CN202627209U - Beam column connecting piece and building framework structure - Google Patents
Beam column connecting piece and building framework structure Download PDFInfo
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- CN202627209U CN202627209U CN 201120576386 CN201120576386U CN202627209U CN 202627209 U CN202627209 U CN 202627209U CN 201120576386 CN201120576386 CN 201120576386 CN 201120576386 U CN201120576386 U CN 201120576386U CN 202627209 U CN202627209 U CN 202627209U
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Abstract
Provided is a beam column connecting piece and a framework structure. The beam column connecting piece comprises a beam column connecting piece body, a vertical column inserting connector and a beam inserting connector, wherein the beam column connecting piece body, the vertical column inserting connector and the beam inserting connector are integrally formed. The beam inserting connector comprises a first supporting part and a first fixing part, wherein the first supporting part is used to directly support a lower wing plate of a cross beam, the first fixing part is arranged right above the first supporting part and horizontally arranged in protruding mode along the side face of the beam column connecting piece body, and the first fixing part is fixed with a web plate of the cross beam. The distance between the first fixing part and the first supporting part in the vertical direction is longer than the thickness of the lower wing plate of the cross beam, and the width of the first fixing part in the vertical direction is shorter than the distance between two opposite surfaces of two wing plates of the cross beam. The beam inserting connector further comprises a blocking part which is used to block the end portion of a vertical column. The beam column connecting piece has the advantages that the H-shaped or the lying-H shaped end portion of the cross beam does not need to be processed, multiple connecting and fixing positions exist, connecting joints are stable, firm and reliable, and strength and rigidity of connecting positions are high; and the building framework structure is convenient to mount, few in process and low in working intensity.
Description
Technical field
The utility model relates to the beam column connector and the building frame construction of buildings such as a kind of house, booth, exhibition booth, bridge, particularly relates to a kind of beam column connector and frame construction of building construction framework steel work.
Background technology
In application number was 201110114982.3 patent of invention, a kind of beam column connector and forming method, building frame construction and mounting method were disclosed.The beam column connector comprises integrated beam column connector body, column connection-peg, horizontal support joint.Though having, this patent significantly reduces the connecting link that bolt etc. is fastenedly connected or welds; Greatly reduce stress concentrations between beam and column or beam and beam link position and make link position stressed poor, connect fragile defective; Thereby improve installation effectiveness and function of seismic resistance, application life, the safety in utilization of building frame construction greatly, beam column connector standardization in enormous quantities such as produces in advance at advantage.In this patent, be H shaped steel or I-steel for crossbeam is installed, the end of crossbeam is processed into the T font, increases operation, raises the cost; End face at the side protuberance of each horizontal support joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form storage tanks, on each sidewall of storage tank, are provided with securing member retaining thread hole; The horizontal part (upper flange) of the T font end of crossbeam directly is supported on the end face of spacing protuberance; Vertical component effect (web) is contained in the storage tank; The vertical component effect butt that passes the T font end of securing member retaining thread hole and crossbeam through securing member is fixed crossbeam and two spacing protuberances; Only vertical component effect is connected with two spacing protuberances through securing member and fixes, and the connection permanent position is few, influences the bonding strength and the rigidity of junction; And owing to have the gap between vertical component effect and storage tank, can't crossbeam and beam column connector be completely fixed together with securing member, have rocking of certain interval between crossbeam and beam column connector, so also must spot welding fix after fixing with securing member.
Summary of the invention
First technical problem that the utility model will solve provide a kind of to connected H type or I shape crossbeam, column directly supports or directly supported, beam-end need not process directly can connect, the web of beam-end is connected the beam column connector of fixing respectively with lower wing plate.
Second technical problem that the utility model will solve provides between a kind of crossbeam, column, the beam column connector directly and supports each other, beam-end need not process directly can be connected with the beam column connector, the web and the lower wing plate of beam-end be connected the building frame construction of fixing respectively with the beam column connector.
The 3rd technical problem that the utility model will solve provide a kind of easily and fast, the mounting method of labour-saving building frame construction.
A kind of beam column connector; Comprise integrated beam column connector body; Need and the post end of the vertical level fixing column connection-peg of pegging graft, directly support the beam connection-peg that H type parallel with horizontal plane or I shape crossbeam, along continuous straight runs protrude beam column connector body; The beam connection-peg comprises first support portion of direct supporting traverse lower wing plate, be arranged on directly over first support portion, along beam column connector body side level be convexly equipped with, with the first fixing fixed part of the web of crossbeam; The distance of vertical direction is greater than the thickness of crossbeam lower wing plate between first fixed part and first support portion, and the width of the first fixed part vertical direction is less than the distance between relative two faces of crossbeam two wing plates; Also be provided with the blocking part of keeping out post end.
As the improvement of scheme one, the beam connection-peg also comprise be arranged on first fixed part directly over, level is convexly equipped with, cooperates and be fixed together with the crossbeam upper flange from beam column connector body side second fixed part; The distance of vertical direction is greater than the thickness of crossbeam upper flange between first fixed part and second fixed part.
Improvement as scheme one; The beam connection-peg is more than two; First support portion of adjacent two beam connection-pegs links together and protrudes beam column connector body; Can improve the intensity and the rigidity of beam column connector greatly, not yielding when the beam column connector bears very big power yet, particularly improve the intensity and the rigidity of first support portion greatly.
As the improvement of scheme one, the beam connection-peg also comprises the vertical rib that connects first support portion and second fixed part, connects the horizontal rib of first fixed part and vertical rib, is arranged on the vertical rib, opening is the emptiness avoiding hole of horizontal direction.Vertical rib; Further improve the intensity and the rigidity of first support portion, second fixed part; Laterally rib improves the intensity and the rigidity of first fixed part greatly; Also not yielding when making first fixed part bear very big power, emptiness avoiding hole is convenient to install and fix the securing member of first fixed part and cantilever diaphragm.
As the improvement of scheme one, the beam connection-peg also comprises the reinforcing rib of a side of side connecting first fixed part and beam column connector body.Reinforcing rib improves the intensity and the rigidity of first fixed part greatly, and simple in structure, and the securing member that installs and fixes first fixed part and cantilever diaphragm is convenient.
As the common improvement of scheme one to five, the column connection-peg comprises that the cross section of ccontaining post end is the containing hole of closed loop; Containing hole partly or entirely is molded in the beam column connector body.Column is inserted in the beam column connector, and closed-loop structure is wrapped column, when receiving external force factors such as wind-force, earthquake at column and rocking, and not yielding, the cracking of beam column connector, the shock resistance and the life-span of improving the beam column connector.
As the common improvement of scheme one to five, column is H type or I shape column, and the column connection-peg comprises and also comprises from the blocking part and vertically be convexly equipped with, fix, place the 3rd fixed part in the containing hole with the web of column; The distance of relative two medial surfaces with the column connection-peg of the 3rd fixed part is greater than the thickness of column wing plate, and the width of the 3rd fixed part is less than the distance between relative two faces of two wing plates of column.The web of post end is connected fixing with the 3rd fixed part; Wing plate is connected fixing respectively with the sidewall of column connection-peg; The connection of four direction column is fixed from the left and right sides, front and back, and securing member directly can be completely fixed column and beam column connector together, does not need also can not rock between spot welding column and the beam column connector; Connect very firm, link position intensity and good rigidly.
As the common improvement of scheme one to five, column connection-peg blocking part is the muscle of keeping out that places in the column connection-peg.Keeping out muscle can be bigger at the width of vertical direction, can not influence the moulding of beam column connector, and the support effect of blocking part column can be improved greatly by the die-cut distortion of column in the column blocking part when avoiding the column connection-peg to bear very big power.
Building frame construction comprises the column of vertical level, the H type parallel with horizontal plane or I shape crossbeam, beam column connector; The beam column connector comprises integrated beam column connector body, needs and the post end of vertical level peg graft fixing column connection-peg, directly the beam connection-peg of supporting traverse, along continuous straight runs protrusion beam column connector body; The beam connection-peg comprises first support portion of direct supporting traverse lower wing plate, be arranged on directly over first support portion, along beam column connector body side level be convexly equipped with, with the first fixing fixed part of the web of crossbeam; The lower wing plate of beam-end place between first support portion and first fixed part and is connected with first support portion through securing member or welding fixing, the web of beam-end and the applying of first fixed part and through securing member or weld to be connected and fix with first fixed part.As improvement, the beam connection-peg also comprise be arranged on first fixed part directly over, level is convexly equipped with, cooperates and be fixed together with the crossbeam upper flange from beam column connector body side second fixed part; The upper flange of beam-end places between first fixed part and second fixed part and is connected with second fixed part through securing member or welding and fixes.
The utility model is 201110114982.3 whole advantages except that having application number, also has the following advantages: H type or I shape beam-end do not need processing, and the web of beam-end is connected fixing with first fixed part; It is fixing that lower wing plate is connected with first support portion, and upper flange is connected with second fixed part to be fixed, the convenient fixing that is connected of crossbeam and beam column connector; Reduce the operation of processing crossbeam when installing, it is many to connect the permanent position, the connected node secure; Link position intensity and good rigidly; Can really realize strong node, weak steel structure, it is big especially to that is to say that crossbeam, column do not need, and just can make the bigger external force of bearing of whole frame construction; Save material, reduce the building own wt.Available securing member directly can be completely fixed crossbeam and beam column connector together, does not need also can not rock between spot welding column and the beam column connector, further reduces installation procedure, practices thrift installation cost.And receive under the powerful external force effects such as wind-force, earthquake in frame construction, when frame construction was rocked, because the connected node of beam, post and beam column connector is very firm, building was not easy to be destroyed, and improves seismic force greatly.Building frame construction easy for installation, operation is few, and labour intensity is low.
Description of drawings
Fig. 1 is the schematic perspective view of the utility model embodiment 1.
Fig. 2 is the schematic perspective view of the utility model embodiment 1 from another direction projection.
Fig. 3 is the schematic perspective view of the utility model embodiment 2.
Fig. 4 is the schematic perspective view of the utility model embodiment 3.
Fig. 5 is the schematic perspective view of the utility model embodiment 4.
Fig. 6 is the schematic perspective view of the utility model embodiment 5.
Fig. 7 is the schematic perspective view of the utility model embodiment 6.
Fig. 8 is the schematic perspective view of the utility model embodiment 7.
Fig. 9 is the schematic perspective view of the utility model embodiment 8.
Figure 10 is the schematic perspective view of the utility model embodiment 9.
Figure 11 is the schematic perspective view of the utility model embodiment 10.
Figure 12 is the schematic perspective view of the utility model embodiment 11.
Figure 13 is the schematic perspective view of the utility model embodiment 12.
Figure 14 is the schematic perspective view of the utility model embodiment 13.
Figure 15 is the schematic perspective view of the utility model embodiment 14.
Figure 16 is the schematic perspective view of the utility model embodiment 15.
Figure 17 is the schematic perspective view of the utility model embodiment 16.
Figure 18 is the schematic perspective view of the utility model embodiment 17.
Figure 19 is the schematic perspective view of the utility model embodiment 18.
Figure 20 is the schematic perspective view of the utility model embodiment 19.
Figure 21 is the schematic perspective view of the utility model embodiment 20.
Figure 22 is the schematic perspective view of the utility model embodiment 21.
Figure 23 is the schematic perspective view of the utility model embodiment 22.
Figure 24 is the schematic perspective view of the utility model embodiment 23.
Figure 25 is the schematic perspective view of the utility model embodiment 24.
Figure 26 is the schematic perspective view of the utility model embodiment 25.
Figure 27 is the schematic perspective view of the utility model embodiment 26.
Figure 28 is the schematic perspective view of the utility model embodiment 27.
Figure 29 is the schematic perspective view of the utility model embodiment 28.
Figure 30 is the schematic perspective view of the utility model embodiment 29.
Figure 31 is the schematic perspective view of the utility model embodiment 30.
Figure 32 is the schematic perspective view of the utility model embodiment 31.
Figure 33 is the I portion enlarged diagram of Figure 32.
Figure 34 is the II portion enlarged diagram of Figure 32.
The specific embodiment
Embodiment 1
Like Fig. 1, shown in Figure 2; The beam column connector; Be bottom beam column connector; 2, two fixing of the upper pillar stand connection-pegs of H shaped steel post end grafting that comprise 1, one need of integrated beam column connector body and vertical level direction directly support the H shaped steel crossbeam parallel with horizontal plane, are connected fixing beam connection-peg 3, beam connection-peg 4 with the end of crossbeam.
Beam connection-peg 3 keep from beam column connector body 1 side level be convexly equipped with, direct first support portion 22 of supporting traverse lower wing plate; Place directly over first support portion 22, the side level of vertical beam column connector body 1 convexes with and the first fixing fixed part 5 of web of crossbeam, be arranged on first fixed part 5 directly over, be convexly equipped with second fixed part 6 that cooperates and be fixed together with the crossbeam upper flange along beam column connector body 1 side level; Be connected the vertical rib 7 of 6 of first support portion 22 and second fixed parts, be connected the horizontal rib 8 in the vertical centre position of first fixed part 5 and vertical rib 7, be arranged on the emptiness avoiding hole 9 of the horizontal direction on the vertical rib 7.
Vertical distance between first fixed part 5 and first support portion 22 is greater than the thickness of crossbeam lower wing plate, and the vertical width of first fixed part 5 is less than the distance between relative two faces of crossbeam two wing plates.The structure of beam connection-peg 4 is identical with the structure of beam connection-peg 3.First support portion 22 of adjacent beam connection-peg 3 links together with first support portion 10 of beam connection-peg 4 and protrudes beam column connector body 1, and second fixed part 6 of adjacent beam connection-peg 3 links together with second fixed part 11 of beam connection-peg 4 and protrudes beam column connector body 1.
Be provided with protuberance 25 from the end face of beam column connector body 1.Upper pillar stand connection-peg 2 comprises the containing hole that is molded over ccontaining post end in protuberance 25 and the beam column connector body 1.Be provided with the baffle plate 12 of keeping out post end in the bottom of containing hole.Upper pillar stand connection-peg 2 also comprise vertical baffle 12, with the 3rd fixing fixed part 13 of the web of column; The reinforcing rib that connects a side 16 with a side 17 of upper pillar stand connection-peg 2 of the 3rd fixed part 13 is arranged on the side 16 of the 3rd fixed part 13, near reinforcing rib 19, the reinforcing rib 20 at the two ends of the 3rd fixed part 13.The distance of the 3rd fixed part 13 and upper pillar stand connection-peg 2 relative inner faces 14, medial surface 15 is greater than the thickness of column wing plate, and the width of the 3rd fixed part 13 is less than the distance between relative two faces of two wing plates of column.On the end face of second fixed part 6, be provided with the reinforcing rib 23 that is connected with beam column connector body 1.On upper pillar stand connection-peg 2 and side that reinforcing rib 18 is connected, be provided with the emptiness avoiding hole 24 of opening towards horizontal direction.
Be provided with protuberance 21 down in the bottom of beam column connector body 1.The beam column connector is by the moulding of sand mold die cast.
Embodiment 2
As shown in Figure 3, different with embodiment 1 is, the beam connection-peg is three, i.e. beam connection-peg 30, beam connection-peg 31, beam connection-peg 32, and beam connection-peg 30, beam connection-peg 31, beam connection-peg 32 are vertical each other, become the T font.On two relative medial surfaces of containing hole 33 the correspondence position level convex with two rows keep out post end disconnection keep out muscle 34, be connected with in containing hole 33 two relative medial surface centre positions and keep out muscle 35.The upper pillar stand connection-peg comprise vertically keep out muscle 35, with the 3rd fixing fixed part 36 of the web of column; The reinforcing rib 41 that connects a side 39 with a side 40 of containing hole 33 of the 3rd fixed part 36 is arranged on the side 42 of the 3rd fixed part 36, near reinforcing rib 43, the reinforcing rib 44 at the two ends of the 3rd fixed part 36.The distance of the 3rd fixed part 36 and containing hole 33 relative inner faces 37, medial surface 38 is greater than the thickness of column wing plate, and the width of the 3rd fixed part 36 is less than the distance between relative two faces of two wing plates of column.On containing hole 33 and side that reinforcing rib 41 is connected, be provided with the emptiness avoiding hole 45 of opening towards horizontal direction.
Embodiment 3
As shown in Figure 4; The beam column connector; Be bottom beam column connector; Fixing 51, four across of upper pillar stand connection-peg of post end grafting that comprise 50, one need of integrated beam column connector body and vertical level directly support the crossbeam parallel with horizontal plane, are connected fixing beam connection-peg 52, beam connection-peg 53, beam connection-peg 54, beam connection-peg 55 with the end of crossbeam.The bottom surface of beam column connector body 50 is a plane.Upper pillar stand connection-peg 51 structures are identical with upper pillar stand connection-peg structure among the embodiment 1, and the structure of the beam connection-peg among the structure of four beam connection-pegs and the embodiment 1 is identical.
Embodiment 4
As shown in Figure 5; The beam column connector; Comprise integrated beam column connector body 60, lower pillar stand connection-peg 61 vertically, directly supports the H shaped steel crossbeam parallel with horizontal plane each other with 62, two of upper pillar stand connection-pegs, is connected fixing beam connection-peg 63, beam connection-peg 64 with the end of crossbeam.
The symmetrical square protuberance 65 upper pillar stand connection-pegs 62 that are provided with square protuberance 65 symmetries that extend of end face and bottom surface at beam column connector body 60 comprise the containing hole 66 that is molded over ccontaining post end in square protuberance 65 and the beam column connector body 60 with lower pillar stand connection-pegs 61.Be provided with the baffle plate 67 of keeping out post end in the centre position of containing hole.
The structure of upper pillar stand connection-peg 62, beam connection-peg 63, beam connection-peg 64 is identical with embodiment 1.Lower pillar stand connection-peg 61 is faced about its center position level with upper pillar stand connection-peg 62 and is claimed.
Embodiment 5
As shown in Figure 6, different with embodiment 4 is, the beam connection-peg is three, i.e. beam connection-peg 70, beam connection-peg 71, beam connection-peg 72, and beam connection-peg 70, beam connection-peg 71, beam connection-peg 72 are vertical each other, become the T font.
Embodiment 6
As shown in Figure 7, different with embodiment 4 is, the beam connection-peg is four, i.e. beam connection-peg 75, beam connection-peg 76, beam connection-peg 77, beam connection-peg 78, and beam connection-peg 75, beam connection-peg 76, beam connection-peg 77, beam connection-peg 78 are vertical each other, across.
Embodiment 7
As shown in Figure 8; Different with embodiment 6 is, the beam column connector also comprise be arranged on adjacent beam connection-peg and column connection-peg centre position from the horizontal by 45 ° of directions convex with the beam column connector that is used for being connected diagonal position reinforcement connection-peg 80, strengthen connection-peg 81, strengthen connection-peg 82, strengthen connection-peg 85.The structure of strengthen connection-peg 80, strengthen connection-peg 81, strengthen connection-peg 82, strengthening connection-peg 85 with the structure of beam connection-peg identical.
As shown in Figure 9, the beam column connector is a top layer beam column connector, comprises that 92, one top layers of 91, one beam connection-pegs of 90, one lower pillar stand connection-pegs of integrated beam column connector body tiltedly go up connection-peg 93.The structure of lower pillar stand connection-peg 91, beam connection-peg 92 is identical with embodiment 4.
Be provided with kink 94 obliquely at beam column connector body 90.The end face that top layer is tiltedly gone up connection-peg 93 vertical kinks 94 is convexly equipped with obliquely.The structure that top layer is tiltedly gone up connection-peg 93 is identical with the structure of beam connection-peg 92.
Shown in figure 10; The beam column connector is a top layer beam column connector, comprises 100, one lower pillar stand connection-pegs 101 of integrated beam column connector body; 102, two of beam connection-pegs tiltedly descend connection-peg 103, top layer tiltedly to descend connection-peg 104 about the centrosymmetric top layer of top layer beam column connector.The structure of lower pillar stand connection-peg 101, beam connection-peg 102 is identical with embodiment 4.
On beam column connector body 100, be provided with two back timber end faces of keeping out the back timber end face symmetrical about top layer beam column connector body center, down and keep out face 105.Each top layer tiltedly descends the vertical back timber end face of connection-peg to keep out face 105 and is convexly equipped with downwards, and its structure is identical with the structure of beam connection-peg.
Embodiment 10
Shown in figure 11, different with embodiment 9 is, the beam connection-peg is two, i.e. beam connection-peg 106, beam connection-peg 107, and beam connection-peg 106,107 one-tenth in-lines of beam connection-peg are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
Embodiment 11
Shown in figure 12, the beam column connector is a top layer beam column connector, comprises that 112, one top layers of 111, one beam connection-pegs of 110, one lower pillar stand connection-pegs of integrated beam column connector body tiltedly descend supported joint 113.Be provided with the protuberance 114 under oblique in a side of beam column connector body 110.Top layer tiltedly descends the end face of supported joint 113 vertical lugs 114 to be convexly equipped with downwards.
Lower pillar stand connection-peg 111, beam connection-peg 112 are identical with embodiment 4.Top layer tiltedly descends the structure of supported joint 113 identical with the structure of beam connection-peg 112.
Embodiment 12
Shown in figure 13; The beam column connector is a top layer beam column connector; Comprise integrated beam column connector body 120; 121, two of lower pillar stand connection-pegs vertically, directly support the H shaped steel crossbeam parallel with horizontal plane each other, are connected fixing beam connection-peg 122, beam connection-peg 123 with the end of crossbeam.The structure of the lower pillar stand connection-peg among the structure of lower pillar stand connection-peg 121 and the embodiment 4 is identical.The structure of the beam connection-peg among beam connection-peg 122, beam connection-peg 123 and the embodiment 4 is identical.
Deviate from beam column connector body 120 on the lateral surface 124 of beam connection-peg 122 and convex with independently tank support portion 125; Deviate from beam column connector body 120 on the lateral surface 126 of beam connection-peg 123 and convex with independently tank support portion 127; Extend in tank support portion 125 and to be provided with blocking part 128, extend in tank support portion 127 and be provided with blocking part 129 away from a side direction of beam column connector body 120 away from a side direction of beam column connector body 120.
Embodiment 13
Shown in figure 14; The beam column connector is a top layer beam column connector; Comprise integrated beam column connector body 130; The vertical each other T of one-tenth fonts of lower pillar stand connection-peg 131,132, three of barricade column connection-pegs, directly support the H shaped steel crossbeam parallel with horizontal plane, be connected beam connection-peg 133, beam connection-peg 134, the beam connection-peg of fixing 135 with the end of crossbeam.The structure of the lower pillar stand connection-peg among the structure of lower pillar stand connection-peg 131 and the embodiment 4 is identical.The structure of the beam connection-peg among beam connection-peg 133, beam connection-peg 134, beam connection-peg 135 and the embodiment 4 is identical.Barricade column column connection-peg 132 and the horizontal plane symmetry of lower pillar stand connection-peg 131 about its center.
Deviate from the lateral surface 136 of beam connection-peg 134 convexing with independently tank support portion 137 at beam column connector body 130, extend in tank support portion 137 and be provided with blocking part 138 away from a side direction of beam column connector body 130.
Embodiment 14
Shown in figure 15; The beam column connector is a top layer beam column connector; Comprise integrated beam column connector body 140; Lower pillar stand connection-peg 141,142, two of barricade column connection-pegs vertically become each other, directly support the H shaped steel crossbeam parallel with horizontal plane, are connected fixing beam connection-peg 143, beam connection-peg 144 with the end of crossbeam.The structure of the lower pillar stand connection-peg among the structure of lower pillar stand connection-peg 141 and the embodiment 4 is identical.The structure of the beam connection-peg among beam connection-peg 143, beam connection-peg 144 and the embodiment 4 is identical.Barricade column column connection-peg 142 and the horizontal plane symmetry of lower pillar stand connection-peg 141 about its center.
Beam column connector body 140 deviate from beam connection-peg 143 lateral surface 145, deviate from two adjacent lateral surfaces 146 of beam connection-peg beam connection-peg 144 and convex with the tank support portion 147 that fuses; Extend in tank support portion 147 and to be provided with blocking part 148 away from a side direction of beam connection-peg 143; Extend in tank support portion 147 and to be provided with blocking part 149, on tank support portion 147, be provided with water through hole 150 down away from a side direction of beam connection-peg 144.
Shown in figure 16; Different with embodiment 14 is; Angle position in tank support portion 160 away from beam column connector body 161 convexes with protuberance 162 straight up; Convex with barricade beam connection-peg 163, barricade beam connection-peg 164 in protuberance 162 adjacent both sides, in protuberance 162, be provided with barricade column connection-peg 165.Barricade beam connection-peg 163 and beam connection-peg 166 are parallel and towards identical, and barricade beam connection-peg 164 and beam connection-peg 167 are parallel and towards identical.Barricade column connection-peg 165 is identical with the upper pillar stand connection-peg structure of embodiment 4.Barricade beam connection-peg 163 comprise be convexly equipped with from protuberance 162 levels with the fixing vertical fixed part 168 of the web of H shaped steel retaining beam; Be positioned at the fixed part 169 of the fixing horizontal direction of upper flange that fixed part 168 tops are convexly equipped with from protuberance 162 levels with H shaped steel retaining beam; The vertical rib 170 that connects fixed part 169 and tank support portion 160, the rib 171 of the horizontal direction of connection rib 170 and fixed part 168.The structure of barricade beam connection-peg 164 is identical with the structure of barricade beam connection-peg 163.
Shown in figure 17, different with embodiment 4 is that the beam column connector also comprises a tie-beam connection-peg 182 that is convexly equipped with from lateral surface 181 levels that deviate from beam connection-peg 180; Tie-beam connection-peg 182 is the square tube shape protuberance that extends from lateral surface 181 along continuous straight runs.
Embodiment 17
Shown in figure 18, different with embodiment 5 is that the beam column connector also comprises a tie-beam connection-peg 190.Deviate from the oblique protuberance 193 that has on the lateral surface of beam connection-peg 192 at beam column connector body 191.Be convexly equipped with under the bottom surface of tie-beam connection-peg 190 straight protuberances 193 is oblique.Tie-beam connection-peg 190 is identical with the structure of beam connection-peg 192.
Embodiment 18
Shown in figure 19, different with embodiment 4 is that the beam column connector also comprises a tie-beam connection-peg 200.Be not provided with the oblique protuberance 204 that has of angle position of two adjacent lateral surfaces 202 of beam connection-peg, lateral surface 203 at beam column connector body 201.Be convexly equipped with under the bottom surface of tie-beam connection-peg 200 vertical lugs 204 is oblique.Tie-beam connection-peg 200 is identical with the structure of beam connection-peg 205.
Shown in figure 20; The beam column connector is a top layer beam column connector; Comprise integrated beam column connector body 210; 211, two of lower pillar stand connection-pegs vertically, directly support the H shaped steel crossbeam parallel with horizontal plane each other, are connected fixing beam connection-peg 212, beam connection-peg 213 with the end of crossbeam.
Lower pillar stand connection-peg 211 is identical with the lower pillar stand connection-peg structure of embodiment 4.Beam connection-peg 212, beam connection-peg 213 are identical with the beam connection-peg structure of embodiment 4.
Embodiment 20
Shown in figure 21, different with embodiment 19 is, the beam connection-peg is three, i.e. beam connection-peg 215, beam connection-peg 216, beam connection-peg 217, and beam connection-peg 215, beam connection-peg 216, beam connection-peg 217 are vertical each other, become the T font.
Embodiment 21
Shown in figure 22; Different with embodiment 19 is that the beam connection-peg is four, i.e. beam connection-peg 220, beam connection-peg 221, beam connection-peg 222, beam connection-peg 223; Beam connection-peg 220, beam connection-peg 221, beam connection-peg 222, beam connection-peg 223 is vertical each other, across.
Embodiment 22
Shown in figure 23; Different with embodiment 19 is; The angle position that the beam column connector also comprises is 235 integrated with beam column connector body, deviate from two adjacent lateral surfaces of beam connection-peg 236, beam connection-peg 237 at beam column connector body 235 is provided with the oblique linking arm 238 that protrudes beam column connector body 235 down more straight down; Both sides in the vertical end 239 of linking arm 238 are equipped with side bar connection-peg 240, side bar connection-peg 241; Side bar connection-peg 240 and beam connection-peg 236 in the same way and parallel, side bar connection-peg 241 and beam connection-peg 237 are in the same way and parallel.The structure of side bar connection-peg 240 is identical with beam connection-peg 236 structures.The structure of side bar connection-peg 241 is identical with beam connection-peg 237 structures.
Embodiment 23
Shown in figure 24; Different with embodiment 19 is; That the beam column connector also comprises is 245 integrated with beam column connector body, deviate from beam column connector body 245 on the lateral surface of beam connection-peg 246 and be provided with the oblique linking arm 247 that protrudes beam column connector body 245 down more straight down; Side in the vertical end 248 of linking arm 247 is provided with side bar connection-peg 249, side bar connection-peg 249 and beam peg graft 250 in the same way and parallel.The structure of side bar connection-peg 250 is identical with beam connection-peg 246 structures.
Embodiment 24
Shown in figure 25; Different with embodiment 20 is; That the beam column connector also comprises is 263 integrated with beam column connector body, deviate from the linking arm 265 of level protrusion beam column connector body 263 on the lateral surface of beam connection-peg 264 at beam column connector body 263; Be respectively equipped with side bar connection-peg 266, side bar connection-peg 267 in both sides near linking arm 265 ends, side bar connection-peg 266 and beam connection-peg 268 in the same way and parallel, side bar connection-peg 267 and beam connection-peg 269 are in the same way and parallel.The structure of side bar connection-peg 266 is identical with the structure of beam connection-peg 268, and the structure of side bar connection-peg 267 is identical with the structure of beam connection-peg 269.
Embodiment 25
Shown in figure 26; The beam column connector comprises integrated beam column connector body 271; A upper pillar stand connection-peg 272; A lower pillar stand connection-peg 273; Be arranged on two of beam column connector body 271 opposing both sides about the centrosymmetric beam connection-peg of beam column connector body 271 274, beam connection-peg 275, level convexes with overhead traveling crane rail support joint 276, the overhead traveling crane rail support joint 277 that the overhead traveling crane guide rail is installed on opposing two sides of the beam column connector body vertical with vertical beam connection-peg 274.The structure of the upper pillar stand connection-peg among the architecture of upper pillar stand connection-peg 272 and the embodiment 4 is identical, and lower pillar stand connection-peg 273 structures are identical with the structure of the lower pillar stand connection-peg of embodiment 4.The structure of beam connection-peg 274, beam connection-peg 275 is identical with the structure of the beam connection-peg of embodiment 4.Overhead traveling crane rail support joint 276 comprises from the protuberance 278 of beam column connector body 271 1 side levels protrusion; Below protuberance 278, be provided with inclined-plane 279; The end face 280 of protuberance 278 is the supporting traverse horizontal plane, is provided with spacing protuberance 281 at the end face 280 of protuberance 278 away from a side of beam column connector body 271.Protuberance 278 is convexly equipped with the direction of beam column connector body 271 and is the beam vertical of overhead traveling crane guide rail.Spacing protuberance 281 is parallel with the crossbeam that is the overhead traveling crane guide rail.Overhead traveling crane rail support joint 277 and the vertical plane symmetry of overhead traveling crane rail support joint 276 about its center.
Embodiment 26
Shown in figure 27; The beam column connector; Be intermediate layer beam column connector; Comprise integrated beam column connector body 281; Need directly support the H shaped steel crossbeam parallel with horizontal plane, are connected beam connection-peg 284, beam connection-peg 285, beam connection-peg 286, the beam connection-peg of fixing 287 with the end of crossbeam with 283, four fixing of lower pillar stand connection-pegs of the H shaped steel post end grafting of vertical level direction with fixing 282, one need of upper pillar stand connection-peg of the H shaped steel post end grafting of vertical level direction.
Beam connection-peg 284 comprises first support portion 288 that is convexly equipped with direct supporting traverse lower wing plate from the side level of beam column connector body 281; Place directly over first support portion 288, the side of vertical beam column connector body 281, with the first fixing fixed part 289 of the web of crossbeam; Place first fixed part 289 directly over, vertical beam column connector body 281 sides extend and are provided with second fixed part 290 that cooperates and be fixed together with the crossbeam upper flange, the reinforcing rib 291 that be arranged on the side of first fixed part, is connected with the side of beam column connector body 281.Distance between first fixed part 289 and first support portion 288 is greater than the thickness of crossbeam wing plate, and the width of first fixed part 289 is less than the distance between relative two faces of crossbeam two wing plates; The structure of beam connection-peg 285, beam connection-peg 286, beam connection-peg 287 is identical with the structure of beam connection-peg 284.First support portion 288 of adjacent beam connection-peg links together through arc transition and protrudes beam column connector body 281, and second fixed part 290 of adjacent beam connection-peg is fixed together through circular arc and protrudes beam column connector body 281.
In beam column connector body 281, be provided with the baffle plate 292 of keeping out H shaped steel upper pillar stand and lower pillar stand end.Upper pillar stand connection-peg 282 is molded in the beam column connector body 281 and by baffle plate 292 with lower pillar stand connection-peg 283 and separates.The upper pillar stand connection-peg comprises and is molded over the square cavitys 293 that cooperate with the periphery of upper pillar stand in the beam column connector body 281; The end face of vertical baffle 292 extends and is provided with and the 3rd fixing fixed part 294 of web of column; The reinforcing rib 297 that connects a side 295 with a side 296 of upper pillar stand connection-peg 282 of the 3rd fixed part 294 connects the side 298 of baffle plate 292 end faces and the 3rd fixed part 294 and near reinforcing rib 299, the reinforcing rib 300 at the two ends of the 3rd fixed part 294.The distance of the 3rd fixed part 294 and upper pillar stand connection-peg 282 relative inner faces 301, medial surface 302 is greater than the thickness of column wing plate, and the width of the 3rd fixed part 294 is less than the distance between relative two faces of two wing plates of column.On baffle plate 292, be provided with the through hole 303, through hole 304, the through hole 305 that reduce beam column connector weight.
Embodiment 27
Shown in figure 28; The beam column connector; Be intermediate layer beam column connector; Comprise integrated beam column connector body 311; Need and the H shaped steel post end of vertical level direction peg graft fixing 312, one need of upper pillar stand connection-peg and the H shaped steel post end of vertical level direction peg graft 313, three of fixing lower pillar stand connection-pegs become the T font, directly support the H shaped steel crossbeam parallel with horizontal plane, be connected beam connection-peg 314, beam connection-peg 315, the beam connection-peg of fixing 316 with the end of crossbeam.
The structure of beam connection-peg 314, beam connection-peg 315, beam connection-peg 316 is identical with the structure of the beam connection-peg of embodiment 4.First support portion 317 of adjacent beam connection-peg links together and protrudes beam column connector body 311, and second fixed part 318 of adjacent beam connection-peg links together and protrudes beam column connector body 311.
Upper pillar stand connection-peg 312 comprises with lower pillar stand connection-peg 313 and is molded over the square square tube holes 319 that cooperate with the periphery of upper pillar stand and lower pillar stand in the beam column connector body 311.What on two relative medial surfaces of square tube hole 319, be provided with and a plurality ofly place same horizontal plane, keep out H shaped steel upper pillar stand and lower pillar stand end keeps out muscle 320.
Embodiment 28
Shown in figure 29, different with embodiment 5 is to be arranged with cylindrical boss 331 in the above and below of beam column connector body 330.Upper pillar stand connection-peg 333 comprises the round tube hole 335 that is molded in cylindrical boss 331 and the beam column connector basis 330 with lower pillar stand connection-peg 334.In round tube hole 335, be provided with the baffle plate (not shown) of keeping out upper pillar stand and lower pillar stand end.
Embodiment 29
Shown in figure 30; The beam column connector is a top layer beam column connector, comprises 341, one lower pillar stand connection-pegs 342 of integrated beam column connector body; Three become 345, one top layers of beam connection-peg 343, beam connection-peg 344, beam connection-peg of T font tiltedly to go up connection-peg 346.The structure of lower pillar stand connection-peg 342, beam connection-peg 343 is identical with embodiment 4.
Directly over beam connection-peg 344, be provided with kink 347 obliquely along beam column connector body 341.The end face that top layer is tiltedly gone up connection-peg 346 vertical kinks 347 is convexly equipped with obliquely.The structure that top layer is tiltedly gone up connection-peg 346 is identical with the structure of beam connection-peg 343.
Deviate from beam column connector body 341 on the lateral surface of beam connection-peg 344 and convex with tank support portion 348; Side in tank support portion 348 away from beam column connector body 341 convexes with protuberance 349 straight up; Convex with barricade beam connection-peg 350, barricade beam connection-peg 351 in protuberance 349 opposing both sides, in protuberance 349, be provided with barricade column connection-peg 352.Barricade beam connection-peg 350 and beam connection-peg 343 are parallel and identical towards, structure, barricade beam connection-peg 351 and beam connection-peg 345, parallelism structural and towards identical.Barricade column connection-peg 352 is identical with the upper pillar stand connection-peg structure of embodiment 4.
Embodiment 30
Shown in figure 31; The beam column connector; Be top layer beam column connector; Comprise integrated octagonal beam column connector body 361; Need and the end, column upper end of the vertical level fixing lower pillar stand connection-peg (not shown) of pegging graft is distributed on two sides that beam column connector body 361 is separated by respectively, four across directly support the crossbeam parallel with horizontal plane, are connected beam connection-peg 362, beam connection-peg 363, beam connection-peg 364, the beam connection-peg of fixing 365 with the end of crossbeam.Lower pillar stand connection-peg structure is identical with lower pillar stand connection-peg structure among the embodiment 4, and the structure of the beam connection-peg among the structure of beam connection-peg and the embodiment 4 is identical.
Comprise that also being separately positioned on beam column connector body 361 is not provided with reinforcement connection-peg 366 on four faces of beam connection-peg, strengthens connection-peg 367, strengthens connection-peg 368, strengthens connection-peg 369.The structure of strengthen connection-peg 366, strengthen connection-peg 367, strengthen connection-peg 368, strengthening connection-peg 369 with the structure of beam connection-peg identical.
Embodiment 30
To shown in Figure 33, building frame construction comprises along four diagonal positions of rectangle by counterclockwise distribution and bottom beam column connector 400, bottom beam column connector 401, bottom beam column connector 402, the bottom beam column connector 403 of symmetry in twos like Figure 32.
The structure of bottom beam column connector 400 is identical with embodiment 1.Bottom beam column connector 401 and the horizontal plane symmetry of bottom beam column connector 400 about its center.Bottom beam column connector 403, bottom beam column connector 402 respectively with bottom beam column connector 400, bottom beam column connector 401 about the horizontal plane of its center symmetry one by one.Comprise that also two ends are installed in the H shaped steel crossbeam 404 on two relative beam connection-pegs of bottom beam column connector 400, bottom beam column connector 401 respectively.Be connected with first support portion 406 between first support portion 406 that the lower wing plate 405 of the end of crossbeam 404 1 ends places bottom beam column connector 400 and first fixed part 407 and through securing member 408 and fix; Web 409 is connected fixing with first fixed part 407 through securing member 410, also be connected with second fixed part 412 through securing member 413 between first fixed part 407 that upper flange 411 places bottom beam column connector 400 and second fixed part 412 and fix; Be connected with first support portion 414 between first support portion 414 that the lower wing plate 405 of the end of crossbeam 404 other ends places bottom beam column connector 401 and the first fixed part (not shown) and through securing member 416 and fix; Web 409 is connected fixingly through securing member is not shown with the first fixed part (not shown), also be connected with second fixed part 418 through securing member 419 between first fixed part that upper flange 411 places bottom beam column connector 401 and second fixed part 418 and fix.Also comprising uses the same method is installed in the H shaped steel crossbeam 420 on two relative beam connection-pegs of bottom beam column connector 401, bottom beam column connector 402 respectively with two ends; Two ends are installed in the H shaped steel crossbeam 421 on two relative beam connection-pegs of bottom beam column connector 402, bottom beam column connector 403 respectively, and two ends are installed in the H shaped steel crossbeam 422 on two relative beam connection-pegs of bottom beam column connector 403, bottom beam column connector 400 respectively.
Also comprise the column 423 on the upper pillar stand connection-peg that is plugged on 400 of bottom beam column connectors.Column 423 lower end surfaces are supported on the baffle plate 424 of bottom beam column connector 400; Left wing plate 425 places between the left surface of the 3rd fixed part 426 and square containing hole 427 and is connected with the left side of square containing hole 427 through the securing member (not shown) and fixes; Right wing plate 430 places between the right flank of the 3rd fixed part 426 and square containing hole 427 and is connected fixingly through securing member 429 with the right side of square containing hole 427, and the web (not shown) passes through the securing member (not shown) and is connected with the 3rd fixed part (not shown) and fixes; Also comprising uses the same method peg graft column 431, column 432, column 433 on the upper pillar stand connection-peg be fixed on bottom beam column connector 401, bottom beam column connector 402, bottom beam column connector 403.
Also comprise beam column connector 434, beam column connector 435, beam column connector 436, beam column connector 437 that the lower pillar stand connection-peg is pegged graft respectively and is fixed on column 423, column 431, column 432, column 433.The structure of beam column connector 434 is identical with embodiment 20.Beam column connector 435 and the horizontal plane symmetry of beam column connector 434 about its center.Beam column connector 437, beam column connector 436 respectively with beam column connector 434, beam column connector 435 about the horizontal plane of its line center symmetry one by one.
Comprise that also two ends are installed in the crossbeam 438 on two relative beam connection-pegs of beam column connector 434, beam column connector 435 respectively; Two ends are installed in the crossbeam 439 on two relative beam connection-pegs of beam column connector 435, beam column connector 436 respectively; Two ends are installed in the crossbeam 440 on two relative beam connection-pegs of beam column connector 436, beam column connector 437 respectively, and two ends are installed in the crossbeam 441 on two relative beam connection-pegs of beam column connector 437, beam column connector 434 respectively.Mounting method comprises:
Installing bottom layer beam column connector: bottom beam column connector 400, bottom beam column connector 401, bottom beam column connector 402, bottom beam column connector 403 are fixed on the bottom surface desired location.
Crossbeam is installed: the beam connection-peg of bottom beam column connector 400 is inserted in an end of crossbeam 404, the other end of crossbeam 404 is inserted the beam connection-peg of bottom beam column connector 401; The lower wing plate 405 of crossbeam 404 1 end ends inserts to be connected with first support portion 406 between first support portion 406 and first fixed part 407 and through securing member 408 and fixes; Fit first fixed part 407 and is connected fixingly through securing member 410 with first fixed part 407 of web 409, upper flange 411 inserts also to be connected with second fixed part 412 through securing member 413 between first fixed part 407 and second fixed part 412 and fixes; The lower wing plate 405 of crossbeam 404 other end ends inserts between first support portion 414 and the first fixed part (not shown) and is connected fixingly through securing member 416 with first support portion 414, and web 409 applyings first fixed parts also pass through the securing member (not shown) and are connected with first fixed part and fix; Upper flange 411 inserts to be connected with second fixed part 418 between first fixed part 415 and second fixed part 418 and through securing member 419 and fixes.Use the same method two ends with H shaped steel crossbeam 420 are fastened on respectively on two relative beam connection-pegs of bottom beam column connector 401, bottom beam column connector 402; H shaped steel crossbeam 421 two ends are fastened on respectively on two relative beam connection-pegs of bottom beam column connector 402, bottom beam column connector 403, the two ends of H shaped steel crossbeam 422 are fastened on respectively on two relative beam connection-pegs of bottom beam column connector 403, bottom beam column connector 400.
Column is installed: H shaped steel column 423 is plugged on the upper pillar stand connection-peg of 400 of bottom beam column connectors; Column 423 lower end surfaces are supported on the baffle plate 424 of bottom beam column connector 400; Be connected with the left side of square containing hole 427 between the left surface of left wing plate 425 insertion the 3rd fixed parts 426 and square containing hole 427 and through securing member 428 and fix; Right wing plate inserts between the right flank of the 3rd fixed part 426 and square containing hole 427 and is connected fixingly through securing member 429 with the right side of square containing hole 427, and web 430 is connected with the 3rd fixed part 426 through securing member 431 with 426 applyings of the 3rd fixed part to be fixed; Also comprising uses the same method peg graft column 431, column 432, column 433 on the upper pillar stand connection-peg be fixed on bottom beam column connector 401, bottom beam column connector 402, bottom beam column connector 403.
The intermediate layer connector is installed: the lower pillar stand connection-peg of beam column connector 434, beam column connector 435, beam column connector 436, beam column connector 437 is pegged graft respectively to be fixed on column 423, column 431, column 432, the column 433.
Crossbeam is installed: being pegged graft respectively in crossbeam 438 two ends is fixed on two relative beam connection-pegs of beam column connector 434, beam column connector 435; Crossbeam 439 two ends are pegged graft respectively be fixed on two relative beam connection-pegs of beam column connector 435, beam column connector 436; Crossbeam 440 two ends are pegged graft respectively to be fixed on two relative beam connection-pegs of beam column connector 436, beam column connector 437, and being pegged graft respectively in crossbeam 441 two ends is fixed on two relative beam connection-pegs of beam column connector 437, beam column connector 434.
Embodiment 32
Like Figure 32 to shown in Figure 33, building frame construction, different with embodiment 30 is,
H shaped steel crossbeam 404 two ends link together with the relative beam connection-peg plug-in unit of bottom beam column connector 400, bottom beam column connector 401 respectively and are fixing through welding.The two ends of H shaped steel crossbeam 420 link together with bottom beam column connector 401, bottom beam column connector 402 relative beam connection-peg plug-in units respectively and are fixing through welding; The two ends of H shaped steel crossbeam 421 respectively with link together at bottom beam column connector 402, bottom beam column connector 403 relative beam connection-peg plug-in units and fixing through welding, the two ends of H shaped steel crossbeam 422 are installed in bottom beam column connector 403 respectively, bottom beam column connector 400 relative beam connection-peg plug-in units link together and fixing through welding.
The lower end of column 423, column 431, column 432, column 433 links together with the upper pillar stand connection-peg plug-in unit of bottom beam column connector 400 bottom beam column connectors 401, bottom beam column connector 402, bottom beam column connector 403 respectively and is fixing through welding.
The lower pillar stand connection-peg of beam column connector 434, beam column connector 435, beam column connector 436, beam column connector 437 respectively socket connection on column 423, column 431, column 432, column 433 and be fixed by welding in together.
The two ends of crossbeam 438 respectively socket connection on two relative beam connection-pegs of beam column connector 434, beam column connector 435 and fixing through welding; The two ends of crossbeam 439 respectively socket connection on two relative beam connection-pegs of beam column connector 435, beam column connector 436 and fixing through welding; The two ends of crossbeam 440 respectively socket connection on two relative beam connection-pegs of beam column connector 436, beam column connector 437 and fixing through welding, crossbeam 441 two ends respectively socket connection on two relative beam connection-pegs of beam column connector 437, beam column connector 434 and fixing through welding.
Claims (10)
1. beam column connector; It is characterized in that: comprise integrated beam column connector body; Need and the post end of the vertical level fixing column connection-peg of pegging graft, directly support the beam connection-peg that H type parallel with horizontal plane or I shape crossbeam, along continuous straight runs protrude beam column connector body; The beam connection-peg comprises first support portion of direct supporting traverse lower wing plate, be arranged on directly over first support portion, along beam column connector body side level be convexly equipped with, with the first fixing fixed part of the web of crossbeam; The distance of vertical direction is greater than the thickness of crossbeam lower wing plate between first fixed part and first support portion, and the width of the first fixed part vertical direction is less than the distance between relative two faces of crossbeam two wing plates; Also be provided with the blocking part of keeping out post end.
2. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam connection-peg also comprise be arranged on first fixed part directly over, level is convexly equipped with, cooperates and be fixed together with the crossbeam upper flange from beam column connector body side second fixed part; The distance of vertical direction is greater than the thickness of crossbeam upper flange between first fixed part and second fixed part.
3. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam connection-peg is more than two, and first support portion of adjacent two beam connection-pegs links together and protrudes beam column connector body.
4. a kind of beam column connector as claimed in claim 1; It is characterized in that: the beam connection-peg also comprises the vertical rib that connects first support portion and second fixed part; The horizontal rib that connects first fixed part and vertical rib is arranged on the vertical rib, opening is the emptiness avoiding hole of horizontal direction.
5. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam connection-peg also comprises the reinforcing rib of a side of side connecting first fixed part and beam column connector body.
6. like any described a kind of beam column connector of claim 1 to 5, it is characterized in that: the column connection-peg comprises that the cross section of ccontaining post end is the containing hole of closed loop; Containing hole partly or entirely is molded in the beam column connector body.
7. like any described a kind of beam column connector of claim 1 to 5; It is characterized in that: column is H type or I shape column, and the column connection-peg comprises and also comprises from the blocking part and vertically be convexly equipped with, fix, place the 3rd fixed part in the containing hole with the web of column; The distance of relative two medial surfaces with the column connection-peg of the 3rd fixed part is greater than the thickness of column wing plate, and the width of the 3rd fixed part is less than the distance between relative two faces of two wing plates of column.
8. like any described a kind of beam column connector of claim 1 to 5, it is characterized in that: column connection-peg blocking part is the muscle of keeping out that places in the column connection-peg.
9. building frame construction; Comprise the column of vertical level, the H type parallel or I shape crossbeam, beam column connector with horizontal plane; It is characterized in that: the beam column connector comprises integrated beam column connector body; Need and the post end of vertical level peg graft fixing column connection-peg, directly the beam connection-peg of supporting traverse, along continuous straight runs protrusion beam column connector body; The beam connection-peg comprises first support portion of direct supporting traverse lower wing plate, be arranged on directly over first support portion, along beam column connector body side level be convexly equipped with, with the first fixing fixed part of the web of crossbeam; The lower wing plate of beam-end place between first support portion and first fixed part and is connected with first support portion through securing member or welding fixing, the web of beam-end and the applying of first fixed part and through securing member or weld to be connected and fix with first fixed part.
10. building frame construction as claimed in claim 9 is characterized in that: the beam connection-peg also comprise be arranged on first fixed part directly over, level is convexly equipped with, cooperates and be fixed together with the crossbeam upper flange from beam column connector body side second fixed part; The upper flange of beam-end places between first fixed part and second fixed part and is connected with second fixed part through securing member or welding and fixes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120576386 CN202627209U (en) | 2011-12-31 | 2011-12-31 | Beam column connecting piece and building framework structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120576386 CN202627209U (en) | 2011-12-31 | 2011-12-31 | Beam column connecting piece and building framework structure |
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| Publication Number | Publication Date |
|---|---|
| CN202627209U true CN202627209U (en) | 2012-12-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120576386 Expired - Fee Related CN202627209U (en) | 2011-12-31 | 2011-12-31 | Beam column connecting piece and building framework structure |
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| CN (1) | CN202627209U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104373049A (en) * | 2014-11-04 | 2015-02-25 | 国民油井华高石油设备（上海）有限公司 | Double-clamping-plate connecting joint |
| CN105625570A (en) * | 2016-02-04 | 2016-06-01 | 北京建筑大学 | Precast beam and column connecting device and manufacturing method thereof |
| CN105625583A (en) * | 2014-10-31 | 2016-06-01 | 上海宝冶集团有限公司 | Spacing connection torsion-proof node of floor boundary beam and vertical member in high-rise frame |
-
2011
- 2011-12-31 CN CN 201120576386 patent/CN202627209U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625583A (en) * | 2014-10-31 | 2016-06-01 | 上海宝冶集团有限公司 | Spacing connection torsion-proof node of floor boundary beam and vertical member in high-rise frame |
| CN104373049A (en) * | 2014-11-04 | 2015-02-25 | 国民油井华高石油设备（上海）有限公司 | Double-clamping-plate connecting joint |
| CN105625570A (en) * | 2016-02-04 | 2016-06-01 | 北京建筑大学 | Precast beam and column connecting device and manufacturing method thereof |
| CN105625570B (en) * | 2016-02-04 | 2018-01-05 | 北京建筑大学 | A kind of prefabricated beam column attachment means and preparation method thereof |
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