98805599 A CN98805599 A CN 98805599A CN 98805599 A CN98805599 A CN 98805599A CN 1258332 A CN1258332 A CN 1258332A
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- pillar
- flank
- skeleton
- girder
- node
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- 239000002184 metal Substances 0.000 claims description 70
- 238000005516 engineering process Methods 0.000 claims description 24
- 239000004567 concrete Substances 0.000 claims description 23
- 238000009826 distribution Methods 0.000 claims description 9
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 238000003466 welding Methods 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 5
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- 238000009408 flooring Methods 0.000 abstract 1
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- 230000015572 biosynthetic process Effects 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
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- 239000010959 steel Substances 0.000 description 5
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- 238000004519 manufacturing process Methods 0.000 description 4
- 230000000712 assembly Effects 0.000 description 3
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- 239000000654 additive Substances 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 230000000379 polymerizing effect Effects 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 241000700647 Variola virus Species 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
Abstract
The invention concerns a building framework comprising posts (2, 3, 4, 5, 6) with L-shaped, T-shaped or cross-shaped transverse cross-section, depending on whether they serve as support for two, three or four beam (7, 8) ends. Principal beams (7) aligned mutually parallel and transverse beams (8) arranged transversely to said alignments are supported at each of their ends by a post (2, 3, 4, 5, 6) wing and are horizontally oriented along the direction of said wings. The transverse beam (8) lower surface is at an intermediate level between the principal beam (7) lower and upper surfaces. The beams (7, 8) and the posts (2, 3, 4, 5, 6) are linked by assembling means at each framework node, thereby ensuring the continuity of the abutted beams and superposed posts, in view of the compression-tension loads. The flooring elements (9) are supported by the principal beams (7).
Description
The present invention relates to a kind of building framework that assembles with reinforced concrete precast member on-site.
By EP-A-0 012 736 can see one that be prefabricated in the factory, be the steel building unit of straight prism (generally being a rectangular parallelepiped) substantially.Each building unit comprises a ceiling and a floor, and each ceiling and floor all are chests of opening downwards, is made up of a framework and a wall that is connected the level of framework upper edge.The smallpox plate is connected with the pillar that section is a V font with floor member.Framework and pillar that heavy steel plate is made are combined them by bolt.Building just by such building unit by side by side and stacked forming.
The structure of the building framework described in the BE-A-884.971, closely similar with the structure of EP-A-0012 736 generally, but it is assembled by reinforced concrete precast member.
Technology described in BE-A-884.971 and the EP-A-0 012 736 has many interesting and characteristics easily.One of them outstanding characteristic is to be easy between mounting technique.Because opening is provided in a side of upper and lower horizontal wall (ceiling and floor), in the middle of the angle of V font pillar.Limit and seal from each top of pillar by V font pillar flank, just constitute between vertical technology, be called " between the corner ", can use for installation, inspection and the change of vertical technology pipeline fully with wallboard.
The building framework made from these known technology also exists some defectives, limits its application sometimes.
Particularly the skeleton of making according to EP-A-0 012 736 as other all metallic frameworks, is difficult to fire prevention.Metallic framework runs into fire and will be out of shape, so that jeopardizes building and stablize.
The building framework fireproof performance of BE-A-884.971 is obviously good, but also some defective.These skeleton horizontal wall are made by the whole stone of steel concrete.Because the volume of these walls is generally quite big, these chests are very heavy, and transportation has just become problem, is in some country at least.In addition, the flank thickness of V font pillar and the big cantilever thickness that constitutes the framework of this chest are all affirmed greater than being made of a steel.This comes, and has just dwindled greatly between the corner that is made of in the angle the pillar flank, is used for by the bigger pipeline of the such diameter of washroom sewer just not much of that.
Other defective of the skeleton of making according to known technology also comprises, is difficult to make gratifying stiffener.
The purpose of the present invention provides a kind of assemble on-site, simple reinforced concrete precast member building framework of style, and its simple shape is easy to make in batch.With above-mentioned before technology compare, this invention main purpose provide a kind of can give the bigger elasticity of architectural design, particularly increase an intercolumniation from, reduce the quantity of the pillar that constitutes skeleton and beam and be convenient to the building framework prefabricated component that transports and store.The present invention equally also is to make in order to make near the skeleton pillar in the building skeleton along being easy between vertical technology of pillar by each layer.Another purpose of invention be utilize the rigidity of skeleton node provide a kind of to building good stablizing effect is arranged, the skeleton of the stiffener that need not add.
The present invention is applicable to the skeleton of multistory building, is assembled on-site by reinforced concrete precast member, comprises that pillar, apical support are at the beam on the pillar be supported on floor on the beam.The pillar that is positioned at each layer is vertically arranged one by one.
In this skeleton, pillar has a horizontal section, is L shaped, T shape or cross substantially, and two, three or four flanks are arranged respectively, is respectively applied for two, three of beam or four tops to support mutually.
The beam of skeleton has comprised the girder of each layer in building, and their aligning that be parallel to each other, and crossbeam laterally are installed in every layer and build between the girder alignment line.
Each top of girder and crossbeam all is supported on a flank of pillar, and according to these flank directions in horizontal direction.Being supported on building will make the soffit of crossbeam be in the centre position of the upper surface and the soffit of girder with the arrangement and the volume of the beam on the pillar of one deck.The node of beam and pillar is rigidly connected into the node of skeleton by assembling.This connection will guarantee that beam that tenon closes and stacked pillar all have continuity to pulling force and pressure.
Floor member is supported on the girder.Opening is located at floor member, near some pillars in the angle of pillar flank formation, can form between the corner that is made of these flanks from one deck and lead to longitudinally between technology of another layer at least.
Generally speaking, according to the present invention, the building framework plane is rectangle latticed, is made up of by other parallel each other line perpendicular cuts several parallel each other straight lines.Pillar is on the intersection point of these lines, and beam and flank distribute by latticed line.
The pane of net may be covered fully by a floor member.But in general, the pane of net is covered by two or several floor members side by side, in order to avoid the manufacturing of floor member, transport or deposit because volume is excessive and inconvenient.
Can certainly make the skeleton that is not rectangle (but oblique) grid.But this can make the skeleton manufacturing complicated a little.
By a kind of special facture form, the setting and the volume that are supported on the beam on the pillar of one deck building should make beam surface upper be higher than the girder upper surface.The setting of (horizontal stroke of advocating peace) beam and floor member and volume should make the upper surface of the upper surface of floor member and crossbeam obviously in same level.
By a kind of form of making easily, the height of girder is greater than crossbeam.
By a kind of special facture form, the flank of or several pillars is thinner than flank other parts near the part of flank infall.Some special formed benefits of this of pillar will be described in the description of the drawings.
Can be by several embodiment with rigidly connected each node that becomes skeleton of beam and pillar.
According to first kind of embodiment, each end of the beam of the node of arrival skeleton directly is supported on the flank of pillar.The shape of each pillar upper end should be able to make the pillar flank upper surface on each supporting traverse top be in more than the level of upper surface of each pillar flank that supports girder.Girder and crossbeam, in prefabricated and skeleton installation process, each end all comprises " waiting a to connect " brod part that is not rolled in the concrete.Connect into each node of skeleton beam the top wait to connect the brod part, by casting concrete in the space between the top of beam, interosculate, guarantee being rigidly connected between the beam.Each upper supporting column lower end shape of skeleton node should make it support mutually with the cross section on the top of the beam that arrives this node by their every flank.Especially as can be seen, the upper surface that arrives the horizontal beam of node is in when being higher than girder upper surface level, and the soffit that is supported on each the pillar flank on the crossbeam is in more than the level of each the pillar flank soffit that is supported on the girder too.It should be noted that, adopt this embodiment, insert between the soffit of lower supporting rod upper surface and upper supporting column at some positions of beam.The pillar of each node of stacked formation skeleton, and the beam that leads to this same node are with connecting rod connection longitudinally.Connecting rod is contained in the bottom of upper supporting column, passes to be arranged on hole suitably local on the beam, is received into the top of lower supporting rod.These connecting rods are encapsulated in these pillars and longitudinally in the hole.
Make form according to another kind, be rigidly connected the mutually method of each node of constituting skeleton of beam and pillar comprises the metal sheet that prolongs reinforced concrete beam and each end of pillar.Each end of beam by with cast in metal mold arbor in this beam concrete fixing, its direction is that axial longitudinal metal plate along beam prolongs substantially.Each end of pillar be fixed on the metal mold arbor that casts in this pillar, its direction is to comprise boom shaft and the longitudinal metal plate that carries in the plane of flank axle of this metal sheet prolongs at its flank substantially.All these metal sheets all should make the node at each skeleton, arrive the metal sheet on the top of beam of this node, and each can both be fixed with the metal sheet of the metal sheet of bolt and the pillar upper end of supporting this beam and adjacent pillar lower end on it.
Metal sheet and carry the following several scheme that is fixed with between the metal mold arbor of beam of this metal sheet.
According to a kind of scheme, prolong the metal sheet of each end of beam and the brod welding of this beam and fix.The part of this brod is welded mutually with the part of metal sheet, and this part casts in the concrete of this beam.
According to another kind of embodiment, prolong that longitudinal metal plate of each end of beam, itself also be to be welded in the beam clogs that constitutes by metal sheet of brod one end perpendicularly with the beam axle and the metal mold arbor of this beam is fixed by being welded on.This beam clogs leans against the concrete end of beam.
Metal sheet is with identical with the method for the fixing means of the column support type arbor of this metal sheet and relevant beam recited above.
According to a kind of embodiment, prolong the longitudinal metal plate of each end of every pillar and the brod welding of this pillar and fix.The part of this brod is welded mutually with the part of metal sheet, and this part casts in the concrete of this pillar.
According to another kind of embodiment, prolong the longitudinal metal plate of each end of pillar, itself also be to be welded on the beam clogs that metal sheet constitutes, fixing of brod one end perpendicularly by being welded in one with the metal mold arbor of this pillar by level with boom shaft.This beam clogs leans against the concrete end of pillar.
With connecting rod skeleton component is interconnected, generally all use to resemble the such sealing substance of non-shrinking mortar.But also can use other inorganic or organic substance sealing substance (as sealing substance) based on heat-resisting polymerizing resin.
Object of the present invention also includes the multistory building of formation of the skeleton of above feature.
Other characteristics and the benefit of this invention are more obvious by the infinite embodiment that enumerates with reference to the accompanying drawings.
Fig. 1 is the fragmentary top parallax stereogram according to the building framework of first embodiment.
Fig. 2 is the floor map of that part of skeleton shown in Figure 1.
Fig. 3 and 4 is respectively along the sectional drawing of III-III line among Fig. 2 and IV-IV line, has shown the details of structure with the ratio of amplifying.
Fig. 5 is the decomposition fragmentary top parallax stereogram of more vast scale, has shown the end of beam and pillar, and the skeleton node has the cross section.
Fig. 6,7,8 and 9 is views identical with Fig. 5, the stage that expression skeleton node progressively forms; Fig. 9 is and (decomposition) expression is placed on the floor panel assembly on the girder.
What skeleton node and Fig. 9 that Figure 10 represents represented is identical, but it is a face upwarding stereogram.Figure 10 is and (decomposition) expression is placed on the plate assembly on the floor panel assembly.
Figure 11 is identical with Fig. 5 and 8 with 12, but represents the skeleton node of binding site of the T i section of two girders, a crossbeam and two pillars.
Figure 13 and 14 is identical with Figure 11 and 12, but represents the skeleton node of binding site of the T i section of a girder, two crossbeams and two pillars.
Figure 15 is identical with Figure 13 and 14 with 16, but represents the skeleton node of binding site of the L shaped section of a girder, a crossbeam and two pillars.
Figure 17 is a more plan view of vast scale, represents that two girders and two beam top shown in Figure 7 are connected to a skeleton node; Figure 17 show especially beam the top with the shape and the setting of " waiting to connect " brod.
Figure 18 is identical with Fig. 8, but shows the another kind of embodiment of skeleton.
Figure 19 is the longitudinal sectional drawing along the XIX-XIX line of Figure 18.
Figure 20,21,22,23,24,25,26 with 27 respectively with Fig. 5,7,8,9,11,12,15 and 16 identical, but expression skeleton node according to another embodiment of the present invention.On the top of beam and pillar, with bolt with beam and these tops of pillar with sheet metal interconnect, be assembled into each skeleton node each other.
Figure 28,29 is (identical with Fig. 2) schematic diagrames with 30, represents other three embodiment of skeleton part of the present invention.
Figure 31 is the horizontal profile (cross section) of four flanks; The same insert plate that shows between the corner of closing the formation of pillar flank of this figure forms between technology longitudinally, and pipe tunnel therefrom passes.
Figure 32 and 33 is sections identical with Figure 31, but that reflection is the different embodiment of pillar.
The building skeleton of expression is by pillar 2,3,4,5,6 among Fig. 1 to 17, girder 7, and crossbeam 8 and floor panel assembly 9 are formed, and these steel concrete assemblies are prefabricated in the factory, and this can make its volume reach very pinpoint accuracy.
As shown in Figure 1, the pillar 2 and 3 that is positioned on the building object angle has a L shaped horizontal section.The right angle of each pillar 2,3 wing one-tenth in both sides is inboard towards building.Along other pillar 4,5 on building four limits the horizontal section of a T shape is arranged, the flank of each pillar 4,5 forms the lower part of T, and is inboard towards building.From building four outlying pillars 6 a criss-cross horizontal section is arranged.
As shown in Figure 2, building framework shown in Figure 1 is three rectangle grids that the straight line that is parallel to each other forms, and is vertically cut off by other straight line that is parallel to each other.Pillar 2,3,4,5,6 is positioned at the crosspoint of these lines.Beam 7,8 and the pillar 2,3,4,5,6 that supports them distribute along the line of this grid.The beam 7 that is called " girder " distributes along three straight lines that are called parallel lines, is called the beam 8 and these three line vertical distribution of " crossbeam ".
Girder 7 supports with the flank of pillar mutually with crossbeam 8 each top.The width of beam 7,8 preferably equates with the pillar flank width of its dependence.The height of girder 7 is greater than the height of crossbeam 8.(particularly by Fig. 3 to 16) it can also be seen that, the distribution of the beam 7,8 that supports mutually with the pillar 2,3,4,5,6 of the same level of building makes the soffit of crossbeam 8 be between girder soffit and the upper surface; And the upper surface of these crossbeams 8 is in the level of the upper surface that is higher than girder 7 equally.
The pillar 2,3,4,5,6 that is positioned at each layer vertically distributes one by one.Pillar and beam form the node of skeleton 1 by being connected, the method for attachment by Fig. 4 to 17 closely is connected and fixed each other.
In addition, the opening 11 of 7,8 li on beam can make level to pipeline in building, pass through.These horizontal pipes can be covered by the false ceiling 12 that obviously is provided in a side of crossbeam 8 soffit levels that can see at Fig. 4.
Fig. 5,6,7,8,9,10 shows the skeleton node of two pillar 6 junctions, and expression cross section and assembly are connected to each other the method that forms node.
Especially as can be seen, the lower supporting rod flank 6 that is used for supporting traverse 8 comprises a upwardly extending part 13 of relative pillar 6 other parts on these figure.After beam 7,8 was arranged on lower supporting rod 6 tops, the soffit of crossbeam 8 was in the centre of the soffit and the upper surface of girder 7.Because the upper surface of these crossbeams 8 is higher than the upper surface of girder 7, so the flank of the upper supporting column 6 of the part that prolongs downwards of the lower end of upper supporting column 6 and the other parts that comprise relative pillar 6 mates, and upper supporting column 6 each flank are supported on girder 7 or the crossbeam 8.
Be installed in back (as shown in Figure 7) on the pillar 6 on the top of two girders 7 and two crossbeams 8, these four beams tightly link together.For this reason, " wait to connect " brod and stretch out the concrete on beam 7,8 tops.On each top of a crossbeam 8, two brods 15 stretch out concrete, a upper area at beam 8, and another is at lower area; Each brod 15 forms a hoop, and horizon distributes slightly obliquely relatively.
Girder 7 top bands these " to wait to connect " brod 16 identical with brod 15, but each all has an additional brod bar, between the annular of hoop; This additive type arbor masthead end is welded on the cross bar of this hoop.
Figure 17 has represented the distribution of when beam 7,8 tops are installed in pillar 6 tops brod 15 and 16 with plan view.For girder 7 is installed accurately, importantly two beams 7 with wait that connecing brod 16 can one pass through from another root.For this reason, wherein a girder 7 with wait that to connect brod slightly upwards curved, and another root girder 7 with wait that to connect brod 16 curved slightly downwards.
Obviously crossbeam 8 tops with brod 15 also be same distribution.
After two tops of girder 7 and crossbeam 8 are installed in the upper end of pillar 6, casting concrete as shown in Figure 8 just in the space between beam 7,8 tops.The top of these beams with brod 15,16 be cast in the concrete like this, this guarantees to be rigidly connected between beam 7,8.This connection can make especially between the beam 7,8 that tenon on the alignment line closes, and no matter is at pulling force or at the continuity of pressure.
Just because of girder 7 soffits and crossbeam 8 soffits stagger, same girder 7 upper surfaces and crossbeam 8 upper surfaces also stagger, and the following brod 15 of crossbeam 8 is positioned at upper and lower brod 16 centre positions of girder 7, and and brod 16 between suitable space is arranged; The last brod 15 of crossbeam 8 is positioned at the top of the last brod 16 of girder 7, and with these on brod suitable space is arranged.
When girder 7 and crossbeam 8 are interconnected to form the skeleton node, behind concrete strengthening, floor panel assembly 9 is installed as Fig. 8.The arrangement that should be noted in the discussion above that girder 7, crossbeam 8 and floor 9 should make the upper surface of floor panel assembly 9 obviously be in the level identical with the upper surface of crossbeam 8 with volume.
After floor panel assembly 9 installed, cylinder lever connecting rod 17 was sealed in vertical slotted eye on lower supporting rod 6 flank tops by being located at beam 7,8 suitable local vertical holes 19 importings.
Carefully the top of connecting rod 17 is put in the vertical slotted eye that is sealed in upper supporting column 6 flank lower parts and (do not shown on the figure) that upper supporting column 6 has just installed.
Connecting rod 17 is sealed in hole 19 with known method and is contained in the slotted eye on pillar 6 tops.For sealing these connecting rods 17 on the spot, can use non-shrinking liquid mortar or other as heat-resisting corresponding sealing substances such as polymerizing resin.
Just because of with this connection of connecting rod 17, between the stacked pillar 6 no matter the continuity aspect stretching resistance or aspect compressive resistance be guaranteed.
After floor panel assembly 9 installs, can on the floor panel assembly that is made like this, place the plate 20 (seeing Fig. 3,4,10) that floats.The making of these unsteady plates 20 and installation can be carried out according to the technology of describing among the EP-A-0 750 709 easily.
The structure and the formation of the skeleton node at two T i section pillars 4 of Figure 11 to 16 expression or 5 abutments or two L shaped section pillar 2 abutments.By with above-described analogy, be readily appreciated that structure and formation about the skeleton node at two cross section pillar 6 abutments.
Figure 18 and 19 represents the another kind of embodiment with skeleton identical shown in Fig. 1 to 17.
According to this scheme, in the manufacture process of girder 7, the brod top 21 of these beams is reserved waits to connect.When floor panel assembly 9 was installed, floor panel assembly 9 was supported on the part that these beams 7 have been used concrete casting by its edge.Some horizontal type arbor bars 22 that replenish vertically are installed in the opening of floor panel assembly 9 towards beam 7 directions.Casting concrete in the space in floor panel assembly 9 fronts then wraps the brod top and the additive type arbor bar 22 of girder 7.Just can be rigidly connected between the board component 9 and between floor panel assembly 9 and the girder 7 in this wise.The upper surface of (promptly the level of floor panel assembly 9 upper surfaces) girder that the upper surface of the girder 7 that is made so in addition, is higher than that the fabrication techniques shown in Fig. 3 to 16 forms.With regard to the same overall height of girder 7, its soffit is also higher, and this has just reduced the outline of this beam 7 towards the below especially.
Note in the skeleton node shown in Fig. 1 to 19, between the upper surface of every lower supporting rod 2,3,4,5,6 of the top of beam 7,8 embedding and the soffit of every corresponding upper supporting column 2,3,4,5,6.
The skeleton node that Figure 20 to 27 expression forms by another kind of embodiment according to invention.
The special skeleton node that shows that two pillars 6 engage of Figure 20 to 23 is represented criss-cross section and according to the mode that is interconnected to this node between this embodiment assembly.
In this case, every end of girder 7 is prolonged by a longitudinal metal plate 24, and it itself also is that axis direction with girder 7 vertically is welded on the beam clogs on the brod that this metal sheet is welded in, and fixes (showing on the figure) with the metal mold arbor of this girder 7.Beam clogs 25 is near the concrete end of beam 7.
Use same quadrat method, every end of crossbeam 8 is prolonged by a longitudinal metal plate 26, and it itself also is that axis direction with girder 8 vertically is welded on the beam clogs on the brod that this metal sheet is welded in, and fixes with the metal mold arbor of crossbeam 8.
Use same quadrat method, every end of pillar 6 is prolonged by longitudinal metal plate 28 at its each flank place, and it itself also is that axis direction with pillar 6 vertically is welded on the beam clogs on the brod that this metal sheet 28 is welded in, and fixes with the metal mold arbor of pillar.
Every end of pillar 6 prolongs by four longitudinal metal plates 28.Each all is oriented in substantially plane along the axle of the flank of the axle of pillar 6 and its band these metal sheets 28.
Equally, each metal sheet 24,26 that prolongs an end of beam 7,8 is towards according to the axle with the beam 7,8 of this metal sheet substantially. Such metal sheet 24,26 is not to distribute by the vertical midplane with the beam 7,8 of this metal sheet fully, but staggers from the side and be equivalent to the thickness of such metal sheet in its position.Just because of this distributes, the axle of each beam 7,8 will accurate axis towards pillar 6.
All metal sheets 24,26,28 will be stamped and be the set hole of bolt 30.The size of these metal sheets 24,26,28 and the hole of arranging and establishing for bolt 30, make beam 7,8 tops with metal sheet 24,26 each can both with the last top of bolt and the pillar 6 that supports these beams with metal sheet 28 and the metal sheet 28 on the following top of adjacent top pillar 6 fix.
After the skeleton node formed like this, the soffit of crossbeam 8 was in the centre of girder 7 soffits and upper surface, and crossbeam 8 upper surfaces are more than girder 7 upper surfaces.After floor panel assembly 9 was installed on the girder 7, the upper surface of these floor panel assemblies 9 was obviously at the par of crossbeam 8 upper surfaces.
Figure 24 to 27 expression skeleton node is at the structure and the embodiment of the L shaped section junction of the T of two pillars 4 i section junction or two pillars 2.Shown in Figure 20 to 23, by with above-mentioned said analogy, be readily appreciated that structure and the embodiment of two pillars 6 at the skeleton node of crossing section junction.
The embodiment of the building framework shown in Figure 20 to 27 has many facilities, particularly is convenient to realize so-called " doing the building site ".Be readily appreciated that equally, utilize such Building technology, the change of building or expansion engineering just have been easy to.The building framework assembly that equally also can be easy to and utilize hope to be removed again easily.
Figure 28,29 and 30 (identical with Fig. 2) is the floor map of three embodiment in addition of part skeleton in the expression invention.
Figure 28 represents two part horizontal displacements mutually of a building framework.The alignment line of the girder 7 of a skeleton part in fact with the alignment line horizontal displacement mutually of skeleton another part girder 7.
The one part that is appreciated that building framework equally can vertically misplace.
Figure 29 is the floor map (such as office building) of a building skeleton part, prepares to establish two corridors that are parallel to each other inside.In this skeleton, except the L shaped pillar 2,3 (Figure 29 does not represent) at building angle, all pillars all are the pillars 4,5 of T shape section.In skeleton shown in Figure 29, building interior use T shape section pillar 4,5 be convenient to from the line distribution in vertically between technology in being installed between pillar 4,5 corners to the corridor everywhere room.
The skeleton in a series of stacked similar houses of the simple expression of Figure 30.Should be pointed out that in this case all pillars of skeleton all are the pillar 5 of T shape section and the pillar 2,3 of L shaped section.
To Fig. 2,28, the 29 and 30 simple descriptions of being done, obviously be the several examples in the multiple scheme that technology allowed of inventing.
The combination of the multiple possibility that provides by this technology, can build up is interior shape or all very various building of exterior wall.Exterior wall can irregular angle.
Figure 31 is the section of four flanks of the pillar 6 represented according to level plan.Be installed with between vertical technology between the corner that flank constituted of this pillar 6, pipeline 31 therefrom passes through.
Can be barred up by an embedding wallboard 32 between such technology, wallboard linearly is connected with the flank of adjacent struts 6.Embed wallboard 33 and can bar up one more between the technology of heavy gauge, can bar up between the little technology of section and embed wallboard 34.
Figure 32 is the section identical with Figure 31, but represents the embodiment of a cross section pillar.Two flanks of pillar 35 near the flank infall be one than the thinner section of other section of flank.This is particularly suitable for being configured between vertical technology of the small-bore pipeline as some cables.Can be barred up by wallboard 37 between this small section technology.
Figure 33 is the section identical with Figure 21 and 32, but represented cross section 38 its four flanks each near the flank infall all be one than the thinner section of other section of flank.
Can notice, when between technology by such as embedding wallboard 32,33 or 34 when being barred up, near the attenuation flank infall of pillar flank can form (under the situation that does not have attenuation) more between the technology of heavy gauge equally.
The pillar of Figure 31 to 33 expression cross section, the embodiment shown in can finding by analogy is applicable to pillar L shaped or T shape section.
The building that comprises the skeleton of making according to the present invention can have a lot of shapes, size and function.
Many facilities of skeleton not only come from the fastness of the F-SP and the skeleton node of pillar 2,3,4,5,6, come from the dislocation of girder 7 soffits and crossbeam 8 soffits equally.
Because the soffit of girder 7 remains at low levels, these beams 7 can form the lintel in the door and window hole (door, door and window and window) of preparing to be located at building front surface and rear surface.
At building interior, each alignment line of girder 7 be in easily internal partition wall alignment line vertically.Because these girders are low relatively, therefore the height of internal partition wall also reduces, and this is that facility is saved again.In addition, the function that there are lintel or impost in door in interior wall cuts off or door and window hole is opened in 7 pairs of preparations of these girders.
The gabarite of crossbeam 8 bottoms is less, therefore generally need not hide these crossbeams 8 with false ceiling.
When false ceiling wish to be installed, the vacation plate 12 of blooming can be installed still, obviously preferably in the level of crossbeam 8 soffits.Such false ceiling 12 mainly can cover in the pipeline by space between ceiling and the false ceiling 12.Distance between ceiling and the false ceiling 12 is quite little, has only the little pipeline of cable and section to pass through in this space.The pipeline of heavy gauge more, can be placed on as air hose and lavatory drain form between the corner of pillar 2,3,4,5,6 flanks vertically between.
Under situation highly certain below the ceiling, the distribution of beam 7,8 in skeleton can be lowered the overall height of building.
In addition, because floor 9 above metope is placed on girder 7, therefore can vertically be provided with level trough with metope in the floor.The outstanding support balcony or the beam of bow window can be installed in these grooves.
Claims (11)
1, multistory building skeleton, its assembly forms and assembling on-site with reinforced concrete prefabricated, and it comprises pillar and beam, and the apical support of beam is on pillar, and floor panel assembly is supported on the beam, and the pillar that is positioned at each layer is continuous distributed one by one vertically;
It is characterized in that it is L shaped, T shape or criss-cross section substantially that pillar (2,3,4,5,6) has, and is respectively applied for the top of supporting two, three or four beams and two, three or four flanks are arranged respectively according to it;
Beam comprises girder (7), is distributed in each layer of building, and alignment is parallel to each other; Also comprise crossbeam (8), cross direction profiles is between the alignment line of each layer girder;
Girder (7) and crossbeam (8) with its each apical support on a pillar (2,3,4,5,6) flank, and along with these flanks in horizontal direction, the distribution and the size of beam (7,8) that is supported on the pillar (2,3,4,5,6) of the same level of building should make crossbeam (8) soffit be in the centre of girder (7) soffit and upper surface;
Some apparatus for assembling are rigidly connected into the skeleton node with beam (7,8) and pillar (2,3,4,5,6), and this connection will guarantee that the beam (7,8) of tenon knot and stacked pillar (2,3,4,5,6) still are that pressure all has continuity to pulling force;
Floor panel assembly (9) is supported on the girder (7);
Floor panel assembly in the angle that pillar (2,3,4,5,6) flank forms, be some openings to be set at least in place near some pillars (2,3,4,5,6) lead between vertical technology of another layer from one deck so that make between the corner that flank forms.
2, building framework according to claim 1, it is characterized in that, the beam (7,8) that is supported on the pillar (2,3,4,5,6) of building same level should make the upper surface of crossbeam (8) be in the level that is higher than the girder upper surface, and the distribution of beam (7,8) and floor panel assembly (9) should be that floor panel assembly (9) upper surface is in the identical level of crossbeam (8) upper surface with size.
3, building framework according to claim 2 is characterized in that, aspect ratio crossbeam (8) height of girder (7).
According to the described building framework of any one claim of front, it is characterized in that 4, pillar (2,3,4,5,6) has one or several flanks, near the zone that flank intersects, have one than thinner zone, other zone of flank.
5, according to the described building framework of any one claim of front, it is characterized in that, each node at skeleton (1), the top that arrives the beam (7,8) of this node directly is supported on pillar (2,3,4,5, the 6) flank, the shape of every pillar (2,3,4,5,6) upper end should be, every upper surface that supports the pillar flank on a crossbeam (8) top be in every pillar flank that supports a girder (7) top upper surface above;
Beam (7,8) is prefabricated and when being installed in skeleton (1) lining, each end all comprises a part and is not rolled in the interior brod to be connect (15,16) of concrete, brod to be connect (15, the 16) part on beam (7,8) top, reinforce by casting concrete in the space on beam (7,8) top, connect into the node of skeleton (1), guarantee to be rigidly connected mutually between the beam (7,8);
The shape of every upper supporting column of a skeleton node (2,3,4,5,6) lower end should make it be supported on a upper surface of one section that arrives beam (7, the 8) top of this node by its flank;
Pillar (2,3,4,5,6) is stacked to the skeleton node, the beam (7,8) that arrives this node also is like this, each other with connecting rod connection longitudinally, connecting rod places the top of lower supporting rod (2,3,4,5,6), place upper supporting column (2,3,4,5,6) bottom by the vertical hole that is located at beam (7,8) appropriate location, lining, and be enclosed in these pillars (2,3,4,5,6) and these linings, vertical hole (19).
6, according to any one described building framework of claim 1 to 4, it is characterized in that, comprise that also some prolong the metal sheet (24,26,28) on reinforced concrete beam (7,8) and pillar (2,3,4,5,6) top;
The top of each beam (7,8) is prolonged by the longitudinal metal plate (24,26) on the metal mold arbor that is fixed in the concrete block that casts in this beam (7,8), and the direction of this metal sheet be axial along beam (7,8) substantially;
Each end of pillar (2,3,4,5,6) prolongs with longitudinal metal plate (28) at its flank place, this metal sheet is fixed on the metal mold arbor that casts in this pillar (2,3,4,5,6) concrete, and its direction is substantially along an axle that comprises pillar (2,3,4,5,6) with the plane of the flank axle of this metal sheet;
All these metal sheets (24,26,28) all are equipped with bolt hole (30), the size of these plates and distribution should make, at each skeleton node place, arrive this node beam the top with plate, each can both be fixed with the metal sheet (28) of bolt and the upper end of the pillar (2,3,4,5,6) that supports these beams (7,8) and a metal tightly putting pillar (2,3,4,5, the 6) lower end on it.
7, building framework according to claim 6, it is characterized by, the longitudinal metal plate (24,26) that prolongs each end of beam (7,8) is fixing with the metal mold arbor welding of this beam (7,8), the part welding of the part of this brod and a metal sheet, the part of welding is rolled in the concrete of beam (7,8).
8, building framework according to claim 6, it is characterized by, the longitudinal metal plate (24,26) that prolongs each end of beam (7,8) and the metal mold arbor of this beam (7,8) vertically are welded on beam clogs (25,27) that the brod top is made of metal sheet and go up and fix by being welded on axle with beam (7,8).
9, according to any one described building framework of claim 6 to 8, it is characterized by, the longitudinal metal plate (28) that prolongs each end of pillar (2,3,4,5,6) is fixing with the metal mold arbor welding of this pillar (2,3,4,5,6), the part of this brod is welded on the part of a metal sheet, and the part of welding is rolled in the concrete of pillar (2,3,4,5,6).
10, according to any one described building framework of claim 6 to 8, it is characterized by, the longitudinal metal plate (28) that prolongs each end of pillar (2,3,4,5,6) and the metal mold arbor of this pillar (2,3,4,5,6) vertically are welded on the beam clogs that the brod top is made of the horizontal metal plate and fix by being welded on axle with pillar (2,3,4,5,6).
11, a kind of multistory building is characterized by, the skeleton of its with good grounds above-mentioned any one claim feature.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| BE9700468A BE1011185A5 (en) | 1997-05-29 | 1997-05-29 | Building frame. |
| BE9700468 | 1997-05-29 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1258332A true CN1258332A (en) | 2000-06-28 |
Family
ID=3890544
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN98805599A Pending CN1258332A (en) | 1997-05-29 | 1998-04-09 | Building framework |
Country Status (14)
| Country | Link |
|---|---|
| EP (1) | EP0985071A1 (en) |
| JP (1) | JP2002500712A (en) |
| KR (1) | KR20010012535A (en) |
| CN (1) | CN1258332A (en) |
| AU (1) | AU6912398A (en) |
| BE (1) | BE1011185A5 (en) |
| BR (1) | BR9809696A (en) |
| CA (1) | CA2291591A1 (en) |
| HU (1) | HUP0003576A2 (en) |
| PL (1) | PL337161A1 (en) |
| SK (1) | SK161099A3 (en) |
| TR (1) | TR199902906T2 (en) |
| WO (1) | WO1998054418A1 (en) |
| YU (1) | YU61199A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1821501B (en) * | 2005-02-15 | 2010-11-03 | 三井住友建设株式会社 | Column-beam attaching tectosome of architecture and method of attaching the same |
| CN1796096B (en) * | 2004-12-24 | 2011-09-21 | 财团法人工业技术研究院 | Modular platform in high frequency in lightweight |
| CN103122658A (en) * | 2012-11-26 | 2013-05-29 | 北京工业大学 | Industrial fabricated multi-story steel frame structure and construction method thereof |
| CN106270398A (en) * | 2016-08-30 | 2017-01-04 | 共享铸钢有限公司 | A kind of welding positioning method of turbine blade arbor support |
| CN111094673A (en) * | 2018-05-30 | 2020-05-01 | 株式会社饭田产业 | Building and construction method thereof |
| CN111373105A (en) * | 2017-09-23 | 2020-07-03 | J&S乔伊斯私人有限公司 | Improvements in building construction |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU2001259959A1 (en) * | 2000-05-12 | 2001-11-26 | Rebuild World R B W S.A. | Building framework |
| BE1015141A3 (en) | 2002-10-14 | 2004-10-05 | Rebuild World Rbw Sa | Building frame. |
| RU2581179C1 (en) * | 2014-09-30 | 2016-04-20 | Сергей Александрович Худяков | Connection assembly for construction reinforced concrete elements |
| CN109339087B (en) * | 2018-10-08 | 2023-10-27 | 贺州通号装配式建筑有限公司 | Infrastructure system of low-rise building |
| CN116025081A (en) * | 2023-01-16 | 2023-04-28 | 上海市地震局 | Frame combined structure of shear wall and heavy wood and manufacturing method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE856216C (en) * | 1943-08-24 | 1952-11-20 | Karl Eugen Dipl-Ing Leibbrand | Reinforced concrete skeleton construction |
| FR1597020A (en) * | 1968-12-23 | 1970-06-22 | ||
| DE2043889A1 (en) * | 1970-09-04 | 1972-06-15 | Fa. Josef Knapp IKM-Betonstein-Werk, 7553 Muggensturm | Single storey all-purpose house |
| BE783698A (en) * | 1972-05-19 | 1972-09-18 | Janssens Jacques | WAY IN WHICH ONE CAN ASSEMBLE A FULLY PREFABRICATED BUILDING. |
| FR2211032A6 (en) * | 1972-12-18 | 1974-07-12 | Maillard Henri | |
| DE2307093A1 (en) * | 1973-02-14 | 1974-08-22 | Fritz Bothe | CONSTRUCTION METHOD AND KIT OF PRE-FABRICATED COMPONENTS FOR REINFORCED CONCRETE BUILDINGS |
| FR2233463A1 (en) * | 1973-06-12 | 1975-01-10 | Joubert Louis | Prefabricated building construction - beam ends rest on cruciform shape heads of columns |
| GB1572843A (en) * | 1977-03-10 | 1980-08-06 | Kanagawa K | Building and/or a building method using columns of cruciform section and beams |
| GR73603B (en) | 1978-12-11 | 1984-03-26 | Wybauw Jacques | |
| FR2464339A1 (en) * | 1979-08-28 | 1981-03-06 | Wybauw Jacques | Multi-storey building frame made of precast units - uses columns between doubled rectangular floor slabs with cavity connected by ties in column ducts |
| BE1008118A3 (en) | 1994-03-18 | 1996-01-23 | Rebuild World Rbw Sa | Floating slab, process for its implementation and building with at least such a floating slab. |
-
1997
- 1997-05-29 BE BE9700468A patent/BE1011185A5/en not_active IP Right Cessation
-
1998
- 1998-04-09 SK SK1610-99A patent/SK161099A3/en unknown
- 1998-04-09 BR BR9809696-6A patent/BR9809696A/en not_active Application Discontinuation
- 1998-04-09 AU AU69123/98A patent/AU6912398A/en not_active Abandoned
- 1998-04-09 CA CA002291591A patent/CA2291591A1/en not_active Abandoned
- 1998-04-09 YU YU61199A patent/YU61199A/en unknown
- 1998-04-09 HU HU0003576A patent/HUP0003576A2/en unknown
- 1998-04-09 JP JP50002399A patent/JP2002500712A/en active Pending
- 1998-04-09 KR KR1019997010490A patent/KR20010012535A/en not_active Application Discontinuation
- 1998-04-09 PL PL98337161A patent/PL337161A1/en not_active IP Right Cessation
- 1998-04-09 EP EP98914716A patent/EP0985071A1/en not_active Ceased
- 1998-04-09 CN CN98805599A patent/CN1258332A/en active Pending
- 1998-04-09 TR TR1999/02906T patent/TR199902906T2/en unknown
- 1998-04-09 WO PCT/BE1998/000051 patent/WO1998054418A1/en not_active Application Discontinuation
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1796096B (en) * | 2004-12-24 | 2011-09-21 | 财团法人工业技术研究院 | Modular platform in high frequency in lightweight |
| CN1821501B (en) * | 2005-02-15 | 2010-11-03 | 三井住友建设株式会社 | Column-beam attaching tectosome of architecture and method of attaching the same |
| CN103122658A (en) * | 2012-11-26 | 2013-05-29 | 北京工业大学 | Industrial fabricated multi-story steel frame structure and construction method thereof |
| CN103122658B (en) * | 2012-11-26 | 2015-05-06 | 北京工业大学 | Industrial fabricated multi-story steel frame structure and construction method thereof |
| CN106270398A (en) * | 2016-08-30 | 2017-01-04 | 共享铸钢有限公司 | A kind of welding positioning method of turbine blade arbor support |
| CN111373105A (en) * | 2017-09-23 | 2020-07-03 | J&S乔伊斯私人有限公司 | Improvements in building construction |
| CN111373105B (en) * | 2017-09-23 | 2021-12-31 | J&S乔伊斯私人有限公司 | Improvements in building construction |
| CN111094673A (en) * | 2018-05-30 | 2020-05-01 | 株式会社饭田产业 | Building and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| AU6912398A (en) | 1998-12-30 |
| YU61199A (en) | 2001-07-10 |
| JP2002500712A (en) | 2002-01-08 |
| SK161099A3 (en) | 2000-06-12 |
| HUP0003576A2 (en) | 2001-02-28 |
| BE1011185A5 (en) | 1999-06-01 |
| BR9809696A (en) | 2000-10-03 |
| PL337161A1 (en) | 2000-07-31 |
| EP0985071A1 (en) | 2000-03-15 |
| TR199902906T2 (en) | 2000-02-21 |
| CA2291591A1 (en) | 1998-12-03 |
| WO1998054418A1 (en) | 1998-12-03 |
| KR20010012535A (en) | 2001-02-15 |
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