CN1241668A - Building component for steel structure building - Google Patents
Building component for steel structure building Download PDFInfo
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- CN1241668A CN1241668A CN 99109701 CN99109701A CN1241668A CN 1241668 A CN1241668 A CN 1241668A CN 99109701 CN99109701 CN 99109701 CN 99109701 A CN99109701 A CN 99109701A CN 1241668 A CN1241668 A CN 1241668A
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Abstract
The building component includes steel tube column with deposited concrete, steel beam support and U-steel beams, the steel beam support consists of at least one welded support surrounding the steel tube column, each support consists of parallel upper and lower girdles and at least one pair of connecting plates between the upper and lower girdles, and each girdle has one arc surface, one main body and extending parts, which are in the direction of connecting plates and form at least two pairs of connecting plates on the steel beam support with the connecting plates being connected with the extending parts of the girdles and one end of U-steel beams. Combining the supports with standard structure can produce steel beam supports for different positions of the building.
Description
The present invention relates to a kind of building component for steel structure building, especially have the steel pipe column and the building component for steel structure building that can be welded on the girder steel support on each steel pipe column of a plurality of fluid concretes.
In the building trade, adopt the combining structure of the steel pipe column and the girder steel of fluid concrete increasingly extensively, multiple post beam combining form appearred, wherein commonly used has two kinds: a kind of is boring or fluting on steel pipe column, by rod iron in patchhole or the groove or steel plate girder steel and steel pipe column is linked together, and perhaps girder steel is directly passed steel pipe, the latter requires the steel pipe column that adopts diameter bigger, not only cause the increase of housing cost, and can weaken the intensity of steel pipe column, reduce whole house, building quality; Another kind then is to add collar shape steel node at steel pipe column, and girder steel and ring-type steel node are linked together, and must earlier ring-type steel node be inserted in steel pipe column during site operation, and then be connected with girder steel, this certainly will make troubles to assembling, wastes a large amount of man-hours, the lengthening building cycle.Especially on the steel pipe column on exterior wall corner or the exterior wall limit, adopt this ring-type steel node, also can waste great deal of steel.For overcoming the deficiency of above-mentioned prior art, the inventor is in No. 99107918 application for a patent for invention of application on June 2nd, 1999, a kind of building component for steel structure building that can make up was arbitrarily as requested proposed, only need the support of several typical constructions is made up, just can obtain to be suitable for to be welded on the girder steel support on the steel pipe column of whole building building different parts, this member is particularly suitable for adopting the occasion of U font girder steel, and adopting U font girder steel, particularly under the situation of reinforced concrete beam, its application will be restricted.
Purpose of the present invention, be intended to overcome the deficiency of above-mentioned prior art, providing a kind of can make up arbitrarily as requested, the constructing operation flexible and convenient, but its member standardization and generalization, the building component for steel structure building that is suitable for producing in enormous quantities, it is specially adapted to adopt the occasion of U font girder steel, particularly U font girder steel and reinforced concrete beam composite construction girder steel.
For achieving the above object, according to building component for steel structure building of the present invention, the a plurality of steel pipe columns that comprise fluid concrete, the girder steel support on each steel pipe column can be welded on and girder steel between the girder steel support can be fixed in, described girder steel is the U font, have two perpendicular side plate that are parallel to each other, one connects the horizonal base plate of biside plate lower limb and from outward extending two top boards of biside plate top edge along continuous straight runs, described girder steel support is configured to by at least one of welding around described steel pipe column, described support is by upper holding board that be arranged in parallel and lower holding board, and form along at least one pair of junction plate that parallel steel tube column diameter direction is vertically set between upper holding board and the lower holding board, form overall structure by welding, described upper holding board and lower holding board have an arc surface that cooperates with the external cylindrical surface of described steel pipe column respectively, an extension that centers on a body part of this arc surface and move towards extension from body part separately along every pair of junction plate, form at least two pairs of junction plates on the described girder steel support, the every pair of junction plate and the corresponding extension of upper holding board and lower holding board and an end of described U font girder steel are fixed together.
According to the present invention, be positioned at the girder steel support on the steel pipe column of whole building building mid portion, can be spliced by 4 standard carriage, the central angle alpha of the described arc surface on each support=90 °, each support has a pair of junction plate; Perhaps be spliced the central angle alpha of the described arc surface on each support by 2 disjunctor supports '=180 °, each support has two pairs of junction plates, and the angle between adjacent two pairs of junction plates is 90 °.
According to the present invention, be positioned at the girder steel support on the steel pipe column of putting in order building building corner part, can be spliced by 2 standard carriage; In a kind of preferred embodiment, this girder steel support is spliced by 2 symmetrical supports, the central angle alpha of the described arc surface on each support " between 90 °～130 °, the upper holding board of each support and lower holding board have the side of the parallel junction plate separately with of a radially public side respectively.The latter makes cornerite that the girder steel support that is spliced into forms steel pipe column greater than 180 °, helping going up lower holding board acts on pulling force on the steel pipe column and passes to concrete in the steel pipe column, make the stress distribution of steel pipe column even, the whole building building structure gabarit of also favourable simultaneously maintenance is smooth substantially.Evidence, the central angle alpha of the described arc surface on each support " between 105 °～115 °, effect is more obvious.A kind of support in back is called enhancement mode symmetry support.In a kind of alternative, described girder steel support is propped up by a disjunctor and is configured to the central angle alpha of the described arc surface on this support '=180 °, each support has two pairs of junction plates, and the angle between the two pairs of junction plates is 90 °.
According to the present invention, be positioned at the girder steel support on the steel pipe column of putting in order building building peripheral part, can be spliced by 3 standard carriage; In a kind of preferred embodiment, this girder steel support is spliced by 3 supports, and a middle support adopts standard carriage, and two side stands adopt above-mentioned enhancement mode symmetry support.In a kind of alternative, described girder steel support is spliced by a standard carriage and a disjunctor support.
According to the present invention, constitute the various supports of described girder steel support and the affixed mode of U font girder steel and can adopt three kinds of basic modes: (one) inserting mode: the part of the upper holding board of each support between every pair of junction plate has a radially outwardly open breach, thereby on described support, form the U font groove that constitutes by every pair of junction plate and lower holding board, described breach both sides at described upper holding board form two beads, the corresponding extension end face of the every pair of junction plate outer face and upper holding board and lower holding board, one end of described U font girder steel inserts described U font groove, two top boards of described U font girder steel and described two beads overlap joint fuse by joint welding or with securing member.(2) docking mode; The every pair of junction plate outer face of each support and the corresponding extension end face of upper holding board, dock with the biside plate of described U font girder steel and an end of two top boards respectively with the corresponding extension end face of upper holding board every pair of junction plate outer face, fuse by butt welding or clamping connection, each extension end face of the lower holding board of each support exceeds corresponding a pair of junction plate outer face, with the described base plate overlap joint of described U font girder steel.Described " clamping connection " mean after the one or both sides of two interfacing parts are provided with the clamping plate that coat two junction surfaces, clamping plate and two interfacing parts are welded together or links into an integrated entity with securing member.Its alternative is, the every pair of junction plate outer face of each support and the corresponding extension end face of upper holding board and lower holding board, the corresponding extension end face of the every pair of junction plate outer face and upper holding board and lower holding board docks with an end of biside plate, two top boards and the base plate of described U font girder steel respectively, fuses by butt welding or clamping connection.(3) overlapping mode: every pair of junction plate outer face of each support exceeds the corresponding extension end face of upper holding board and lower holding board, and respectively with the end overlap joint of the biside plate of described U font girder steel, fuse by joint welding or with securing member, and the corresponding extension end face of upper holding board and lower holding board docks with two top boards of U font girder steel and an end of base plate respectively, fuses by butt welding or clamping connection.
Building unit of the present invention has following advantage: (one) only needs the support of several typical constructions is made up, and just can obtain to be suitable for to be welded on the girder steel support on the steel pipe column of whole building building different parts; Owing to be fabricated structure, do not need to be inserted in, thereby be not subjected to any restriction of building structure from the steel pipe column top, it is flexible to construct, and can segmentation multilayer (for example 4 layers) construct simultaneously, thereby shortens construction period greatly; (2) the special U font girder steel of Cai Yonging, but double as template, casting reinforced concrete in girder steel, the supporting capacity of this special composite beam of formation is that conventional girder steel or reinforced concrete beam are incomparable; (3) owing to need on steel pipe column, not hole or operation such as fluting, help improving whole building building structure intensity.For example, adopt the steel pipe column and the building unit of the present invention of the fluid concrete of diameter 300mm, just can build up the overall structure in floor rooms 30, the conventional steel concrete square column of alternative 600mm * 600mm, reduce the shared building area about 75% of column, enlarge usable floor area about 5%, and can reduce the cost of unit building area; (4) because the shape of the member of various supports is uniform, methods such as available mechanical stamping-out are shaped, thereby are particularly suitable for producing in enormous quantities, the construction quality that helps improving the utilization rate of material and guarantee member; (5) evidence, the overall structure that the steel pipe column of fluid concrete and building unit of the present invention form has good earthquake resisting performance;
Several embodiment below in conjunction with accompanying drawing provides describe the present invention in detail.Wherein:
Fig. 1 is a phantom drawing, schematically illustrates according to the present invention to be positioned at a kind of embodiment that the girder steel support on the steel pipe column of mid portion is built in whole building, comprises each the U font girder steel that is attached thereto;
Fig. 2 is the vertical view according to girder steel support embodiment of the present invention and each U font girder steel shown in Figure 1;
Fig. 3 is a phantom drawing, schematically illustrates a kind of embodiment that forms the standard carriage of girder steel support shown in Figure 1 according to the present invention;
Fig. 4 is a phantom drawing, schematically illustrates according to the present invention to form the standard carriage of girder steel support shown in Figure 1 and a kind of assembling form of U font girder steel;
Fig. 5 is a phantom drawing, schematically illustrates according to the present invention to be positioned at the another kind of embodiment that the girder steel support on the steel pipe column of mid portion is built in whole building, comprises each the U font girder steel that is attached thereto;
Fig. 6 is a phantom drawing, schematically illustrates a kind of embodiment that forms the standard carriage of girder steel support shown in Figure 5 according to the present invention;
Fig. 7 is a phantom drawing, schematically illustrates a kind of assembling form of standard carriage shown in Figure 6 and U font girder steel;
Fig. 8 is a phantom drawing, schematically illustrates a kind of alternative embodiment of standard carriage shown in Figure 6;
Fig. 9 is a phantom drawing, schematically illustrates a kind of assembling form of standard carriage alternative embodiment shown in Figure 8 and U font girder steel;
Figure 10 is a phantom drawing, schematically illustrates another alternative embodiment of standard carriage shown in Figure 6;
Figure 11 is a phantom drawing, schematically illustrates a kind of assembling form of standard carriage alternative embodiment shown in Figure 10 and U font girder steel;
Figure 12 is a vertical view, schematically illustrates according to the present invention to be positioned at the another kind of embodiment that the girder steel support on the steel pipe column of mid portion is built in whole building, comprises each the U font girder steel that is attached thereto;
Figure 13 is a phantom drawing, schematically illustrates according to the present invention to be positioned at a kind of embodiment of the girder steel support on the steel pipe column of putting in order building building corner part and each the U font girder steel that is attached thereto;
Figure 14 is the vertical view of girder steel support embodiment shown in Figure 13 and each U font girder steel of being attached thereto;
Figure 15 is a phantom drawing, schematically illustrates according to the present invention to be positioned at the another kind of embodiment of the girder steel support on the steel pipe column of putting in order building building corner part and each the U font girder steel that is attached thereto;
Figure 16 is a vertical view, schematically illustrates according to the present invention to be positioned at another embodiment of the girder steel support on the steel pipe column of putting in order building building corner part and each the U font girder steel that is attached thereto;
Figure 17 is a decomposition diagram, schematically illustrates according to the present invention to be positioned at a kind of preferred embodiment of the girder steel support on the steel pipe column of putting in order building building corner part and each the U font girder steel that is attached thereto;
Figure 18 schematically illustrates girder steel support preferred embodiment shown in Figure 17 and the vertical view of the U font girder steel that is attached thereto;
Figure 19 is a decomposition diagram, schematically illustrates according to the present invention to be positioned at a kind of each U font girder steel of replacing form and being attached thereto that the preferred embodiment of the girder steel support on the steel pipe column of corner part is built in whole building;
Figure 19 A, 19B and 19C are phantom drawing, and the various alternative embodiments that the girder steel support preferred embodiment on the steel pipe column of corner part is built in whole building that are positioned at shown in Figure 17 are shown respectively;
Figure 20 is a phantom drawing, schematically illustrates according to the present invention to be positioned at a kind of embodiment that the girder steel support on the steel pipe column of peripheral part is built in whole building, comprises each the U font girder steel that is attached thereto;
Figure 21 schematically illustrates the vertical view of each the U font girder steel that is positioned at a kind of embodiment of the girder steel support on the steel pipe column of putting in order building building peripheral part and is attached thereto shown in Figure 20;
Figure 22 is a vertical view, schematically illustrates according to the present invention to be positioned at the another kind of embodiment that the girder steel support on the steel pipe column of peripheral part is built in whole building, comprises each the U font girder steel that is attached thereto;
Figure 23 is a phantom drawing, schematically illustrates a kind of replacement form that the girder steel support embodiment on the steel pipe column of peripheral part is built in whole building that is positioned at shown in Figure 20, comprises each the U font girder steel that is attached thereto;
Figure 24 is a phantom drawing, schematically illustrates according to the present invention to be positioned at a kind of preferred embodiment that the girder steel support on the steel pipe column of peripheral part is built in whole building, comprises each the U font girder steel that is attached thereto.
Figure 25 is the vertical view of each the U font girder steel that is positioned at the girder steel support preferred embodiment on the steel pipe column of putting in order building building peripheral part and is attached thereto shown in Figure 24;
Figure 26 is a phantom drawing, schematically illustrates a kind of replacement form that the preferred embodiment of the girder steel support on the steel pipe column of peripheral part is built in whole building that is positioned at shown in Figure 24, comprises each the U font girder steel that is attached thereto.
Referring to Fig. 1 and 2, schematically illustrate among the figure be positioned at whole building building mid portion according to building component for steel structure building of the present invention, comprise the fluid concrete (not shown) steel pipe column 1, be welded on the steel pipe column girder steel support on 1 and be fixed in U font girder steel 2 between the girder steel support, U font girder steel 2 has two the perpendicular side plate 2b that are parallel to each other, 2b, one connects the horizonal base plate 2c of biside plate lower limb and from biside plate top edge along continuous straight runs outward extending two top board 2a, 2a.This girder steel support is made of 4 supports 3 around described steel pipe column 1, forms overall structure by welding.
Fig. 3 schematically illustrates a kind of embodiment of a support 3 in 4 same supports forming girder steel support shown in Fig. 1 and 2, and this support 3 is vertically set on by the upper holding board 3a that be arranged in parallel, lower holding board 3c with along parallel steel tube column diameter direction that a pair of junction plate 3b forms between upper holding board 3a and the lower holding board 3c.Referring to Fig. 1,2 and 3, the upper holding board 3a of each standard carriage and lower holding board 3c have an arc surface that cooperates with the external cylindrical surface of described steel pipe column 1 respectively, and its central angle alpha=90 °, one are around body part of this arc surface and the extension that extends radially outward along every pair of junction plate trend from separately body part.This support can self the combination also can with the holder combination of following other type that will address, have bigger versatility, so be called " standard carriage ".Form four pairs of junction plates on the girder steel support that 4 standard carriage are formed, the angle between the two pairs of adjacent junction plates is 90 °, and every couple of junction plate 3b, 3b and the corresponding extension of upper holding board 3a and lower holding board 3c and an end of described U font girder steel are fixed together.
Referring to Fig. 3, the specific structural details of above-mentioned standard carriage 3 shown in the figure.A pair of junction plate 3b, 3b outer face and the upper holding board 3a of this support 3 and the corresponding extension end face of lower holding board 3c, the part of upper holding board 3a between every couple of junction plate 3b has a radially outwardly open breach, thereby on described support, form by a pair of junction plate 3b, the U font groove that 3b and lower holding board 3c constitute, described breach both sides at described upper holding board form a bead respectively, and each bead is provided with a plurality of through holes 7.
Fig. 4 is a phantom drawing, schematically illustrates the standard carriage 3 of composition girder steel support shown in Figure 1 and a kind of assembling form of U font girder steel.After one end of U font girder steel inserted described U font groove, two top board 2a of U font girder steel, 2a described two beads proper and standard carriage overlap, its overlap also is provided with the through hole coaxial with described a plurality of through hole 7, after in each through hole 7, penetrating bolt 4 and fastening nut, just can easily U font girder steel be fixed on the support 3.Certainly, also can adopt other fastening means, for example joint welding or adopt other securing member is as rivet etc.
Fig. 5 is a phantom drawing, schematically illustrates according to the present invention to be positioned at the another kind of embodiment that the girder steel support on the steel pipe column of mid portion is built in whole building, comprises each the U font girder steel 2 that is attached thereto, and this girder steel support is made of 4 standard carriage 3 equally.Fig. 6 is a phantom drawing, schematically illustrates the concrete structure of the standard carriage 3 of forming girder steel support shown in Figure 5.As shown in the figure, the corresponding extension end face of a pair of junction plate 3b, 3b outer face and the upper holding board 3a of this support 3, the extension end face of the lower holding board 3c of this support 3 exceeds corresponding a pair of junction plate 3b, 3b outer face.On its upper holding board 3a and the two junction plate 3b, respectively be provided with a plurality of through holes.
Fig. 7 is a phantom drawing, schematically illustrates a kind of assembling form of standard carriage 3 shown in Figure 6 and U font girder steel.As shown in the figure, U font girder steel 2 is placed on the extension of lower holding board 3C of this standard carriage 3, because two junction plate 3b of this standard carriage 3, the spacing of 3b is chosen as the both sides 2b with U font girder steel 2, the spacing of 2b is identical, its upper holding board 3a soffit is chosen as two top board 2a with U font girder steel apart from the height of lower holding board 3c upper surface, the soffit of 2a is identical apart from the height of base plate 2c soffit, thereby can make the upper holding board 3a and the two junction plate 3b of this standard carriage 3,3b respectively with two top board 2a of U font girder steel, 2a and biside plate 2b, 2b butt joint.Two top board 2a of U font girder steel, 2a and biside plate 2b, the joint of 2b also is provided with a plurality of through holes.The outside of two interfacing parts is provided with two clamping plate 5,5 that coat two upper surface junction surfaces and two clamping plate 6,6 that coat two engage sides portions, after bolt 4 being passed above-mentioned a plurality of through holes of corresponding a plurality of through holes of being located on each clamping plate and two joints, screw nut and just can easily U font girder steel be fixed on the support 3.Certainly, also can adopt other fastening means, for example weld or adopt other securing member, as rivet etc.
Fig. 8 is a phantom drawing, schematically illustrates a kind of alternative embodiment of standard carriage 3 shown in Figure 6.Different with standard carriage shown in Figure 63 is the extension end face of its lower holding board 3c and two junction plate 2b, the outer face of 2b and upper holding board 3c end face.Fig. 9 is a phantom drawing, schematically illustrates a kind of assembling form of standard carriage shown in Figure 83 and U font girder steel, except that the extension outer face of the base plate 2c of U font girder steel and the lower holding board 3c of this standard carriage 3 by overlap joint become dock, all the other are all identical.
Figure 10 is a phantom drawing, schematically illustrates another alternative embodiment of standard carriage shown in Figure 6.Different with standard carriage shown in Figure 63 is, the extension end face of its upper holding board 3a and the extension end face of lower holding board 3c, and two junction plate 3b, the outer face of 3b exceeds the extension end face of upper holding board 3a and the extension end face of lower holding board 3c.Its upper holding board 3a and each junction plate 3b are provided with a plurality of through holes.Figure 11 is a phantom drawing, schematically illustrate a kind of assembling form of standard carriage 3 shown in Figure 10 and U font girder steel 2, suitably select relevant size, just can make it the extension end face of upper holding board 3a and the extension end face of lower holding board 3c respectively with two top board 2a of U font girder steel, 2a and base plate 2c butt joint, make its two junction plate 3b simultaneously, the biside plate 2b of 3b and U font girder steel 2,2b overlap joint.Two top board 2a of U font girder steel, the docking section of 2a also is provided with a plurality of through holes, its biside plate 2b, the lap-joint of 2b is provided with corresponding a plurality of through holes.Two joints are provided with two clamping plate 5,5 that coat two upper surface junction surfaces, and each clamping plate 5 is provided with corresponding a plurality of through holes.By each bolt 4 is passed the through hole of above-mentioned butt joint and each associated part of lap-joint, and screw nut, just can easily this standard carriage 3 be fixed together with U font girder steel.Certainly, also can adopt other affixed mode, for example weld or adopt other securing member, as rivet etc.
Figure 12 schematically illustrates according to the present invention and is positioned at the another kind of embodiment that the girder steel support on the steel pipe column of mid portion is built in whole building, comprises each the U font girder steel that is attached thereto.Wherein the girder steel support is spliced by 2 identical supports 3 ', 3 ', the central angle alpha of the described arc surface on each support '=180 °, each support has two pairs of junction plates, and the angle between adjacent two pairs of junction plates is 90 °.This support reality can be regarded two " standard carriage " of a shared upper holding board and a lower holding board as, so be called " disjunctor support ".Its upper holding board 3 ' a, lower holding board and each can be selected Fig. 3-4,6-7,8-9, any among the 10-11 for use to the junction surface structure and the affixed mode of junction plate (not shown) and U font girder steel.
Figure 13 is a phantom drawing, schematically illustrates according to the present invention to be positioned at a kind of embodiment of the girder steel support on the steel pipe column of putting in order building building corner part and two U font girder steels that are attached thereto; Figure 14 is the vertical view of girder steel support embodiment shown in Figure 13 and the U font girder steel that is attached thereto.As shown in the figure, this girder steel support is spliced by two standard carriage shown in Figure 3, and adopts identical and affixed mode U font girder steel shown in Figure 4, and detail no longer repeats.
Figure 15 is a phantom drawing, schematically illustrates according to the present invention to be positioned at the another kind of embodiment of the girder steel support on the steel pipe column of putting in order building building corner part and two U font girder steels that are attached thereto.As shown in the figure, this girder steel support is spliced by two standard carriage shown in Figure 6, and adopts identical and affixed mode U font girder steel shown in Figure 7, and detail also no longer repeats.
From the structure of above-mentioned various " standard carriage " 3 as can be seen, be positioned at the girder steel support on the steel pipe column of putting in order building building corner part, obviously can be spliced by 2 above-mentioned various standard carriage 3, and can adopt the affixed mode of corresponding and U font girder steel, repeat no more herein.
Figure 17 is a decomposition diagram, schematically illustrate a kind of preferred embodiment of the girder steel support on the steel pipe column that is positioned at whole building building corner part and each the U font girder steel that is attached thereto, this girder steel support is by 2 symmetrical supports 3 ", 3 " be spliced, each support has a pair of junction plate 3 " b, 3 " b, the angle between the two pairs of junction plates is 90 °.Figure 18 schematically illustrates girder steel support preferred embodiment shown in Figure 17 and the vertical view of the U font girder steel that is attached thereto, as shown in the figure, the upper holding board 3 of the central angle alpha of the described arc surface on each support " between 90 °～130 °; each support 3 " " a and lower holding board 3 " c has the side E of the parallel junction plate separately with of a radially public side F, and this radially public side F just in time is the axial symmetry center of two described " symmetrical supports " on this view.Thereby wrap angle sigma "＞180 °; the help " a and 3 that the girder steel support that is spliced into is formed steel pipe column with last lower holding board 3 " c acts on pulling force on the steel pipe column and passes to concrete in the steel pipe column; and make the stress distribution of steel pipe column even, the whole building building structure gabarit cardinal principle of also favourable simultaneously maintenance is smooth.Evidence, the central angle of the described arc surface on each support is between 105 °～115 °, and effect is more obvious.
Figure 17 also schematically illustrates the above-mentioned symmetrical support 3 that constitutes girder steel support on the steel pipe column that is positioned at whole building building corner part "; 3 " and a kind of built-in structure of each the U font girder steel that is attached thereto: each support 3 " a pair of junction plate 3 " b; 3 " the outer face of b and upper holding board 3 " a and lower holding board 3 " the corresponding extension end face of c, upper holding board 3 " a is between every pair of junction plate 3 " b; 3 " part between the b has a radially outwardly open breach, thereby on described support, form by a pair of junction plate 3 " b; 3 " b and lower holding board 3 " the U font groove that constitutes of c, and form two beads in the described breach both sides of described upper holding board.After one end of U font girder steel inserted described U font groove, two top boards of U font girder steel just overlap with described two beads, two overlap is provided with a plurality of coaxial through holes, in each through hole, penetrate bolt and fastening nut after, just can easily U font girder steel be fixed on the support 3.Certainly, also can adopt other fastening means, for example joint welding or adopt other securing member is as rivet etc.This built-in structure is identical with the built-in structure of standard carriage shown in Fig. 3 and 4.
Figure 19 is a decomposition diagram, schematically illustrate according to the present invention and be positioned at a kind of each U font girder steel of replacing form and being attached thereto that the preferred embodiment of the girder steel support on the steel pipe column of corner part is built in whole building, and wherein symmetrical support 3 is shown "; 3 " another kind of built-in structure with U font girder steel: each support 3 " a pair of junction plate 3 " b; 3 " the outer face of b and upper holding board 3 " the corresponding extension end face of a, each is to junction plate 3 " b; 3 " the outer face of b and upper holding board 3 " a corresponding extension end face respectively with the biside plate 2b of U font girder steel; 2b and two top board 2a; the end butt joint of 2a.Each support 3 " lower holding board 3 " the extension end face of c exceeds corresponding a pair of junction plate 3 " b, 3 " the b outer face, with the end overlap joint of the described base plate of described U font girder steel.Each support 3 " a pair of junction plate 3 " b, 3 " b and upper holding board 3 " biside plate 2b, 2b and two top board 2a, the 2a joint of a and U font girder steel be respectively equipped with a plurality of through holes, the upper surface of two interfacing parts is provided with two clamping plate 5,5 that coat two junction surfaces, the side of two interfacing parts is provided with two clamping plate 6,6 that coat two junction surfaces, after bolt passed corresponding a plurality of through holes of being located on each clamping plate and be located at above-mentioned a plurality of through holes of two joints, screw nut and just can easily U font girder steel be fixed on the support 3.Certainly, also can adopt other fastening means, for example weld or adopt other securing member, as rivet etc.This built-in structure is identical with the built-in structure of standard carriage shown in Fig. 6 and 7.
Figure 19 A, 19B and 19C are phantom drawing, illustrate respectively to form the symmetrical support 3 that the preferred embodiment of the girder steel support on the steel pipe column of corner part is built in whole building that is positioned at shown in Figure 17 " various alternative embodiments.Different with symmetrical support shown in Figure 17 is, in Figure 19 A, symmetry support 3 " adopted and built-in structure U font girder steel identical with standard carriage shown in Figure 63, thereby can adopt and standard carriage shown in Figure 73 and the identical affixed mode of the affixed mode of U font girder steel; In Figure 19 B, symmetrical support 3 " adopted and built-in structure U font girder steel identical with standard carriage shown in Figure 83, thereby can adopt and standard carriage shown in Figure 93 and the identical affixed mode of the affixed mode of U font girder steel; In Figure 19 C, symmetrical support 3 " adopted and built-in structure U font girder steel identical with standard carriage shown in Figure 10 3, thereby can adopt and standard carriage shown in Figure 11 3 and the identical affixed mode of the affixed mode of U font girder steel.
Figure 20 is a phantom drawing, schematically illustrates a kind of embodiment of the girder steel support on the steel pipe column that is positioned at whole building building peripheral part, comprises each the U font girder steel that is attached thereto; Figure 21 schematically illustrates girder steel support embodiment shown in Figure 20 and the vertical view of each U font girder steel of being attached thereto.As shown in the figure, this girder steel support is spliced by 3 standard carriage 3 shown in Figure 3, the structure of each standard carriage 3 and shown in Figure 3 identical, and can adopt shown in Figure 4 and affixed mode U font girder steel, repeat no more herein.
Figure 22 is a phantom drawing, schematically illustrates another embodiment of the girder steel support on the steel pipe column that is positioned at whole building building peripheral part, comprises each the U font girder steel that is attached thereto.As shown in the figure, this girder steel support is spliced by 3 standard carriage 3 shown in Figure 6, the structure of each standard carriage 3 and shown in Figure 6 identical, and can adopt shown in Figure 7 and built-in structure U font girder steel, repeat no more herein.
Figure 23 is a vertical view, schematically illustrates the another kind of embodiment of the girder steel support on the steel pipe column that is positioned at whole building building peripheral part, comprises each the U font girder steel that is attached thereto.As shown in the figure, this girder steel support is spliced by 1 standard carriage 3 shown in Figure 3 and 1 " disjunctor support " 3 ' shown in Figure 12, wherein the structure of standard carriage 3 and disjunctor support 3 ' was done explanation in front, can select the affixed mode of above-mentioned various standard carriage for use with the built-in structure of U font girder steel, repeat no more herein.
Figure 24 schematically illustrates a kind of preferred embodiment of girder steel support on the steel pipe column that is positioned at whole building building peripheral part, comprises each the U font girder steel that is attached thereto; Figure 25 is the vertical view of girder steel support preferred embodiment shown in Figure 24 and each U font girder steel of being attached thereto.As shown in the figure, this girder steel support is spliced by 3 supports, and middle support adopts standard carriage 3, two side stands shown in Figure 3, adopts the symmetrical support 3 shown in Figure 17 and 18 ", 3 ".With the affixed mode of U font girder steel, employing and Fig. 4 and identical form shown in Figure 17, no longer repeat specification respectively.
Figure 26 is a phantom drawing, schematically illustrates a kind of replacement form that the preferred embodiment of the girder steel support on the steel pipe column of peripheral part is built in whole building that is positioned at shown in Figure 24, comprises each the U font girder steel that is attached thereto.This girder steel support also is spliced by 3 supports, different with preferred embodiment shown in Figure 24 is, middle support adopts standard carriage 3 shown in Figure 6, the bilateral symmetry support adopts the symmetrical support 3 shown in Figure 19 A ", 3 ", affixed mode with U font girder steel, can adopt form same as shown in Figure 7, no longer repeat specification.
Above-mentioned several embodiment is only for the usefulness that the present invention is described; and be not to be limitation of the present invention; the those of ordinary skill in relevant technologies field; under the situation that does not break away from the spirit and scope of the present invention; can also make various variations and modification; all technical schemes that are equal to also should belong to category of the present invention, and scope of patent protection of the present invention should be limited by each claim.
Claims (16)
1. building component for steel structure building, the a plurality of steel pipe columns that comprise fluid concrete, the girder steel support on each steel pipe column can be welded on and girder steel between the girder steel support can be fixed in, it is characterized in that: described girder steel is the U font, have two perpendicular side plate that are parallel to each other, one connects the horizonal base plate of biside plate lower limb and from outward extending two top boards of biside plate top edge along continuous straight runs, described girder steel support is configured to by at least one of welding around described steel pipe column, described support is by upper holding board that be arranged in parallel and lower holding board, and form along at least one pair of junction plate that parallel steel tube column diameter direction is vertically set between upper holding board and the lower holding board, form overall structure by welding, described upper holding board and lower holding board have an arc surface that cooperates with the external cylindrical surface of described steel pipe column respectively, an extension that centers on a body part of this arc surface and move towards extension from body part separately along every pair of junction plate, form at least two pairs of junction plates on the described girder steel support, the every pair of junction plate and the corresponding extension of upper holding board and lower holding board and an end of described U font girder steel are fixed together.
2. building unit according to claim 1 is characterized in that: described girder steel support is spliced by 4 identical supports, the central angle alpha of the described arc surface on each support=90 °, and each support has a pair of junction plate.
3. building unit according to claim 1, it is characterized in that: described girder steel support is spliced by 2 identical supports, the central angle alpha of the described arc surface on each support '=180 °, each support has two pairs of junction plates, and the angle between adjacent two pairs of junction plates is 90 °.
4. building unit according to claim 1 is characterized in that: described girder steel support is spliced by 2 identical supports, the central angle alpha of the described arc surface on each support=90 °, and each support has a pair of junction plate.
5. building unit according to claim 1 is characterized in that: described girder steel support is configured to the central angle alpha of the described arc surface on this support by 1 '=180 °, each support has two pairs of junction plates, and the angle between the two pairs of junction plates is 90 °.
6. building unit according to claim 1, it is characterized in that: described girder steel support is spliced by 2 symmetrical supports, each support has a pair of junction plate, angle between the two pairs of junction plates is 90 °, the central angle alpha of the described arc surface on each support " between 90 °～130 °, the upper holding board of each support and lower holding board have the side of the parallel junction plate separately with of a radially public side.
7. building unit according to claim 6 is characterized in that: the central angle alpha of the described arc surface on each support " between 105 °～115 °.
8. building unit according to claim 1 is characterized in that: described girder steel support is spliced by 3 identical supports, and the central angle of the described arc surface on each support is 90 °, and each support has a pair of junction plate.
9. building unit according to claim 1, it is characterized in that: described girder steel support is spliced by 2 supports, the central angle alpha of the described arc surface on one of them support=90 °, has a pair of junction plate, the central angle alpha of the described arc surface of another support '=180 °, have two pairs of junction plates, the angle between adjacent two pairs of junction plates is 90 °.
10. building unit according to claim 1, it is characterized in that: described girder steel support is spliced by 3 supports, central angle alpha=90 of the described arc surface on the middle support °, the central angle alpha of the described arc surface on two side stands " between 90 °～130 °; and have the side of the parallel junction plate separately of side radially with one; each support has a pair of junction plate, and the angle between adjacent two pairs of junction plates is 90 °.
11. building unit according to claim 10 is characterized in that: the central angle alpha of the described arc surface on two side stands " between 105 °～115 °.
12. according to claim 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8 or 9 or 10 or 11 described building units, it is characterized in that: the part of the upper holding board of each support between every pair of junction plate has a radially outwardly open breach, thereby on described support, form the U font groove that constitutes by every pair of junction plate and lower holding board, described breach both sides at described upper holding board form two beads, the corresponding extension end face of the every pair of junction plate outer face and upper holding board, one end of described U font girder steel inserts described U font groove, two top boards of described U font girder steel and described two beads overlap joint fuse by joint welding or with securing member.
13. building unit according to claim 12 is characterized in that: each extension end face of the lower holding board of each support flushes with corresponding a pair of junction plate outer face.
14. according to claim 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8 or 9 or 10 or 11 described building units, it is characterized in that: the every pair of junction plate outer face of each support and the corresponding extension end face of upper holding board, dock with the biside plate of described U font girder steel and an end of two top boards respectively with the corresponding extension end face of upper holding board every pair of junction plate outer face, fuse by butt welding or clamping connection, each extension end face of the lower holding board of each support exceeds corresponding a pair of junction plate outer face, with the end overlap joint of the described base plate of described U font girder steel.
15. according to claim 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8 or 9 or 10 or 11 described building units, it is characterized in that: the every pair of junction plate outer face of each support and the corresponding extension end face of upper holding board and lower holding board, the corresponding extension end face of the every pair of junction plate outer face and upper holding board and lower holding board docks with an end of biside plate, two top boards and the base plate of described U font girder steel respectively, fuses by butt welding or clamping connection.
16. according to claim 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8 or 9 or 10 or 11 described building units, it is characterized in that: every pair of junction plate outer face of each support exceeds the corresponding extension end face of upper holding board and lower holding board, and respectively with the end overlap joint of the biside plate of described U font girder steel, fuse by joint welding or with securing member, and the corresponding extension end face of upper holding board and lower holding board docks with two top boards of U font girder steel and an end of base plate respectively, fuses by butt welding or clamping connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99109701 CN1241668A (en) | 1999-07-07 | 1999-07-07 | Building component for steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 99109701 CN1241668A (en) | 1999-07-07 | 1999-07-07 | Building component for steel structure building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1241668A true CN1241668A (en) | 2000-01-19 |
Family
ID=5274095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 99109701 Pending CN1241668A (en) | 1999-07-07 | 1999-07-07 | Building component for steel structure building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN1241668A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101265724B (en) * | 2008-03-27 | 2010-04-14 | 上海交通大学 | Run-through steel plate type square steel tube concrete column and axle i-beam node |
| CN101748795B (en) * | 2008-12-15 | 2011-03-09 | 徐涛 | Butt connecting component for light steel structured housing construction |
| CN102330472A (en) * | 2011-05-05 | 2012-01-25 | 杨东佐 | Connecting element for building framework structures |
| WO2015024537A3 (en) * | 2013-08-21 | 2015-04-16 | 深圳市中科利亨车库设备有限公司 | Garage steel frame and installation technique |
| CN107034988A (en) * | 2017-04-27 | 2017-08-11 | 重庆大学 | A kind of assembling frame system of use hot rolling not uniform thickness U-shaped steel combination beam |
| WO2019200726A1 (en) * | 2018-04-20 | 2019-10-24 | 青岛理工大学 | Assembled intelligent node with particle damping bin energy consumption, and method for installing same |
| CN111364624A (en) * | 2020-04-14 | 2020-07-03 | 重庆渝建实业集团股份有限公司 | Novel steel-concrete combined beam column joint |
| CN113431197A (en) * | 2021-06-24 | 2021-09-24 | 山西建投五岳建设工程有限公司 | Movable combined type canopy and construction method thereof |
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1999
- 1999-07-07 CN CN 99109701 patent/CN1241668A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101265724B (en) * | 2008-03-27 | 2010-04-14 | 上海交通大学 | Run-through steel plate type square steel tube concrete column and axle i-beam node |
| CN101748795B (en) * | 2008-12-15 | 2011-03-09 | 徐涛 | Butt connecting component for light steel structured housing construction |
| CN102330472A (en) * | 2011-05-05 | 2012-01-25 | 杨东佐 | Connecting element for building framework structures |
| CN102330472B (en) * | 2011-05-05 | 2013-09-11 | 杨东佐 | Connecting element for building framework structures |
| WO2015024537A3 (en) * | 2013-08-21 | 2015-04-16 | 深圳市中科利亨车库设备有限公司 | Garage steel frame and installation technique |
| CN107034988A (en) * | 2017-04-27 | 2017-08-11 | 重庆大学 | A kind of assembling frame system of use hot rolling not uniform thickness U-shaped steel combination beam |
| WO2019200726A1 (en) * | 2018-04-20 | 2019-10-24 | 青岛理工大学 | Assembled intelligent node with particle damping bin energy consumption, and method for installing same |
| JP2020526686A (en) * | 2018-04-20 | 2020-08-31 | 青▲島▼理工大学Ｑｉｎｇｄａｏ Ｕｎｉｖｅｒｓｉｔｙ Ｏｆ Ｔｅｃｈｎｏｌｏｇｙ | Assembled intelligent node with energy dissipation by particle damping chamber and its mounting method |
| US10961696B2 (en) | 2018-04-20 | 2021-03-30 | Qingdao university of technology | Fabricated intelligent joint provided with particle damping chambers for energy dissipation and assembly method |
| CN111364624A (en) * | 2020-04-14 | 2020-07-03 | 重庆渝建实业集团股份有限公司 | Novel steel-concrete combined beam column joint |
| CN111364624B (en) * | 2020-04-14 | 2022-05-17 | 渝建实业集团股份有限公司 | Steel-concrete combined beam column joint |
| CN113431197A (en) * | 2021-06-24 | 2021-09-24 | 山西建投五岳建设工程有限公司 | Movable combined type canopy and construction method thereof |
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