CN102277904A - Beam column connecting member and forming method thereof, building frame structure and installing method thereof - Google Patents

Beam column connecting member and forming method thereof, building frame structure and installing method thereof Download PDF

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Publication number
CN102277904A
CN102277904A CN2011101149823A CN201110114982A CN102277904A CN 102277904 A CN102277904 A CN 102277904A CN 2011101149823 A CN2011101149823 A CN 2011101149823A CN 201110114982 A CN201110114982 A CN 201110114982A CN 102277904 A CN102277904 A CN 102277904A
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CN
China
Prior art keywords
connector
column
peg
connection
crossbeam
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CN2011101149823A
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Chinese (zh)
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CN102277904B (en
Inventor
杨东佐
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杨东佐
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Priority to CN 201110114982 priority Critical patent/CN102277904B/en
Publication of CN102277904A publication Critical patent/CN102277904A/en
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Publication of CN102277904B publication Critical patent/CN102277904B/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053Buildings characterised by their shape or layout grid
    • E04B2001/0084Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092Small buildings with hexagonal or similar horizontal cross-section
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2421Socket type connectors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2433Connection details of the elongated load-supporting parts using a removable key
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2448Connections between open section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2451Connections between closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2457Beam to beam connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466Details of the elongated load-supporting parts
    • E04B2001/2472Elongated load-supporting part formed from a number of parallel profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249Structures with a sloping roof

Abstract

The invention discloses a beam and column connecting member which comprises an integrally-formed beam and column connecting member body, upright splicing heads and a horizontal support joint, wherein the beam and column connecting member is formed through casting; and a building frame structure comprises the beam and column connecting member, an upright spliced and fixed with the upright splicing head, and a beam supported and fixed with the horizontal support joint. An installing method comprises the steps of: installing the upright spliced and fixed with the lower upright splicing head, installing the beam and column connecting member, and installing the beam. The invention has the advantages of greatly reducing connecting links of fastening connection or welding of bolts and the like, greatly reducing defects of poor stress and weak connection of connecting positions, caused when stress is excessively concentrated on beams and column or connecting positions among the beams, thereby greatly increasing installing efficiency and seismic resistance function, service life and use safety of a building frame structure. The beam and column connecting member can be massively pre-produced in a standardized manner.

Description

A kind of beam column connector and forming method, building frame construction and mounting method
Technical field
The present invention relates to beam column connector and forming method, building frame construction and the mounting method of buildings such as a kind of house, booth, exhibition booth, bridge, particularly relate to a kind of beam column connector and forming method, frame construction and mounting method of building construction framework steel work.
Background technology
Existing cement brick mixes, the building construction and the construction method thereof of steel concrete, owing to need to draw framework, fluid concrete etc. with reinforcing bar at the construction field (site), shortcoming below the existence: the one, its column is irritated earlier and is built up, and irritates on column and builds cement floor, and the annexation of cement floor and column is mainly leaned on the column and the reinforcing bar on the cement floor, column and cement floor are owing to be to irritate at twice to build to form, building cycle is long, and labour intensity is big, pollutes big, noise is big, and the building material waste is big; Two is bearing relation that two relations between the cement solids have only the mechanics load, cannot set up real incorporate internal relations, its poor stability, and function of seismic resistance is poor, application life is short; The 3rd, need to use constructional materialss such as cement, timber, destroy ecological; The 4th, during housing demolition, building material can't be reused, and causes the wasting of resources, produces a large amount of building wastes and is difficult to handle; The 4th, because the deadweight of traditional cement works (high buildings and large mansions) frame construction is very heavy, the mechanics load of ground is very big, and is abnormally dangerous a little less than whole building becomes and is highly brittle in case the spot jolts rolling, is unfavorable for very much antidetonation.At existing cement brick mix, the above-mentioned deficiency of the building construction of steel concrete, existing existing steel structure building.
Existing steel building and construction method thereof, though cement brick mixes relatively, the building construction of steel concrete and construction method thereof, have many good qualities, but exist not enough, mainly show as following some: the one owing to directly connect between the beam and column of existing building steel structure frame or beam and the beam or the connected mode by welding etc. by securing members such as bolts, stressed poor, connect fragile, beam, post, the gravity of floor etc. all is delivered at last on the connected node and bears by connecting securing member or weld part, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poorer, connect more fragile, this can reduce the safety of existing building frame construction, reduction of service life greatly.This is the technical barrier of the maximum of existing traditional architecture steel structure frame existence.The 2nd, the connecting link that on-the-spot bolt etc. is fastenedly connected or welds is many, and this can improve installation difficulty, reduces installation effectiveness, causes the human cost and the time cost height of site operation.The 3rd, the connected mode that connects or weld owing to the employing bolton between traditional architecture steel structure frame beam and column or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam or post then do not need special the manufacturing, dual mode all can't be realized standardized production in enormous quantities, the cost height, also occur beam or column dimension mismachining tolerance easily and produce the connection error, made original just fragile link position be difficult to well bear the transmission of building weight loading and load forces.
At the deficiency of existing steel building framework, prior art mainly has following several improvement again:
Application number is in the patent of invention of 03134271.X, discloses the method for designing of the dismountable beam column load-carrying members of a kind of environment-friendly type, and this invention relates to the support of a kind of scaffolding, particularly a kind of removable house.Scaffolding is connected and composed by house load-bearing pillar, spandrel girder, connector, cap, spandrel girder and load-bearing pillar are pegged graft, load-bearing pillar and cap are pegged graft, connect with bolt between load-bearing pillar, the cap trip is arranged at the load-bearing pillar top, top center has last lower prop connecting bolt, there is screw in load-bearing pillar bottom centre, post is connected with connector with intercolumniation, the dovetail of spandrel girder and the dovetail groove on the cap are pegged graft, the draw-in groove and the capital cap dovetail of cap bottom are pegged graft, and cap top is that dovetail groove and spandrel girder dovetail are pegged graft.Be different from traditional scene pouring, accessory is made in batch production, and assembled on site is assembled the house that becomes all styles of arbitrarily at the scene with the member of various sizes, and is also reusable after pulling down, and reduces building waste.Realize the standardization of main components, add rubber pad between each parts of generalization building unit, seismic wave is played cushioning effect, strengthen anti-seismic performance.It is detachable that building unit is installed the back, reusable, reduce a large amount of building wastes, and easy construction, alleviate constructor's labour intensity, solved existing engineering construction surrounding environment is polluted the problem big, that noise is high, the cycle is long, the workmanship acceptance rate is low.But the load-bearing pillar of this technical scheme is not to adopt existing I-steel, H shape steel, square steel pipe, Modular building section bars such as round steel pipe, have the complicated suspension column and the non-standard component of column cap but adopt, this load-bearing pillar needs one-shot forming to make specially, on the one hand because load-bearing pillar reaches several meters, the one-shot forming load-bearing pillar, die cost and cost of manufacture are quite high, on the other hand, because the height of floor, the stressed size of load-bearing pillar constantly changes, to the high load-bearing pillar that needs different mould molding different lengths in different buildings, the load-bearing pillar that different buildings is needed moulding different size size, further increase die cost, also have, load-bearing pillar is so big, it is very difficult, somewhat unrealistic wanting one-shot forming to make.Semi girder and column cap adopt dovetail groove and dovetail to cooperate, if semi girder adopts the I-steel, H shape steel, square steel pipe, round steel pipe, channel-section steel of standard etc., because its cross section is not solid, so is processed into dovetail, it is stressed poor.
Application number is in 99109701.7 the patent of invention, a kind of building component for steel structure building is disclosed, the steel pipe column that comprises fluid concrete, girder steel support and U font girder steel, the girder steel support is configured to around propping up of steel pipe column welding by at least one, each support is by the last lower holding board that be arranged in parallel, at least one pair of junction plate that radially is vertically set between the lower holding board is formed, last lower holding board has an arc surface, the extension that body part and move towards along every pair of junction plate extends, form at least two pairs of junction plates on the girder steel support, each is fixed together to the corresponding extension of junction plate and upper holding board and lower holding board and an end of U font girder steel.Because the girder steel support of this technical scheme is configured to around propping up of steel pipe column welding by at least one, the weld that the gravity of beam, post, floor etc. all is delivered on the connected node at last by steel pipe and support bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Application number is in 200810229754.9 the patent of invention, discloses a kind of light section steel structure building construction and has connected interfacing part, comprises nose combination, recessed end combination, goes up square tube, square tube, crossbeam, wedge plate down; It is outside that the top pipe box is contained in nose combination upper end; Nose combination middle part has step, lower end to insert the upper end of recessed end combination; The below pipe box is contained in the outside of recessed end combination lower end; The outer setting of recessed end combination upper end has otic placode, on crossbeam, be connected with the wedge plate, with the skewed slot place on the corresponding otic placode that is inserted into recessed end combination of the wedge end of the wedge body of wedge plate and crossbeam combination and by the locking of lateral pin locking member by bolt, nuts and washers.Because present technique connects square tube and crossbeam needs to finish by the acting in conjunction of nose combination, recessed end combination, wedge plate, lateral pin, bolt, nut, fixing link is many, particularly the lateral pin and the bolt that are delivered to again at last on the connected node of the gravity of beam, post, floor etc. bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, reduction of service life, install also inconvenient.
Application number is in 00218061.8 the utility model patent, a kind of steel building universal nodes device is disclosed, form by steel corbel, steel column, girder steel, steel corbel comprises node junction plate, web, gusset plate, the node junction plate of steel corbel adopts flute profile shaped steel and web and gusset plate to fix as one, and the node apparatus structure is consistent.This structure gusset plate on the one hand needs cooperate with the profile of steel column, owing to the accuracy of manufacture of steel column is poor, cooperates badly, can influence stressedly, and when steel column was cylindrical tube, its fiting effect was more undesirable; Node junction plate, web, gusset plate are that separate piece is fixed together on the other hand, not one-body molded, it is stressed poor, particularly the gravity load of beam, post, floor etc. the weld and the securing member that are delivered to connected node at last again bears, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction greatly, and shock resistance is poor, reduction of service life.
Immediate prior art is 97101724.7 patent of invention, this patent disclosure a kind of steel mould light building and construction method thereof, it is the light steel injection moulding building of thin-walled, by annotating the common be combined into of high-pressure foam plastic shaping in thin-walled lightweight steel construction and the member hollow lumen, it is mainly by the post member, on, following column joint, two single-beam buckets, column base, member of storied building beam, window top (platform) beam, mould panel, floor pavilion grid, tension rod, the injection moulding floor, the beam column card, the montant member, post beam card, ground frame diagonal brace, substrate plate, elastic layer, ground, the array lime pile, earth anchors etc. are coupled to each other formation.Though in this technical scheme, the post member has supporting role to following column joint, following column joint has supporting role to the beam bucket, Liang Dou has supporting role to last column joint, last column joint coupled columns member has supporting role, Liang Dou has supporting role to beam, and weld and securing member that the gravity load of beam, post, floor etc. can not be delivered to connected node at last bear; But the post member in this technical scheme need could be realized by the last column joint that links together, following column joint, beam bucket with being connected of beam, shortcoming is: the one, and the combination of a plurality of parts could realize being connected of post member and beam, poor rigidity, rigging error is big, the 2nd, between following column joint and the post member, down between column joint and beam bucket, between the last column joint of Liang Douyu, going up all need be by pressing bolt or welding and fix certainly between column joint and post member, operation is many, during installation fee, fixing link is many can to cause the verticality of post member and the adjusting difficulty of installation site thereof; Finish a plurality of part poor rigidity of joint pin member and beam in this technical scheme, it is poorer to combine rigidity, is unfavorable for bearing and transmitting of heavy load; The 3rd, the gravity of beam, post, floor etc. all is delivered at last and is born by the horizontal part that is supported on down the beam bucket on the column joint on the connected node, can cause like this stress concentrations between beam and column or beam and beam connected node and make connected node stressed poor, connect fragile, this can reduce the safety of building frame construction, reduction of service life greatly.
Summary of the invention
First technical problem that the present invention will solve provides a kind of to connected crossbeam and the direct beam column connector that supports or directly supported of column.
Second technical problem that the present invention will solve provide a kind of beam column connector simply, forming method cheaply.
The 3rd technical problem that the present invention will solve provides the building frame construction that directly supports mutually between a kind of crossbeam, column, the beam column connector.
The 4th technical problem that the present invention 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 to fix, vertically protrude the column connection-peg of beam column connector body, directly support the horizontal support joint of the crossbeam parallel, along continuous straight runs protrusion beam column connector body with horizontal plane with the post end grafting of vertical level direction; On the beam column connector, be provided with first horizontal plane that directly contacts with the column end face; On the column connection-peg, be provided with the stud sides that column keeps out all around and keep out face; On the horizontal support joint, be provided with crossbeam fixed thereon directly contact, the supporting traverse horizontal plane of supporting traverse.As improvement, be provided with protuberance down in the bottom of beam column connector body, be provided with supported portion in the side of beam column connector body.Also comprise be arranged between two adjacent horizontal support joints or adjacent horizontal support joint and column connection-peg between be used for being connected the reinforced joint of the beam column connector of diagonal position.The beam column connector is a top layer beam column connector, comprise integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely; Also can be included in the oblique upper support joint of top layer under be provided with the horizontal support joint; The outermost end of the oblique upper support joint of top layer to the horizontal range at beam column connector body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of top layer minimum horizontal distance to beam column connector body center; Also can comprise from a side or the opposing oblique top layer that protrudes beam column connector body down in two sides of beam column connector body and tiltedly descend connection-peg or the oblique lower support joint of top layer; Also can beam column connector body deviate from the lateral surface of horizontal support joint on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.The beam column connector also comprise one the lateral surface that is not provided with the horizontal support joint be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body.The beam column connector also be included in one or two lateral surface that beam column connector body deviates from the horizontal support joint be provided with oblique down or level protrude the linking arm of beam column connector body, on a side of linking arm end or opposing two sides, be provided with the side bar supported joint.The horizontal support joint of beam column connector is convexly equipped with the direction of beam column connector body and is the beam vertical of overhead traveling crane guide rail.On connection-peg or supported joint, be provided with the tapped through hole that crossbeam or column is fixed on the connector desired location.Above beam column connector body, convex with barricade column connection-peg straight up.Be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connector body.
The beam column connector is by disappearance mould or wax-pattern or moulding of sand mold die cast or injection mo(u)lding.
Building frame construction comprises the beam column connector, with the column connection-peg peg graft fixing column, with the fixing crossbeam of horizontal support connection supports.
As improvement, comprise that also pile tube connects grounding frame and bottom connector, the bottom connector comprises bottom connector body, be convexly equipped with the upper pillar stand connection-peg above bottom connector body, level is convexly equipped with the support portion that bottom connects body, is convexly equipped with and stretches into the blocking part that pile tube connects grounding frame downwards from bottom connector body; Pile tube connects grounding frame and imbeds undergroundly, and the support portion directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in the blocking part, and column directly is supported on the bottom connector, and the bottom connector connects grounding frame with pile tube and is weldingly fixed on; Filling has cement concrete in pile tube connects the inner chamber of grounding frame.Also comprise underground pile tube; The depths of being driven underground, underground pile tube lower end, the upper end of underground pile tube is stretched into pile tube and is connected the grounding frame inner chamber; The inner chamber filling that connects grounding frame at underground pile tube, pile tube has cement concrete.
As improvement, also comprise back timber connector and back timber; The beam column connector also comprises the oblique upper support joint of the top layer that protrudes beam column connector body obliquely; The back timber connector comprises back timber connector body, two oblique back timber oblique cutting joints that are convexly equipped with back timber connector body down, become inverted v-shaped, and one or two along continuous straight runs is convexly equipped with the horizontal support joint of back timber connector body; Two back timber oblique cutting joints are pegged graft fixingly with two back timber ends of symmetry respectively, directly are supported on the relative oblique upper support joint of top layer of the beam column connector of symmetry and with the oblique upper support joint of top layer and are connected and fixed with the peg graft other end of two back timbers being fixed together of back timber connector.
As improvement, also comprise beam column plane plug connector; Beam column plane plug connector comprises two beam connection-pegs, one or two post connection-peg; Under the oblique upper support joint of top layer, also be provided with a horizontal support joint; Directly be supported on relative being positioned on the horizontal support joint under the oblique upper support joint of top layer and with the horizontal support joint of the beam column connector of symmetry with the other end that beam column plane plug connector is plugged on two crossbeams together and be connected and fixed, pegging graft on the post connection-peg of beam column plane plug connector is fixed with column.
As improvement, also comprise top layer plug connector and back timber hanging part; The top layer plug connector comprises top layer plug connector body, two oblique connection-pegs that are convexly equipped with top layer plug connector body down, become inverted v-shaped; The back timber hanging part comprises a suspension part, end face along the suspension part upwards outwards bends the connecting portion that forms, one is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the ccontaining crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer plug connector are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of the back timber hanging part of symmetrical configuration tiltedly go up connection-peg or the oblique upper support joint of top layer respectively with by being connected and fixed with the peg graft other end of two back timbers being fixed together of top layer plug connector, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the top layer plug connector is supported on the crossbeam.
As improvement, also comprise top layer hanging part and back timber hanging part; The top layer hanging part comprises that two top layers that become inverted v-shapeds tiltedly descend connection-peg or the oblique lower support joint of top layer, suspension part and are connected the connecting portion that top layer tiltedly descends connection-peg or oblique lower support joint of top layer and suspension part; Connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with the holding part of the ccontaining crossbeam that is mated on the suspension part; Be convexly equipped with under the end face that two top layers tiltedly descend connection-peg or the vertical connecting portion of the oblique lower support joint of top layer is oblique; The back timber hanging part comprises a suspension part, and the end face along the suspension part upwards outwards bends the connecting portion that forms; One is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the ccontaining crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer hanging part are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of back timber hanging part tiltedly on connection-peg or the oblique upper support joint of the top layer top layer relative with the top layer hanging part tiltedly descend on connection-peg or the oblique lower support joint of top layer to be fixedly connected with back timber, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam.
As improvement, building frame construction is the factory building frame construction, the overhead traveling crane guide rail of crossbeam for slidably reciprocating for overhead traveling crane; Crossbeam is vertical with the direction that the horizontal support joint is convexly equipped with beam column connector body.
As improvement, also comprise side bar more than one, the tie-beam more than two, the eaves connector identical with the tie-beam number, the eaves connector comprises integrated eaves connector body, a level or is convexly equipped with the beam connection-peg of eaves connector body, one or two side bar supported joint that is convexly equipped with eaves connector body obliquely; The beam connection-peg of eaves connector is pegged graft with corresponding tie-beam end and is fixed, and the end portion supports of side bar is fixed on the corresponding side bar supported joint.
As improvement, also comprise side bar; The beam column connector also be included in angle position that beam column connector body deviates from one of the horizontal support joint or opposing two lateral surfaces or adjacent two lateral surfaces be provided with oblique down or level protrude the linking arm of beam column connector body, on a side of linking arm end or opposing two sides, be provided with the side bar supported joint; Side bar is supported and fixed on the two opposite edges beam supported joint of two adjacent beam column connectors.
As improvement, also comprise side bar more than one, the tie-beam more than two, the eaves plug connector identical with the tie-beam number; The beam column connector also be included in beam column connector body deviate from one of the horizontal support joint or two opposing lateral surfaces be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body; The eaves plug connector comprises that integrated eaves plug connector body, two or three are from eaves plug connector body level or be convexly equipped with the beam connection-peg of eaves plug connector body obliquely; The beam connection-peg of eaves plug connector is pegged graft with corresponding tie-beam end and is fixed, and the two ends of side bar are plugged on the corresponding beam connection-peg.
As improvement, also comprise plug connector, plug connector comprises the plug connector body, from plug connector body level and/or vertically be convexly equipped with the connection-peg more than two of plug connector body.
As improvement, also comprise the beam hanging part; The beam hanging part comprises the connecting portion of integrated beam connection-peg or beam supported joint, suspension part and tie-beam connection-peg or beam supported joint and suspension part; Two ends at crossbeam are all fixed with the beam connection-peg or the beam supported joint of beam hanging part, and the suspension part of the beam hanging part at crossbeam two ends is directly supported and is suspended on the crossbeam.
As improvement, also comprise tank; The beam column connector is a top layer beam column connector, deviates from the lateral surface of horizontal support joint at top layer beam column connector or deviates from two adjacent lateral surfaces of horizontal support joint or the angle position that deviates from two adjacent lateral surfaces of horizontal support joint convexes with the tank support portion; Tank is fixed on the tank support portion.As improvement, also comprise L shaped side shield; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connector, and L shaped side shield is supported on the crossbeam, fixes with crossbeam, beam column connector, and the another side of L shaped side shield up; L shaped side shield and beam column connector form peripheral end to end barricade.The crossbeam upper support precast floor slab of living at the barricade circle between precast floor slab and L shaped side shield, be provided with the space between precast floor slab, is cast with cement in the space.Or be fixed with support shuttering in the crossbeam upper support; Support shuttering, L shaped side shield, beam column connector form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
The mounting method of building frame construction, building frame construction comprise the beam column connector, with the column connection-peg peg graft fixing column, with the fixing crossbeam of horizontal support connection supports, mounting method comprises:
Install and the lower pillar stand connection-peg fixing column of pegging graft: successively column is installed in desired location, adjusts column, the end face that makes column and column vertical with horizontal plane is at same horizontal plane, and column and ground are fixed;
The beam column connector is installed: peg graft with this column in successively that the lower pillar stand connection-peg insertion of beam column connector is the corresponding column, the beam column connector directly is supported on this column, transfer the beam column connector again, the horizontal plane of beam supported joint supporting traverse that makes the beam column connector is all on same horizontal plane, and the lower pillar stand connection-peg that makes the beam column connector is fixed with the column that is positioned under it;
Crossbeam is installed: two ends of crossbeam are seated in respectively on the beam supported joint of corresponding beam column connector, and the two ends of crossbeam are connected and fixed with the beam supported joint of corresponding beam column connector.
As improvement, mounting method comprises:
Column and ground are installed before fixing pile tube is connected frame: borehole on the ground connects grounding frame with pile tube and is fixed in the hole;
With column and ground fixing before the installing bottom layer connector: the bottom connector is seated in pile tube successively connects the support portion that makes the bottom connector on the grounding frame and directly be supported on pile tube and connect on the grounding frame, adjust the bottom connector, make the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at same horizontal plane, and bottom connector and pile tube are connected grounding frame fixes;
Column and ground are fixed as: successively the upper pillar stand connection-peg of column and bottom connector is pegged graft, column directly is supported on the support post horizontal plane of bottom connector, adjusts column, makes column vertical with horizontal plane, and the end face of column is at same horizontal plane;
The cement concrete of pouring water: filling cement concrete in pile tube connects the annulus that the ground frame forms makes bottom connector and pile tube connect grounding frame and pours into an integral body.
As improvement, mounting method comprises:
Before pile tube is installed is connected the ground frame, beat earlier underground pile tube: the depths of underground pile tube being driven underground in the position of setting; Pile tube is installed is connected the ground frame, pile tube connects pile tube under the Kong Quan residence of grounding frame;
The cement concrete of pouring water is underground pile tube, pile tube to be connected grounding frame, bottom connector and bottom crossbeam pour into an integral body.
As improvement, mounting method comprises:
Peg graft fixing with an end of back timber two diagonal joints of back timber respectively, after installing the crossbeam on the beam column connector, will directly be supported on the corresponding oblique upper support joint of top layer and by the other end of two fixing back timbers of same back timber oblique cutting joint grafting and fix with the oblique upper support joint of top layer;
Crossbeam and back timber connector are fixed: the two end supports of crossbeam is fixed with the horizontal support joint on the horizontal support joint.
As improvement, mounting method comprises:
The beam hanging part of all being pegged graft in the two ends of crossbeam earlier, crossbeam flexibly connects with the beam hanging part, the beam hanging part is suspended on the crossbeam of correspondence again, adjusts the relative position of crossbeam and beam hanging part then, at last beam hanging part and crossbeam is fixed.
As improvement, mounting method comprises:
Earlier on the tie-beam connection-peg of the beam column connector of the correspondence that the tie-beam grafting is fixed on;
The tie-beam connection-peg of eaves connector is inserted the end of corresponding tie-beam and pegs graft fixing with the end of tie-beam;
After finishing tie-beam, eaves connector fixing, side bar is placed on the side bar supported joint between two adjacent eaves connectors, directly supports side bar, again the end of side bar is fixed with corresponding side bar supported joint by the side bar supported joint.
As improvement, mounting method comprises:
It is fixing earlier tie-beam, side bar and eaves plug connector to be pegged graft, and pegs graft another end of tie-beam and the tie-beam connection-peg of beam column connector fixing again.
The beneficial effect of the relative prior art of the present invention is:
When beam column connector and column and crossbeam are installed together, because column connection-peg, supported joint and this body by integral forming of beam column connector, relatively directly connect between traditional architecture steel structure frame beam and column or beam and the beam or the connected mode by welding etc. by securing members such as bolts, significantly reduce 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.Because the column connection-peg of beam column connector is connected with the mutual plug-in type of column, when the column that is positioned under it was put in the insertion of beam column connector, the beam column connector just can directly be supported on the column like this; When the column insertion is seated on the beam column connector that is positioned at its below, column just can directly be supported on the beam column connector, install simple and convenient quick, the installation difficulty that has not had the traditional architecture steel structure frame, after column and beam column connector link together, have and support and supported relation, it is stressed good to make.When crossbeam and supported joint are installed together, the supported joint supporting traverse is stressed good.The connected mode of present technique can also be with the building weight loading, evenly and reasonably between beam and column or beam and beam, transmit, reasonably be delivered on the column load forces, last reasonably the transmission is distributed on the ground, make securing members such as bolt or weld no longer need to bear the support force of column or crossbeam, reduce the stress of building frame construction greatly and concentrate, thereby improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization greatly.Particularly, connected mode in order to realize adopting bolton to connect or weld between traditional architecture steel structure frame beam and column or beam and the beam, the design that must be connected to connection end separately, processing, when beam or post will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam or post then do not need special the manufacturing, dual mode all can't be realized standardized production in enormous quantities, also occur beam or column dimension mismachining tolerance easily and produce the connection error, make original just fragile link position be difficult to well bear the transmission of the power of building weight loading and load, and the beam column connector of present technique in enormous quantities standardization produce in advance, and become standard building materials commodity and carry out market circulation, do not need ready-made processing, can reduce production costs.
Be different from traditional pouring concrete in-situ, the beam column connector is made in batch production, and assembled on site is assembled the house that becomes all styles of arbitrarily at the scene with the member of various sizes, and is also reusable after pulling down, and reduces building waste.Realize the standardization of main components, generalization, easy construction alleviates constructor's labour intensity, has solved existing engineering construction surrounding environment is polluted the problem big, that noise is high, the cycle is long, the workmanship acceptance rate is low.
Various beam column connectors by top layer beam column connector are connected with crossbeam with column, can constitute the multiple frame construction of one deck building.Be connected with crossbeam with column by bottom beam column connector, intermediate layer beam column connector, can constitute the frame construction of multistory building.Because bottom beam column connector and top layer beam column connector comprise multiple beam column connector again, therefore every layer can constitute multiple frame construction again.Be connected with crossbeam with column by bottom beam column connector, intermediate layer beam column connector and top layer beam column connector, not only can constitute multistory building, and make the bottom of building also have building frame construction, being welded on pile tube by the bottom connector connects on the grounding frame, be fixed together by casting cement concrete and underground pile tube again, improve function of seismic resistance, application life, the safety in utilization of building greatly, the pile tube of being driven underground again, the function of seismic resistance of building, application life, safety in utilization are better.
Be connected by the oblique upper support joint of back timber and top layer, top layer beam column connector, form the pitched roof framework.The outermost end of the oblique upper support joint of top layer arrives the minimum horizontal distance at beam column connector body center less than the supporting traverse horizontal plane of the supported joint under the oblique upper support joint of top layer to the horizontal range at beam column connector body center, when crossbeam is installed, can not interfere with the oblique upper support joint of top layer.By the top layer plug connector, the cooperation of back timber hanging part easily increases back timber between the adjacent beam column connector of pitched roof, satisfies the needs of installing.By the top layer hanging part, the cooperation of back timber hanging part, it is more convenient to increase back timber between the adjacent beam column connector of pitched roof.
Reinforced joint makes beam be connected from beginning to end with/post, makes building frame construction form leg-of-mutton support unit, thereby stability is best.
Tank is equipped with tank on the support portion, makes water on the roof converge to the water pipe that flows to ground from the position of setting again in the tank or be communicated with groove when rainy and flows to ground.
By the barricade column is installed on barricade column connection-peg, barricade is installed again, when the roof was the roof, plane, barricade played the effect of safety barrier; When the roof was the roof, inclined-plane, barricade played the effect of decoration.
By on the beam column connector, being provided with the tie-beam connection-peg, cooperate with tie-beam, eaves connector or eaves plug connector, side bar, constitute frameworks such as eaves, balcony, simple in structure, firm, easy for installation, laborsaving.Be provided with linking arm at beam column connector body, be provided with the side bar supported joint on the linking arm end, it is simpler, more firm to constitute frame constructions such as eaves, balcony, installs more convenient, more laborsaving.Be provided with the edge column connection-peg on the eaves connector or on the eaves plug connector or on the linking arm, can constituting the balcony of band guardrail very easily.
This crossbeam is the beam column connector of overhead traveling crane guide rail, is used for the factory building frame construction, and supported joint is used for supporting the overhead traveling crane guide rail, and the scene of overhead traveling crane guide rail is installed simple, and being connected between overhead traveling crane guide rail and column is stressed good.
Be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connector body, can improve the holding capacity of frame construction greatly.
Gap between two spacing protuberances of horizontal support joint forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font, and is simple in structure, and the mould of casting beam column connector is simple, reduces production costs.
The spacing protuberance of horizontal support joint be storage tank sidewall for extend vertically upward again from the end face of side protuberance level outwards bending form, stressed good, be convenient to the installation of screw that crossbeam and beam column connector are held out against.
Two spacing protuberances side protuberance corresponding with it of horizontal support joint forms the storage tank of ccontaining beam-end, and crossbeam need not processed during installation, saves the set-up time, and can be fit to square tube shape steel pipe, H shape steel pipe etc.
Column is H shaped steel or I-steel, the vertical protuberance of column connection-peg inserts in the column, the connecting portion of H shaped steel or I-steel column is contained in the storage tank, column passes first screwed hole and second screwed hole and column butt and two vertical protuberances grafting by threaded fastener, easy for installation, reliable, position and the verticality of adjusting column are convenient.
Connection-peg adopts the mode of tubular protuberance, pegs graft conveniently with the end of the column of round steel pipe or square steel pipe, and the column and the beam column connector that will be plugged on together are fixing also convenient.Be provided with elastic tongue on tubular protuberance, connection-peg can not rock when inserting corresponding beam or post each other, and inserting Liang Shike no longer needs to fix by alternate manners such as welding or securing members.Be provided with screwed hole or sealing weld groove on the sidewall of tubular protuberance, fixed form is simple, and is fixing reliable.Column is round steel pipe or square steel pipe, and the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column, and column inserts in the vertical protuberance of column connection-peg, is installed in column and the locking of tubular protuberance on the screwed hole by lock-screw.By scolder is welded in the sealing weld through hole column connection-peg and column are fixed together, and/or column connection-peg and column be fixed together, make the firm and reliable connection of beam column connector and column so on the one hand, on the other hand because welding has been a fixation, the welding position does not need to bear the support force of support post or crossbeam, therefore the phenomenon that yet can not cause frame construction node stress to concentrate.
The reinforcing rib of supported joint side protuberance below improves the support force that supported joint can bear greatly, thereby further improves function of seismic resistance, application life, the safety in utilization of frame construction.
By scolder is welded in the sealing weld through hole supported joint and crossbeam are fixed together, make the firm and reliable connection of beam column connector and crossbeam so on the one hand, on the other hand because welding has been a fixation, the welding position does not need to bear the support force of support post or crossbeam, therefore the phenomenon that yet can not cause frame construction node stress to concentrate.
The adjustment instrument is inserted the adjustment hole, just can regulate the position of the relative beam column connector of beam or post, easy to adjust, laborsaving.
The lateral surface that is not provided with supported joint at the beam column connector is provided with the fixedly screwed hole or the through hole of wallboard, and is convenient when wallboard is installed.
The periphery of the face that the column connection-peg contacts with column flushes with the periphery of column, and the side of crossbeam flushes with the side of supported joint, the appearance looks elegant of frame construction like this, can be directly as the outer facade of building.
Adopt the beam hanging part, the beam hanging part is hanging on the corresponding crossbeam gets final product, just can finish on the crossbeam that is connected, the oblique top beam is installed to pitched roof between crossbeam and the crossbeam easily, apace and the installation of stair frame construction.With respect to the frame construction that need could realize that is connected between existing beam and the beam by the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.With respect to welding manner or the connector ways of connecting by non-grafting, the weight transfer of the plate of beam and beam upper support etc. bears for the beam hanging part, the beam hanging part passes to crossbeam with power again, because the direct support reinforcing beam of the one-body molded beam hanging part of beam connection-peg, suspension part and connecting portion of beam hanging part, the direct brace summer hanging part of crossbeam, stressed good, greatly reduce the connected node position between stress concentrations Yu Liang and the beam, overcome link position stressed poor, connect fragile defective, and significantly reduce that securing member connects or the connecting link of welding.Adopt the connected mode of hanging part will build weight loading, evenly and reasonably between Liang Heliang, transmit, make securing member or weld not need to bear the gravity of plate on beam and the beam etc., thereby improve the installation effectiveness of building frame construction and function of seismic resistance, application life, safety in utilization greatly.
Adopt plug connector, can finish the connection between the Liang Yuliang easily, apace, the connection between post and the post, the connection between the Liang Yuzhu, the connection between the guardrail of balcony, stair, barricade etc.With respect to the frame construction that need could realize that is connected between existing beam and the beam by the support of post, indoorly can not separated by post, indoor usage space is big, and utilization rate and aesthetic property improve greatly.
One side of L shaped side shield is stretched in the side shield locating slot and with the beam column connector and is fixed, L shaped side shield and beam column connector form peripheral end to end barricade, form the accommodation space of casting cement floor with floor support shuttering etc., be convenient to the casting cement concrete and form the floor that is parallel to horizontal plane, no longer need traditional support shuttering to support during the casting cement floor, significantly reduce raw-material waste.Support shuttering also can comprise upper support template and lower support template, the lower support template is fixed on the upper support template by screw and nut, after the cement concrete of cast solidifies, the lower support template disassembles, further reduce raw-material waste, stay that nut in the floor also can be used as follow-up finishing such as furred ceiling uses.
Metal beam column connector adopts casting on one side, adopts the forming method of the beam column connector of casting, and cost is low, is convenient to the beam column connector of the various structures of moulding.Plastic cement beam column connector adopts the method for injection mo(u)lding, and the quality of the beam column connector of moulding is good.
Mounting method of the present invention, laborsaving, quick and easy.
Description of drawings
Fig. 1 is the schematic perspective view of the embodiment of the invention 1.
Fig. 2 is the schematic perspective view of the embodiment of the invention 2.
Fig. 3 is the schematic perspective view of the embodiment of the invention 3.
Fig. 4 is the schematic perspective view of the embodiment of the invention 4.
Fig. 5 is the schematic perspective view of the embodiment of the invention 5.
Fig. 6 is the schematic perspective view of the embodiment of the invention 6.
Fig. 7 is the schematic perspective view of the embodiment of the invention 7.
Fig. 8 is the schematic perspective view of the embodiment of the invention 8.
Fig. 9 is the schematic perspective view of the embodiment of the invention 9.
Figure 10 is the schematic perspective view of the embodiment of the invention 10.
Figure 11 is the schematic perspective view of the embodiment of the invention 11.
Figure 12 is the schematic perspective view of the embodiment of the invention 12.
Figure 13 is the schematic perspective view of the embodiment of the invention 13.
Figure 14 is the schematic perspective view of the embodiment of the invention 14.
Figure 15 is the schematic perspective view of the embodiment of the invention 15.
Figure 16 is the schematic perspective view of the embodiment of the invention 16.
Figure 17 is the schematic perspective view of the embodiment of the invention 17.
Figure 18 is the schematic perspective view of the embodiment of the invention 18.
Figure 19 is the schematic perspective view of the embodiment of the invention 19.
Figure 20 is the schematic perspective view of the embodiment of the invention 20.
Figure 21 is the schematic perspective view of the embodiment of the invention 21.
Figure 22 is the schematic perspective view of the embodiment of the invention 22.
Figure 23 is the schematic perspective view of the embodiment of the invention 23.
Figure 24 is the schematic perspective view of the embodiment of the invention 24.
Figure 25 is the schematic perspective view of the embodiment of the invention 25.
Figure 26 is the schematic perspective view of the embodiment of the invention 26.
Figure 27 is the schematic perspective view of the embodiment of the invention 27.
Figure 28 is the schematic perspective view of the embodiment of the invention 28.
Figure 29 is the schematic perspective view of the embodiment of the invention 29.
Figure 30 is the schematic perspective view of the embodiment of the invention 30.
Figure 31 is the schematic perspective view of the embodiment of the invention 31.
Figure 32 is the schematic perspective view of the embodiment of the invention 32.
Figure 33 is the schematic perspective view of the embodiment of the invention 33.
Figure 34 is the schematic perspective view of the embodiment of the invention 34.
Figure 35 is the schematic perspective view of the embodiment of the invention 35.
Figure 36 is the schematic perspective view of the embodiment of the invention 36.
Figure 37 is the schematic perspective view of the embodiment of the invention 37.
Figure 38 is the schematic perspective view of the embodiment of the invention 38.
Figure 39 is the schematic perspective view of the embodiment of the invention 39.
Figure 40 is the schematic perspective view of the embodiment of the invention 40.
Figure 41 is the schematic perspective view of the embodiment of the invention 41.
Figure 42 is the schematic perspective view of the embodiment of the invention 42.
Figure 43 is the schematic perspective view of the embodiment of the invention 43.
Figure 44 is the schematic perspective view of the embodiment of the invention 44.
Figure 45 is the schematic perspective view of the embodiment of the invention 45.
Figure 46 is the schematic perspective view of the embodiment of the invention 46.
Figure 47 is the schematic perspective view of the embodiment of the invention 47.
Figure 48 is the schematic perspective view of the embodiment of the invention 48.
Figure 49 is the schematic perspective view of the embodiment of the invention 49.
Figure 50 is the schematic perspective view of the embodiment of the invention 50.
Figure 51 is the schematic perspective view of the embodiment of the invention 51.
Figure 52 is the schematic perspective view of the embodiment of the invention 52.
Figure 53 is the schematic perspective view of the embodiment of the invention 53.
Figure 54 is the schematic perspective view of the embodiment of the invention 54.
Figure 55 is the schematic perspective view of the embodiment of the invention 55.
Figure 56 is the schematic perspective view of the embodiment of the invention 56.
Figure 57 is the schematic perspective view of the embodiment of the invention 57.
Figure 58 is the schematic perspective view of the embodiment of the invention 58.
Figure 59 is the schematic perspective view of the embodiment of the invention 59.
Figure 60 is the schematic perspective view of the embodiment of the invention 60.
Figure 61 is the schematic perspective view of the embodiment of the invention 61.
Figure 62 is the schematic perspective view of the embodiment of the invention 62.
Figure 63 is the schematic perspective view of the embodiment of the invention 63.
Figure 64 is the schematic perspective view of the embodiment of the invention 64.
Figure 65 is the schematic perspective view of the embodiment of the invention 65.
Figure 66 is the schematic perspective view of the embodiment of the invention 66.
Figure 67 is the schematic perspective view of the embodiment of the invention 67.
Figure 68 is the schematic perspective view of the embodiment of the invention 68.
Figure 69 is the schematic perspective view of the embodiment of the invention 69.
Figure 70 is the schematic perspective view of the embodiment of the invention 70.
Figure 71 is the schematic perspective view of the embodiment of the invention 71.
Figure 72 is the schematic perspective view of the embodiment of the invention 72.
Figure 73 is the schematic perspective view of the embodiment of the invention 73.
Figure 74 is the schematic perspective view of the embodiment of the invention 74.
Figure 75 is the schematic perspective view of the embodiment of the invention 75.
Figure 76 is the schematic perspective view of the embodiment of the invention 76.
Figure 77 is the schematic perspective view of the embodiment of the invention 77.
Figure 78 is the schematic perspective view of the embodiment of the invention 78.
Figure 79 is the schematic perspective view of the embodiment of the invention 79.
Figure 80 is the schematic perspective view of the back timber connector of the embodiment of the invention 79.
Figure 81 is the schematic perspective view of another back timber connector of the embodiment of the invention 79.
Figure 82 is the schematic perspective view of the top layer hanging part of the embodiment of the invention 79.
Figure 83 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 79.
Figure 84 is the schematic perspective view of the embodiment of the invention 80.
Figure 85 is the schematic perspective view of the bottom connector of the embodiment of the invention 80.
Figure 86 is the schematic perspective view of the plug connector of the embodiment of the invention 80.
Figure 87 is the schematic perspective view of another plug connector of the embodiment of the invention 80.
Figure 88 is the schematic perspective view of the embodiment of the invention 81.
Figure 89 is the schematic perspective view of the beam column plane plug connector of the embodiment of the invention 81.
Figure 90 is the schematic perspective view of the top layer plug connector of the embodiment of the invention 81.
Figure 91 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 81.
Figure 92 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 82.
Figure 93 is the schematic perspective view of the plug connector of the embodiment of the invention 83.
Figure 94 is the schematic perspective view of the plug connector of the embodiment of the invention 83.
Figure 95 is the schematic perspective view of another plug connector of the embodiment of the invention 83.
Figure 96 is the schematic perspective view of the top layer hanging part of the embodiment of the invention 83.
Figure 97 is the schematic perspective view of the back timber hanging part of the embodiment of the invention 83.
Figure 98 is the schematic perspective view of the embodiment of the invention 84.
Figure 99 is the schematic perspective view of the first eaves connector of the embodiment of the invention 84.
Figure 100 is the schematic perspective view of the 3rd eaves connector of the embodiment of the invention 84.
Figure 101 is the schematic perspective view of the beam column plane plug connector of the embodiment of the invention 84.
Figure 102 is the schematic perspective view of the embodiment of the invention 85.
Figure 103 is the schematic perspective view of the 5th eaves connector of the embodiment of the invention 85.
Figure 104 is the schematic perspective view of the 6th eaves connector of the embodiment of the invention 85.
Figure 105 is the schematic perspective view of the embodiment of the invention 86.
Figure 106 is the schematic perspective view of the embodiment of the invention 87.
Figure 107 is the schematic perspective view of the embodiment of the invention 88.
Figure 108 is the schematic perspective view of the embodiment of the invention 88.
Figure 109 is the schematic perspective view of the plane beam plug connector of the embodiment of the invention 88.
Figure 110 is the schematic perspective view of the first beam hanging part of the embodiment of the invention 88.
Figure 111 is the schematic perspective view of the second beam hanging part of the embodiment of the invention 88.
Figure 112 is the schematic perspective view of the 5th beam hanging part of the embodiment of the invention 88.
Figure 113 is the schematic perspective view of the 4th beam hanging part of the embodiment of the invention 88.
Figure 114 is the schematic perspective view of the first eaves connector of the embodiment of the invention 88.
Figure 115 is the schematic perspective view of the 3rd eaves connector of the embodiment of the invention 88.
Figure 116 is the schematic perspective view of the first side bar post connector of the embodiment of the invention 88.
Figure 117 is the schematic perspective view of the 7th eaves connector of the embodiment of the invention 88.
Figure 118 is the schematic perspective view of the 3rd side bar post connector of the embodiment of the invention 88.
Figure 119 is the schematic perspective view of the 11 eaves connector of the embodiment of the invention 88.
Figure 120 is the schematic perspective view of the embodiment of the invention 89.
Figure 121 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 122 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 123 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 124 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 125 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 126 is the schematic perspective view of the eaves plug connector of the embodiment of the invention 89.
Figure 127 is the schematic perspective view of the embodiment of the invention 90.
Figure 128 is the schematic perspective view of the embodiment of the invention 91.
Figure 129 is the schematic perspective view of the embodiment of the invention 92.
Figure 130 is the schematic perspective view of the top layer hanging part of the embodiment of the invention 92.
Figure 131 is the schematic perspective view of the embodiment of the invention 93.
Figure 132 is the schematic perspective view of the plug connector of the embodiment of the invention 93.
Figure 133 is the schematic perspective view of another plug connector of the embodiment of the invention 93.
Figure 134 is the perspective exploded view of the embodiment of the invention 94.
Figure 135 is the schematic diagram of a kind of bottom connector of the embodiment of the invention 94.
Figure 136 is the schematic diagram of the plane plug connector of the embodiment of the invention 94.
Figure 137 is the perspective exploded view of the embodiment of the invention 95.
Figure 138 is the cross-sectional schematic along the A-A of Figure 137.
Figure 139 is the enlarged diagram of the I portion of Figure 138.
Figure 140 is the perspective exploded view of the embodiment of the invention 96.
Figure 141 is the perspective exploded view of the embodiment of the invention 97.
Figure 142 is the schematic perspective view of the plug connector of the embodiment of the invention 97.
Figure 143 is the schematic perspective view of another plug connector of the embodiment of the invention 97.
Figure 144 cut away view that to be the embodiment of the invention 97 dissect along the axis of fixing glass plate bolt.
Figure 145 is the perspective exploded view of the embodiment of the invention 98.
Figure 146 is the perspective exploded view of the embodiment of the invention 99.
Figure 147 is the perspective exploded view of the embodiment of the invention 100.
Figure 148 is the perspective exploded view of the embodiment of the invention 101.
The specific embodiment
Embodiment 1
As shown in Figure 1, the beam column connector, be bottom beam column connector, comprise integrated beam column connector body 1, need and the post end of vertical level direction 2, two of the fixing upper pillar stand connection-pegs of pegging graft directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 3, the horizontal support joint 4 that are connected and fixed.
Above beam column connector body 1, be provided with the support post horizontal plane 5 of direct support post.The upper pillar stand connection-peg comprise the symmetry of extending straight up from the support post horizontal plane, opening is towards U type piece 6 both sides, horizontal Tile, U type piece 7.Gap between U type piece 6, the U type piece 7 forms the storage tank that cooperates with the connecting portion of I-steel.U type piece, two faces that U type piece is relative are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U type piece, U type piece are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Be provided with protuberance 14 down in the bottom of beam column connector body 1.Be provided with supported 15 in the both sides of beam column connector body.Horizontal support joint 4 comprises the side protuberance 8 that is convexly equipped with from supported 15 end face along continuous straight runs, extend again outwards bending vertically upward from the end face of side protuberance 8 and be provided with spacing protuberance 9 two symmetries, that level is arranged side by side, spacing protuberance 10, on the base plane of the groove that spacing protuberance 9, spacing protuberance 10 and side protuberance 8 form, be provided with round platform 11, between round platform 11, be connected with reinforcing rib 12, in each round platform 11, be provided with tapped through hole 13.Gap between spacing protuberance 9, the spacing protuberance 10 forms the storage tank of vertical component effect that ccontaining end is processed to the side bar end of font.
Horizontal support joint 3 vertically is convexly equipped with from the end face of supported portion.The structure of horizontal support joint 3 is identical with the structure of horizontal support joint 4.The beam column connector is by the moulding of sand mold die cast.
Embodiment 2
As shown in Figure 2, as different from Example 1, the horizontal support joint is three, i.e. horizontal support joint 16, horizontal support joint 17, horizontal support joint 18, horizontal support joint 16, horizontal support joint 17, horizontal support joint 18 mutually vertically become the T font.
Embodiment 3
As shown in Figure 3, the beam column connector, be bottom beam column connector, comprise integrated beam column connector body 20, need and the post end of vertical level direction fixing 21, four across of upper pillar stand connection-peg of pegging graft directly support the crossbeam parallel with horizontal plane, and the end of crossbeam the horizontal support joint 22, horizontal support joint 23, horizontal support joint 24, the horizontal support joint 19 that are connected and fixed.The bottom surface of beam column connector body 20 is a plane.The structure of upper pillar stand connection-peg 21 and four horizontal support joints and embodiment 1 are together.
Embodiment 4
As shown in Figure 4, the beam column connector, the beam column connector is a top layer beam column connector, comprise integrated beam column connector body 25, need and the post end of vertical level direction peg graft 26, two of fixing lower pillar stand connection-pegs vertical mutually, directly support the crossbeam parallel, and the end of crossbeam the horizontal support joint 27, the horizontal support joint 28 that are connected and fixed with horizontal plane.
Below beam column connector body 25, be provided with by column directly support by upright supports horizontal plane 29.Lower pillar stand connection-peg 26 comprise two from extended straight down by upright supports horizontal plane 29 symmetry that forms, opening is towards U-shaped piece 30 both sides, horizontal Tile, U-shaped piece 31, on the base plane of the U-lag of U-shaped piece 30, U-shaped piece 31, be provided with round platform 32, between round platform 32, be connected with reinforcing rib 33, in each round platform 32, be provided with tapped through hole 34, also be provided with and adjust the adjustment hole (not shown) of column, adjust the hole and be communicated with by upright supports horizontal plane 29 and pass by upright supports horizontal plane 29 with respect to beam column connector position.On a side of U-shaped piece 30, U-shaped piece 31, be provided with the tapped through hole 35 of adjusting the column verticality.Gap between U-shaped piece 30, the U-shaped piece 31 forms the storage tank that cooperates with the connecting portion of H shaped steel.U-shaped piece 30, U-shaped piece 31 two relative faces are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U-shaped piece 30, U-shaped piece 31 are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Horizontal support joint 27, horizontal support joint 28 includes the side protuberance 36 that is convexly equipped with from the side along continuous straight runs of beam column connector body 25, extend again outside bending vertically upward from the end face of side protuberance 36 and be provided with two symmetries, the spacing protuberance 37 that level is arranged side by side, spacing protuberance 38, be provided with the reinforcing rib 39 that links to each other with beam column connector body 25 in the bottom surface of side protuberance 36, at spacing protuberance 37, spacing protuberance 38 is provided with round platform 40 with the base plane of the groove that side protuberance 36 forms, between round platform 40, be connected with reinforcing rib 41, in each round platform 40, be provided with tapped through hole 42, also be provided with each horizontal support joint crossbeam end face and be communicated with, adjust the adjustment hole of crossbeam with respect to beam column connector position.The adjustment hole 43 of horizontal support joint 27 and the crossbeam end face of horizontal support joint 27 are kept out face 44 and are communicated with and pass the crossbeam end face and keep out face 44.The end face of side protuberance 36 is the support side bar horizontal plane 45 that directly supports side bar.Gap between spacing protuberance 37, the spacing protuberance 38 forms the storage tank of vertical component effect that ccontaining end is processed to the side bar end of T font.On the base plane of groove, be provided with sealing weld through hole 46.The beam column connector comprises lateral surface 47, the lateral surface 48 that is not provided with supported joint, keep out the side shield locating slot 49 of the horizontal direction that face 44 is communicated with the crossbeam end face of lateral surface 47 and horizontal support joint 27, keep out the side shield locating slot 51 of the horizontal direction that face 50 is communicated with the crossbeam end face of lateral surface 48 and horizontal support joint 28.On the upper side wall of side plate locating slot 48, side shield locating slot 49, be equipped with tapped through hole 52.
The beam column connector is by the lost foam casting moulding.
Embodiment 5
As shown in Figure 5, as different from Example 4, the horizontal support joint is three, i.e. horizontal support joint 53, horizontal support joint 54, horizontal support joint 55, horizontal support joint 53, horizontal support joint 54, horizontal support joint 55 mutually vertically become the T font.The beam column connector comprises the lateral surface 56 that is not provided with supported joint, keep out the side shield locating slot 58 of the horizontal direction that face 57 is communicated with the crossbeam end face of lateral surface 56 and horizontal support joint 53, keep out the side shield locating slot (not shown) of the horizontal direction that face 59 is communicated with the crossbeam end face of lateral surface 56 and horizontal support joint 55.
Embodiment 6
As shown in Figure 6, as different from Example 4, the horizontal support joint is four, be horizontal support joint 60, horizontal support joint 61, horizontal support joint 62, horizontal support joint 63, horizontal support joint 60, horizontal support joint 61, horizontal support joint 62, horizontal support joint 63 is vertical mutually, across.On the beam column connector, be not provided with the side shield locating slot.
Embodiment 7
As shown in Figure 7, the beam column connector, comprise integrated beam column connector body 64, be convexly equipped with straight down from the bottom of beam column connector body 64 need to peg graft fixing with the post end of vertical level direction lower pillar stand connection-peg 65 and top from beam column connector body 64 be convexly equipped with straight up 66, two of upper pillar stand connection-pegs vertical mutually, directly support the crossbeam parallel, and the end of crossbeam the horizontal support joint 67, the horizontal support joint 68 that are connected and fixed with horizontal plane.
The structure of lower pillar stand connection-peg 65, horizontal support joint 67, horizontal support joint 68 is identical with embodiment 4.Upper pillar stand connection-peg 66 and lower pillar stand connection-peg 65 are about its center horizontal plane symmetry.
Embodiment 8
As shown in Figure 8, as different from Example 7, the horizontal support joint is three, i.e. horizontal support joint 70, horizontal support joint 71, horizontal support joint 72, horizontal support joint 70, horizontal support joint 71, horizontal support joint 72 mutually vertically become the T font.
Embodiment 9
As shown in Figure 9, as different from Example 7, the horizontal support joint is four, be horizontal support joint 75, horizontal support joint 76, horizontal support joint 77, horizontal support joint 78, horizontal support joint 75, horizontal support joint 76, horizontal support joint 77, horizontal support joint 78 is vertical mutually, across.
Embodiment 10
As shown in figure 10, as different from Example 8, the beam column connector also comprises reinforced joint 80, reinforced joint 81, reinforced joint 82, the reinforced joint 85 that is arranged on the beam column connector that is used for being connected diagonal position between adjacent horizontal support joint and column connection-peg.Reinforced joint 80, reinforced joint 81, reinforced joint 82 include two parallel protuberances 83, the protuberance 84 from the oblique protrusion of connector body, and protuberance 83, protuberance 84 forms the storage tank that vertical component effect side direction that ends are processed to the beam of T font is inserted.
Embodiment 11
As shown in figure 11, the beam column connector is a top layer beam column connector, comprises the oblique upper support joint 93 of 92, one top layers of 91, one horizontal support joints of 90, one lower pillar stand connection-pegs of integrated beam column connector body.The structure of lower pillar stand connection-peg 91, horizontal support joint 92 is identical with embodiment 4.
Be provided with obliquely kink 94 at beam column connector body 90.The oblique upper support joint 93 of top layer comprises the side protuberance 95 that extends along diagonal upward direction from the end face of vertical kink 94.Extend again outwards bending obliquely at the end face of vertical side protuberance 95 and be provided with spacing protuberance 96 two symmetries, arranged side by side, spacing protuberance 97, on the base plane of the groove that spacing protuberance 96, spacing protuberance 97 and side protuberance form, be equipped with round platform 98, between round platform 98, be connected with reinforcing rib 99, in round platform 98, be provided with tapped through hole 100.Below side protuberance 95, be provided with the reinforcing rib 101 that connects together with beam column connector body 90.
Embodiment 12
As shown in figure 12, as different from Example 11, the horizontal support joint is two, i.e. horizontal support joint 105, horizontal support joint 106, horizontal support joint 105,106 one-tenth in-lines of horizontal support joint.
Embodiment 13
As shown in figure 13, as different from Example 11, under the oblique upper support joint 110 of top layer, also be provided with horizontal support joint 111; The outermost end 112 of the oblique upper support joint 110 of top layer arrives the minimum horizontal distance at beam column connector body 113 centers less than the supporting traverse horizontal plane 114 of the horizontal support joint 111 under the oblique upper support joint 110 of top layer to the horizontal range at beam column connector body 113 centers.
Embodiment 14
As shown in figure 14, as different from Example 13, the horizontal support joint is two, i.e. horizontal support joint 115, horizontal support joint 116, horizontal support joint 115,116 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides of the oblique upper support joint 117 of top layer.
Embodiment 15
As shown in figure 15, the beam column connector is a top layer beam column connector, comprise integrated beam column connector body 120, a lower pillar stand connection-peg 121,122, two of horizontal support joints tiltedly descend connection-peg 123, top layer tiltedly to descend connection-peg 124 about the centrosymmetric top layer of top layer beam column connector.The structure of lower pillar stand connection-peg 121, horizontal support joint 122 is identical with embodiment 4.
On beam column connector body, be provided with two and keep out face 125 about top layer beam column connector center symmetry, down the back timber end face of keeping out the back timber end face.Each top layer tiltedly descends the vertical back timber end face of connection-peg to keep out face 125 and is convexly equipped with downwards, and its structure is identical with the structure of lower pillar stand connection-peg.
Embodiment 16
As shown in figure 16, as different from Example 15, the horizontal support joint is two, i.e. horizontal support joint 126, horizontal support joint 127, and horizontal support joint 126,127 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
Embodiment 17
As shown in figure 17, the beam column connector is a top layer beam column connector, comprises the oblique lower support joint 133 of 132, one top layers of 131, one horizontal support joints of 130, one lower pillar stand connection-pegs of integrated beam column connector body.Be provided with protuberance 134 under oblique in a side of beam column connector body 130.The end face of oblique lower support joint 133 vertical lugs 134 of top layer is convexly equipped with downwards.
Lower pillar stand connection-peg 131, horizontal support joint 132 are identical with embodiment 7.The structure of the oblique lower support joint 133 of top layer is identical with the structure of horizontal support joint 132.
Embodiment 18
As shown in figure 18, as different from Example 17, the horizontal support joint is two, i.e. horizontal support joint 135, horizontal support joint 136, horizontal support joint 135,136 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides of the oblique lower support joint 137 of top layer.
Embodiment 19
As shown in figure 19, as different from Example 5, deviate from beam column connector body 140 on the lateral surface 142 of horizontal support joint 141 and convex with tank support portion 143, extend on away from a side direction of beam column connector body 140 in tank support portion 143 and to be provided with blocking part 144, side shield locating slot 145 is the medial surface that is communicated with beam column connector body and the groove of lateral surface.
Embodiment 20
As shown in figure 20, as different from Example 4, deviate from beam column connector body 145 on two adjacent lateral surfaces 148 of horizontal support joint 146 and convex with independently tank support portion 150, deviate from beam column connector body 145 on two adjacent lateral surfaces 149 of horizontal support joint 147 and convex with independently tank support portion 151, extend in tank support portion 150 and to be provided with blocking part 152 away from a side direction of beam column connector body 145, extend in tank support portion 151 and to be provided with blocking part 153 away from a side direction of beam column connector body 145, side shield locating slot 154 is the medial surface of connection beam column connector body and the groove of lateral surface.
Embodiment 21
As shown in figure 21, as different from Example 4, deviate from beam column connector body 155 on two adjacent lateral surfaces 158,159 of horizontal support joint 156, horizontal support joint 157 and convex with the tank support portion 160 that fuses, extend upward away from the both sides of beam column connector body 155 in tank support portion 160 and to be provided with blocking part 161, blocking part 162, be provided with water through hole 163 down on tank support portion 160, side shield locating slot 164 is the medial surface of connection beam column connector body and the groove of lateral surface.
Embodiment 22
As shown in figure 22, as different from Example 8, the beam column connector is a top layer beam column connector, deviate from the lateral surface of horizontal support joint 166 convexing with tank support portion 167 at beam column connector body 165, extend in tank support portion 167 and be provided with blocking part 168 away from a side direction of beam column connector body 165.
Embodiment 23
As shown in figure 23, as different from Example 7, the beam column connector is a top layer beam column connector, deviate from beam column connector body 170 on two adjacent lateral surfaces of horizontal support joint 171, horizontal support joint 172 and convex with independently tank support portion 173, tank support portion 174 respectively, extend in tank support portion 173 and to be provided with blocking part 175, extend in tank support portion 174 and be provided with blocking part 176 away from a side direction of beam column connector body 170 away from a side direction of beam column connector body 170.
Embodiment 24
As shown in figure 24, as different from Example 7, the beam column connector is a top layer beam column connector, deviate from beam column connector body 180 on two adjacent lateral surfaces of horizontal support joint 181, horizontal support joint 182 and convex with the tank support portion 183 that fuses, extend upward away from the both sides of beam column connector body 180 in tank support portion 183 and to be provided with blocking part 184, blocking part 185, on tank support portion 183, be provided with water through hole 186 down.
Embodiment 25
As shown in figure 25, as different from Example 19, deviate from the lateral surface of horizontal support joint 191 convexing with tank support portion 192 at beam column connector body 190, extend in tank support portion 192 and be provided with blocking part 193 away from a side direction of beam column connector body 140.On blocking part 193, convex with barricade column connection-peg 194 straight up.The structure of barricade column connection-peg 194 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 26
As shown in figure 26, as different from Example 4, deviate from beam column connector body 195 on the lateral surface of horizontal support joint 196 and convex with tank support portion 197, extend in tank support portion 197 and to be provided with blocking part 198, on blocking part 198, convex with barricade column connection-peg 199 straight up away from a side direction of beam column connector body 195.Deviate from beam column connector body 195 on the lateral surface of horizontal support joint 200 and convex with tank support portion 201, extend in tank support portion 201 and to be provided with blocking part 202, on blocking part 202, convex with barricade column connection-peg 203 straight up away from a side direction of beam column connector body 195.The structure of barricade column connection-peg 199, barricade column connection-peg 203 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 27
As shown in figure 27, as different from Example 13, deviate from beam column connector body 205 on the lateral surface 207 of the oblique upper support joint 206 of top layer and convex with tank support portion 208, extend in tank support portion 208 and to be provided with blocking part 209, on blocking part 209, convex with barricade column connection-peg 210 straight up away from a side direction of beam column connector body 205.The structure of barricade column connection-peg 210 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 28
As shown in figure 28, as different from Example 14, deviate from beam column connector body 211 on the lateral surface of the oblique upper support joint 212 of top layer and convex with tank support portion 213, extend in tank support portion 213 and to be provided with blocking part 214, on blocking part 214, convex with barricade column connection-peg 215 straight up away from a side direction of beam column connector body 211.The structure of barricade column connection-peg 215 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 29
As shown in figure 29, as different from Example 4, deviate from this 220 bodies of beam column connector on the lateral surface of horizontal support joint 221 and convex with tank support portion 222, extend in tank support portion 222 and to be provided with blocking part 223 away from a side direction of beam column connector body 220, on blocking part 223, convex with barricade column connection-peg 224 straight up, a side of 223 convexes with barricade horizontal support joint 225 in the blocking part, and barricade horizontal support joint 225 is with the structure of horizontal support joint 226, towards identical.The structure of barricade column connection-peg 224 is identical with the structure of the upper pillar stand connection-peg of embodiment 7.
Embodiment 30
As shown in figure 28, as different from Example 5, deviate from beam column connector body 227 on the lateral surface of horizontal support joint 228 and convex with tank support portion 229, extend in tank support portion 229 and to be provided with blocking part 230 away from a side direction of beam column connector body 227, on blocking part 230, convex with barricade column connection-peg 231 straight up, 231 relative both sides convex with the barricade horizontal support joint 232 of symmetry in the blocking part, barricade horizontal support joint 233, barricade horizontal support joint 232 is with the parallel of horizontal support joint 234 and towards identical, barricade horizontal support joint 233 and supported joint 235 are parallel and towards identical.Barricade horizontal support joint 232 is identical with the structure of the horizontal support joint of embodiment 1.On the reinforcing rib 216 in the outside below the horizontal support joint 234, be provided with the through hole 217 that barricade is fixed on the beam column connector, on the reinforcing rib 218 in the outside below the horizontal support joint 235, be provided with the through hole 219 that barricade is fixed on the beam column connector.
Embodiment 31
As shown in figure 31, as different from Example 4, deviate from horizontal support joint 236 at beam column connector body 245, convex with the tank support portion 238 that fuses on two adjacent lateral surfaces of horizontal support joint 237, extend upward away from the both sides of beam column connector body 245 in tank support portion 238 and to be provided with blocking part 239, blocking part 240, on tank support portion 238, be provided with water through hole 241 down, angle position in tank support portion 238 away from beam column connector body 245 convexes with protuberance 242 straight up, convex with barricade horizontal support joint 243 in protuberance 242 adjacent both sides, barricade horizontal support joint 244 is provided with barricade column connection-peg 245 at the top of protuberance 242.Barricade horizontal support joint 243 and horizontal support joint 236 are parallel and towards identical, and barricade horizontal support joint 244 and horizontal support joint 237 are parallel and towards identical.On the reinforcing rib 220 in the outside below the horizontal support joint 236, be provided with the through hole 221 that barricade is fixed on the beam column connector.
Embodiment 32
Shown in figure 32, as different from Example 8, the beam column connector also comprises the tie-beam connection-peg that the lateral surface level that never is provided with supported joint is convexly equipped with; The tie-beam connection-peg comprises the square tube shape protuberance 247 of the lateral surface along continuous straight runs extension that never is provided with supported joint, on four lateral surfaces of square tube shape protuberance 247, be equipped with elastic tongue 248, elastic tongue 248 is connected on the square tube shape protuberance 247 away from an end of beam column connector body 249, and elastic tongue 248 is a free end towards an end of beam column connector body 249.
Embodiment 33
As shown in figure 33, as different from Example 7, the beam column connector also comprises the tie-beam connection-peg 250 that a lateral surface along continuous straight runs that never is provided with supported joint is convexly equipped with; Tie-beam connection-peg 250 structures are identical with the structure of embodiment 32.
Embodiment 34
As shown in figure 34, as different from Example 4, the beam column connector also comprises a tie-beam connection-peg 255 that never is provided with a lateral surface along continuous straight runs of supported joint; Tie-beam connection-peg structure is identical with the structure of embodiment 32.
Embodiment 35
As shown in figure 35, as different from Example 5, the beam column connector also comprises a tie-beam connection-peg 260 that never is provided with the lateral surface along continuous straight runs of supported joint; The structure of tie-beam connection-peg 260 is identical with the structure of embodiment 32.
Embodiment 36
As shown in figure 36, as different from Example 14, the beam column connector also comprises a tie-beam connection-peg 263; Deviate from the oblique protuberance 266 that has on the lateral surface of the oblique upper support joint 265 of top layer at beam column connector body 264.Be convexly equipped with under the bottom surface 267 of tie-beam connection-peg 263 vertical lugs 266 is oblique.Tie-beam connection-peg 263 is identical with the structure of lower pillar stand connection-peg 268.
Embodiment 37
As shown in figure 37, as different from Example 13, the beam column connector also comprises a tie-beam connection-peg 272; Deviate from the oblique protuberance 275 that has on the lateral surface of the oblique upper support joint 274 of top layer at beam column connector body 273, be convexly equipped with under the bottom surface of tie-beam connection-peg 272 vertical lugs 275 276 is oblique.Tie-beam connection-peg structure and embodiment 36 are together.
Embodiment 38
As shown in figure 38, as different from Example 4, the beam column connector also comprises a tie-beam connection-peg 277; Deviate from the oblique protuberance 280 that has of angle position on the adjacent lateral surface of horizontal support joint 278, horizontal support joint 279 at beam column connector body 282, be convexly equipped with under the bottom surface of tie-beam connection-peg 277 vertical lugs 280 281 is oblique.Tie-beam connection-peg 277 structures and embodiment 36 are together.
Embodiment 39
As shown in figure 39, as different from Example 4, the beam column connector also comprises a tie-beam connection-peg 285; Deviate from the oblique protuberance that has on the lateral surface of horizontal support joint 287 at beam column connector body 286, be convexly equipped with under the bottom surface of tie-beam connection-peg 285 vertical lugs is oblique.Tie-beam connection-peg 285 structures and embodiment 36 are together.
Embodiment 40
As shown in figure 40, as different from Example 5, the beam column connector also comprises a tie-beam connection-peg 290; Deviate from the oblique protuberance that has on the lateral surface of horizontal support joint 292 at beam column connector body 291,, be convexly equipped with under the bottom surface of tie-beam connection-peg 290 vertical lugs is oblique.The structure of tie-beam connection-peg 290 and embodiment 36 are together.
Embodiment 41
As shown in figure 41, as different from Example 7, the beam column connector also comprises a tie-beam connection-peg 295; Deviate from the oblique protuberance 298 that has on the lateral surface of horizontal support joint 297 at beam column connector body 296, be convexly equipped with under the bottom surface of tie-beam connection-peg 295 vertical lugs 98 is oblique.Tie-beam connection-peg 295 structures and embodiment 36 are together.
Embodiment 42
As shown in figure 42, as different from Example 8, the beam column connector also comprises a tie-beam connection-peg 300; Deviate from the oblique protuberance 303 that has on the lateral surface of horizontal support joint 302 at beam column connector body 301, be convexly equipped with under the bottom surface of tie-beam connection-peg 300 vertical lugs 303 is oblique.Tie-beam connection-peg 300 structures and embodiment 36 are together.
Embodiment 43
As shown in figure 43, as different from Example 7, the beam column connector also comprises a tie-beam connection-peg 305; Deviate from the oblique protuberance 309 that has of angle position on the adjacent lateral surface of horizontal support joint 307, horizontal support joint 308 at beam column connector body 306, be convexly equipped with under the bottom surface of tie-beam connection-peg 305 vertical lugs 309 is oblique.The structure of tie-beam connection-peg 305 and embodiment 36 are together.
Embodiment 44
As shown in figure 44, as different from Example 43, the angle that horizontal support joint 401, horizontal support joint 401 form is 135 °
Embodiment 45
As shown in figure 45, as different from Example 4, the beam column connector also comprises with beam column connector body 405 integrated, deviate from horizontal support joint 406 at beam column connector body 405, the angle position of two adjacent lateral surfaces of horizontal support joint 407 is provided with the oblique linking arm 408 that protrudes beam column connector body 405 down more straight down, both sides in the vertical end 409 of linking arm 408 are equipped with side bar supported joint 410, side bar supported joint 411, side bar supported joint 410 and horizontal support joint 406 in the same way and parallel, side bar supported joint 411 and horizontal support joint 407 are in the same way and parallel.The structure of side bar supported joint 410, side bar supported joint 411 is identical with the horizontal support joint design of embodiment 1.
Embodiment 46
As shown in figure 46, as different from Example 4, that the beam column connector also comprises is 415 integrated with beam column connector body, deviate from beam column connector body 415 on the lateral surface of horizontal support joint 416 and be provided with the oblique linking arm 417 that protrudes beam column connector body 415 down more straight down, side in the vertical end 418 of linking arm 417 is provided with side bar supported joint 419, side bar supported joint 419 and horizontal support joint 420 in the same way and parallel.The structure of side bar supported joint 420 is identical with the horizontal support joint design of embodiment 1.
Embodiment 47
As shown in figure 47, as different from Example 5, that the beam column connector also comprises is 425 integrated with beam column connector body, deviate from beam column connector body 425 on the lateral surface of horizontal support joint 426 and be provided with the oblique linking arm 427 that protrudes beam column connector body 425 down more straight down, both sides in the vertical end 428 of linking arm 427 are respectively equipped with side bar supported joint 429, side bar supported joint 430, side bar supported joint 429 and horizontal support joint 431 in the same way and parallel, side bar supported joint 430 and horizontal support joint 432 in the same way and parallel.The structure of side bar supported joint 429, side bar supported joint 430 is identical with the horizontal support joint design of embodiment 1.
Embodiment 48
As shown in figure 48, as different from Example 7, that the beam column connector also comprises is 435 integrated with beam column connector body, deviate from beam column connector body 435 on the lateral surface of horizontal support joint 436 and be provided with the oblique linking arm 437 that protrudes beam column connector body down more straight down, side in the vertical end 438 of linking arm 437 is provided with side bar supported joint 439, side bar supported joint 439 and horizontal support joint 440 in the same way and parallel.The structure of side bar supported joint 439 is identical with the horizontal support joint design of embodiment 1.
Embodiment 49
As shown in figure 49, as different from Example 8, that the beam column connector also comprises is 441 integrated with beam column connector body, deviate from beam column connector body 441 on the lateral surface of horizontal support joint 442 and be provided with the oblique linking arm 443 that protrudes beam column connector body down more straight down, both sides in the vertical end 444 of linking arm 443 are respectively equipped with side bar supported joint 445, side bar supported joint 446, side bar supported joint 445 and horizontal support joint 447 in the same way and parallel, side bar supported joint 446 and horizontal support joint 448 are in the same way and parallel.The structure of side bar supported joint 445, side bar supported joint 446 is identical with the horizontal support joint design of embodiment 1.
Embodiment 50
As shown in figure 50, as different from Example 7, the beam column connector also comprises with beam column connector body 450 integrated, deviate from horizontal support joint 451 at beam column connector body 450, the angle position of two adjacent lateral surfaces of horizontal support joint 452 is provided with the oblique linking arm 453 that protrudes beam column connector body 450 down more straight down, both sides in the vertical end 454 of linking arm 453 are equipped with side bar supported joint 455, side bar supported joint 456, side bar supported joint 455 and horizontal support joint 451 in the same way and parallel, side bar supported joint 456 and horizontal support joint 452 are in the same way and parallel.The structure of side bar supported joint 455, side bar supported joint 456 is identical with the horizontal support joint design of embodiment 1.
Embodiment 51
Shown in Figure 51, as different from Example 4, that the beam column connector also comprises is 458 integrated with beam column connector body, deviate from beam column connector body 458 on the lateral surface of horizontal support joint 459 and be provided with the linking arm 460 that level is protruded beam column connector body 458, be provided with side bar supported joint 461 near a side of linking arm 460 ends, side bar supported joint 461 and horizontal support joint 462 are in the same way and parallel.Side bar supported joint 461 comprises from the horizontally extending opening of the side U-shaped piece up near linking arm 460.
Embodiment 52
Shown in Figure 52, as different from Example 5, that the beam column connector also comprises is 463 integrated with beam column connector body, deviate from the linking arm 465 that level on the lateral surface of horizontal support joint 464 is protruded beam column connector body 463 at beam column connector body 463, be respectively equipped with side bar supported joint 466, side bar supported joint 467 in both sides near linking arm 465 ends, side bar supported joint 466 and horizontal support joint 468 in the same way and parallel, side bar supported joint 467 and horizontal support joint 469 are in the same way and parallel.Side bar supported joint 466, side bar supported joint 467 include from the horizontally extending opening of the side U-shaped piece up near linking arm.
Embodiment 53
Shown in Figure 53, different with embodiment 51 is also to be provided with edge column connection-peg 471.Edge column connection-peg 471 comprises from the connecting portion end that upwards vertically extension is provided with the tubular protuberance that the cross section is a straight-flanked ring, on four lateral surfaces of tubular protuberance, be equipped with elastic tongue 472, elastic tongue 472 is connected on the square tube shape protuberance away from an end of linking arm 473, and elastic tongue 472 is a free end towards an end of linking arm 473.
Embodiment 54
Shown in Figure 54, different with embodiment 52 is also to be provided with edge column connection-peg 475.Edge column connection-peg 475 structures are identical with embodiment 53.
Embodiment 55
Shown in Figure 55, the beam column connector comprises integrated beam column connector body 478, upper pillar stand connection-peg 479, lower pillar stand connection-peg 480, a horizontal support joint 481.Upper pillar stand connection-peg 479, lower pillar stand connection-peg 480 structures are identical with embodiment 7.Horizontal support joint 481 comprises the protuberance that protrudes from beam column connector body one side level, below protuberance, be provided with inclined-plane 482, the end face 483 of protuberance is the supporting traverse horizontal plane, is provided with spacing protuberance 484 at the end face 483 of protuberance away from a side of beam column connector body 478.Protuberance is convexly equipped with the direction of beam column connector body 478 and is the beam vertical of overhead traveling crane guide rail.Spacing protuberance 484 is parallel with crossbeam.
Embodiment 56
Shown in Figure 56, different with embodiment 55 is that the beam column connector comprises horizontal support joint 487, the horizontal support joint 488 that two symmetries are convexly equipped with from beam column connector body 486 relative both sides.
Embodiment 57
Shown in Figure 57, the beam column connector comprises integrated beam column connector body 490, upper pillar stand connection-peg 491, upper pillar stand connection-peg 492, lower pillar stand connection-peg 493, lower pillar stand connection-peg 494, horizontal support joint 495, horizontal support joint 496, horizontal support joint 497, horizontal support joint 498.Horizontal support joint 495, horizontal support joint 496, horizontal support joint 497, horizontal support joint 498 form cross.Upper pillar stand connection-peg, lower pillar stand connection-peg, horizontal support joint design are identical with embodiment 7.Upper pillar stand connection-peg 491, upper pillar stand connection-peg 492 horizontal arrays, the opening of its U-shaped piece is both sides down.Lower pillar stand connection-peg 493, lower pillar stand connection-peg 494 respectively with upper pillar stand connection-peg 491, upper pillar stand connection-peg 492 horizontal plane symmetry about its center.
Embodiment 58
Shown in Figure 58, the beam column connector comprises integrated beam column connector body 501, upper pillar stand connection-peg, lower pillar stand connection-peg, horizontal support joint.
Above beam column connector body 501, be provided with the support post horizontal plane 502 of direct support post.The upper pillar stand connection-peg comprises that two are extended square tube shape protuberance 503 symmetry, horizontal Tile, the square tube shape protuberance 504 that forms straight up from support post horizontal plane 502, two from support post horizontal plane 502 extend straight up form be symmetrically distributed in square tube shape protuberance 503 both sides, opening towards 506, two of U-shaped pieces 505 both sides, horizontal Tile, U-shaped piece from support post horizontal plane 502 extend straight up form be symmetrically distributed in square tube shape protuberance 504 both sides, opening is towards U-shaped piece 507 both sides, horizontal Tile, U-shaped piece 508.U-shaped piece 505, square tube shape protuberance 503, U type piece 506 form two upper pillar stand connection-pegs.U-shaped piece 507, square tube shape protuberance 504, U type piece 508 form two upper pillar stand connection-pegs.On the base plane of the U-lag of each U-shaped piece, be provided with round platform 509, between round platform 509, be connected with reinforcing rib 510, in each round platform 509, be provided with tapped through hole 511.Below beam column connector body 501, be provided with by column directly support by upright supports horizontal plane 512.The lower pillar stand connection-peg is arranged on the support post horizontal plane 512, with the horizontal plane symmetry of upper pillar stand connection-peg about its center.
Four sides at beam column connector body 501 include the horizontal support joint.Horizontal support joint on beam column connector body 501 two opposite side surfaces is about the vertical plane symmetry of its center.Horizontal support joint on each side includes the side protuberance 513 that is convexly equipped with from the side along continuous straight runs of beam column connector body 501; Be arranged on the support convex 515 on the end face 514 of side protuberance 513, extend again outwards bending vertically upward along the end face 514 of side protuberance 513 and be provided with two spacing protuberance 516, spacing protuberances 517 that are symmetrically distributed in support convex 515 both sides.Be provided with the reinforcing rib 518 that links to each other with beam column connector body 501 in the bottom surface of side protuberance 513, the end face 514 of side protuberance 513 is the support side bar horizontal plane that directly supports side bar.Gap between spacing protuberance 516, the support convex 515 forms the storage tank of vertical component effect that ccontaining end is processed to the side bar end of T font, gap between spacing protuberance 517, the support convex 515 forms the storage tank of vertical component effect that ccontaining end is processed to the side bar end of T font, on the base plane of the groove that spacing protuberance 516, spacing protuberance 517 and side protuberance 513 form, be equipped with round platform 519, between round platform 519, be connected with reinforcing rib 520, in each round platform 519, be provided with tapped through hole 521.
Embodiment 59
Shown in Figure 59, the beam column connector comprises integrated beam column connector body 530, need and the post end of vertical level direction peg graft a fixing upper pillar stand connection-peg 531 and 532, four horizontal support joints 533 of a lower pillar stand connection-peg, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536.Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 across.
On beam column connector body 530, be provided with the support post horizontal plane 537 of direct support post.Upper pillar stand connection-peg 531 comprise the symmetry of extending straight up from support post horizontal plane 537, opening is towards U type piece 538 both sides, horizontal Tile, U type piece 539.Gap between U type piece 538, the U type piece 539 forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel.Two faces of U type piece 538, U type piece 539 are to keep out face after keeping out face, column before the column of keeping out before and after the column, and two lateral surfaces of U type piece 538, U type piece 539 are that face is kept out on a column left side of keeping out about column and face is kept out on the column right side.
Below beam column connector body 530, be provided with by column directly support by upright supports horizontal plane 540.Lower pillar stand connection-peg 532 is arranged on by on the upright supports horizontal plane 540, with the horizontal plane symmetry of upper pillar stand connection-peg 531 about its center.
Horizontal support joint 533, horizontal support joint 534, horizontal support joint 535, horizontal support joint 536 include the side protuberance 541 that is convexly equipped with from a side level of beam column connector body 530, two spacing protuberances 543 arranged side by side, spacing protuberance 544 from the end face 542 of side protuberance 541 is convexly equipped with straight up are provided with the reinforcing rib 545 that links to each other with beam column connector body in the bottom surface of side protuberance 541.Gap between spacing protuberance 543, the spacing protuberance 544 forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font.On spacing protuberance 543, spacing protuberance 544, be equipped with the tapped through hole 546 of horizontal direction.
The beam column connector is by the lost wax casting moulding.
Embodiment 60
Shown in Figure 60, the beam column connector comprises integrated beam column connector body 560, need a upper pillar stand connection-peg 561 and 562, three horizontal support joint 563, horizontal support joint 564, horizontal support joints 565 that become the T font of a lower pillar stand connection-peg of pegging graft fixing with the post end of vertical level direction.
On beam column connector body 560, be provided with the support post horizontal plane 566 of direct support post.Upper pillar stand connection-peg 561 comprises the square tube shape protuberance that extends straight up from support post horizontal plane 566, on four lateral surfaces of square tube shape protuberance, be equipped with elastic tongue 567, elastic tongue 567 is connected on the square tube shape protuberance away from an end of beam column connector body 560, and elastic tongue 567 is a free end towards an end of beam column connector body 560.The lateral surface of square tube shape protuberance cooperates with the medial surface of square steel pipe column.
Below beam column connector body 560, be provided with by column directly support by upright supports horizontal plane 568.Lower pillar stand connection-peg 562 is arranged on by on the upright supports horizontal plane 568, with the horizontal plane symmetry of upper pillar stand connection-peg 561 about its center.
Horizontal support joint 563, horizontal support joint 564, horizontal support joint 565 include the side protuberance 569 that is convexly equipped with from a side level of beam column connector body 560, two the spacing protuberances 570 arranged side by side, the spacing protuberance 571 that are convexly equipped with straight up from the end face of side protuberance 569, be provided with the reinforcing rib 572 that links to each other with beam column connector body 560 in the bottom surface of side protuberance 569, on the spacing protuberance 571 of a side, be provided with tapped through hole 573.Spacing protuberance 570, the side protuberance 569 that spacing protuberance 571 is corresponding with it form the storage tank of ccontaining beam-end; The supporting traverse horizontal plane is the bottom surface 574 of storage tank.
Embodiment 61
Shown in Figure 61, different with embodiment 60 is, upper pillar stand connection-peg 580 comprises the tubular protuberance that extends straight up from support post horizontal plane 581, on the lateral surface of tubular protuberance, be equipped with elastic tongue 582, elastic tongue 582 is connected on the tubular protuberance away from an end of beam column connector body 583, and elastic tongue is a free end towards 582 ends to beam column connector body 583.The lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe column.
Lower pillar stand connection-peg 584 and the horizontal plane symmetry of upper pillar stand connection-peg 580 about its center.
Embodiment 62
Shown in Figure 62, different with embodiment 60 is, upper pillar stand connection-peg 586 comprises the stair-stepping tubular protuberance that extends straight up from support post horizontal plane 587, and the medial surface 588 of tubular protuberance cooperates with the lateral surface of round steel pipe column; On the macro-axis sidewall of tubular protuberance, be provided with tapped through hole 589.
Lower pillar stand connection-peg 590 and the horizontal plane symmetry of upper pillar stand connection-peg 586 about its center.
Embodiment 63
Shown in Figure 63, different with embodiment 60 is, upper pillar stand connection-peg 595 comprises the square tube shape protuberance that upwards is convexly equipped with from beam column connector body 596, and the medial surface 597 of square tube shape protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; On the sidewall of square tube shape protuberance, be provided with sealing weld groove 598.
Lower pillar stand connection-peg 599 and the horizontal plane symmetry of upper pillar stand connection-peg 595 about its center.
Embodiment 64
Shown in Figure 64, the beam column connector comprises integrated beam column connector body 605, need a upper pillar stand connection-peg 606 and 607, three horizontal support joint 608, horizontal support joint 609, horizontal support joints 610 that become the T font of a lower pillar stand connection-peg of pegging graft fixing with the post end of vertical level direction.
The structure of upper pillar stand connection-peg 606, lower pillar stand connection-peg 607 is identical with embodiment 59.
Supported joint 608, supported joint 609, supported joint 610 include the side protuberance 611 that is convexly equipped with from a side level of beam column connector body, are provided with the reinforcing rib 612 that links to each other with beam column connector body 605 in the bottom surface of side protuberance.
The injection mo(u)lding of beam column connector.
Embodiment 65
Shown in Figure 65, as different from Example 8, be not provided with at the beam column connector on the lateral surface of connection body 613 of supported joint and be provided with fixedly through hole 614, the through hole 615 of wallboard, on the lateral surface of reinforcing rib 616, be provided with the fixedly through hole 617 of wallboard, on the lateral surface of reinforcing rib 618, be provided with the fixedly through hole 619 of wallboard.
Embodiment 66
Shown in Figure 66, as different from Example 7, be not provided with at the beam column connector on the lateral surface of connection body 620 of supported joint and be provided with the fixedly through hole 621 of wallboard, on the lateral surface of reinforcing rib 624, be provided with the fixedly through hole 625 of wallboard.
Embodiment 67
Shown in Figure 67, as different from Example 13, also be provided with barricade column connection-peg 630.Convex with vertical protuberance 632 straight up from beam column connector body 631, vertically the top levels 633 of protuberance 632 is for supporting barricade column horizontal plane, and barricade column connection-peg 630 is convexly equipped with straight up from the top levels 633 of vertical protuberance 632.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 630 and the embodiment 7 is identical.
Embodiment 68
Shown in Figure 68, as different from Example 14, also be provided with barricade column connection-peg 635.Convex with vertical protuberance 637 straight up from beam column connector body 636, vertically the top levels 638 of protuberance 637 is for supporting barricade column horizontal plane, and barricade column connection-peg 635 is convexly equipped with straight up from the top levels 638 of vertical protuberance 637.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 635 and the embodiment 7 is identical.
Embodiment 69
Shown in Figure 69, as different from Example 11, also be provided with barricade column connection-peg 640.Convex with vertical protuberance 642 straight up from beam column connector body 641, vertically the top levels 643 of protuberance 642 is for supporting barricade column horizontal plane, and barricade column connection-peg 640 is convexly equipped with straight up from the top levels 643 of vertical protuberance 642.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 640 and the embodiment 7 is identical.
Embodiment 70
Shown in Figure 70, as different from Example 12, also be provided with barricade column connection-peg 645.Convex with vertical protuberance 647 straight up from beam column connector body 646, vertically the top levels 648 of protuberance 647 is for supporting barricade column horizontal plane, and barricade column connection-peg 645 is convexly equipped with straight up from the top levels 648 of vertical protuberance 647.The structure of the upper pillar stand connection-peg among the structure of barricade column connection-peg 645 and the embodiment 7 is identical.
Embodiment 71
Shown in Figure 71, as different from Example 38, the angle that horizontal support joint 650, horizontal support connect 651 capitiforms one-tenth is 135 °.
Embodiment 72
Shown in Figure 72, as different from Example 7, horizontal support joint 652 is one.
Embodiment 73
Shown in Figure 73, as different from Example 15, the oblique lower support joint 653 of top layer, the oblique lower support joint 654 of top layer have been distributed with in the bilateral symmetry of beam column connector body.The structure of the oblique lower support joint 653 of top layer, the oblique lower support joint 654 of top layer is identical with embodiment 1.
Embodiment 74
Shown in Figure 74, as different from Example 16, the oblique lower support joint 655 of top layer, the oblique lower support joint 656 of top layer have been distributed with in the bilateral symmetry of beam column connector body.The structure of the oblique lower support joint 655 of top layer, the oblique lower support joint 656 of top layer is identical with embodiment 1.
Embodiment 75
Shown in Figure 75, as different from Example 27, in the blocking part side of 657 be provided with horizontal support joint 658 in the same way, parallel and barricade horizontal support joint 659 that structure is identical.
Embodiment 76
Shown in Figure 76, as different from Example 28, in the blocking part side of 660 be provided with horizontal support joint 661 in the same way, parallel and barricade horizontal support joint 662 that structure is identical, in the blocking part 660 opposite side be provided with horizontal support joint 663 in the same way, parallel and barricade horizontal support joint 664 that structure is identical.
Embodiment 77
Shown in Figure 77, as different from Example 22, the horizontal support joint is two, is arranged on the opposing both sides of beam column connector body 665, i.e. horizontal support joint 666, horizontal support joint 667.
Embodiment 78
Shown in Figure 78, the beam column connector comprises beam column connector body 685, the level of two mutual belt U-shaped storage tanks is convexly equipped with 688, one lower pillar stand connection-pegs 686 that vertically are convexly equipped with beam column connector body 685 downwards of horizontal support joint 687, horizontal support joint of beam column connector body 685.The structure of lower pillar stand connection-peg 686 is identical with the structure of the lower pillar stand connection-peg of embodiment 7.
Embodiment 79
Shown in Figure 79, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 700, column 702, column 703, column 705, be distributed in the column 701 of the center of column 700, column 702 lines, be distributed in the column 704 of the center of column 703, column 705 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 706, beam column connector 707, beam column connector 708, beam column connector 709, beam column connector 710, beam column connector 711 on column 700, column 701, column 702, column 703, column 704, the column 705.
The structure of beam column connector 706 is identical with embodiment 11.The structure of beam column connector 707 is identical with embodiment 12.Beam column connector 708 and the horizontal plane symmetry of beam column connector 706 about its center.Beam column connector 706, beam column connector 707, beam column connector 708 one by one with beam column connector 711, beam column connector 710, beam column connector 709 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 706, the crossbeam 712 parallel on relative two the horizontal support joints of beam column connector 707 with horizontal plane, be supported on beam column connector 707, the crossbeam 713 parallel on relative two the horizontal support joints of beam column connector 708 with horizontal plane, be supported and fixed on beam column connector 709, the crossbeam 714 parallel with horizontal plane on relative two the horizontal support joints of beam column connector 710 is supported and fixed on beam column connector 710, the crossbeam 715 parallel on relative two the horizontal support joints of beam column connector 711 with horizontal plane.
Building frame construction also comprises back timber connector 716, back timber connector 717, back timber connector 718.
Shown in Figure 80, back timber connector 716 is not provided with the lower pillar stand connection-peg as different from Example 15 on back timber connector 716.Shown in Figure 81, back timber connector 717 is not provided with the lower pillar stand connection-peg as different from Example 16 on back timber connector 717.Back timber connector 718 and the vertical plane symmetry of back timber connector 716 about its center.
On two back timber oblique cutting joints of back timber connector 716, peg graft respectively and be fixed with back timber 719, back timber 720.On two back timber oblique cutting joints of back timber connector 717, peg graft respectively and be fixed with back timber 721, back timber 722.On two back timber oblique cutting joints of back timber connector 718, peg graft respectively and be fixed with back timber 723, back timber 724.
Be supported and fixed on respectively on the relative oblique upper support joint of top layer of beam column connector 706, beam column connector 711 with peg graft the be fixed together other end of back timber 719, back timber 720 of back timber connector 716.Be supported and fixed on respectively on the relative oblique upper support joint of top layer of beam column connector 707, beam column connector 710 with peg graft the be fixed together other end of back timber 721, back timber 722 of back timber connector 717.Be supported and fixed on respectively on the relative oblique upper support joint of top layer of beam column connector 708, beam column connector 719 with peg graft the be fixed together other end of back timber 723, back timber 724 of back timber connector 718.
Building frame construction also comprises back timber 725, the back timber 726 of the supported joint support fixation relative with back timber connector 716, back timber connector 717.
Building frame construction also comprises top layer hanging part 682 and back timber hanging part 680, back timber hanging part 684.
Shown in Figure 82, top layer hanging part 682 comprises that two become the top layer of inverted v-shaped symmetry tiltedly to descend connection-peg 691, top layer tiltedly to descend connection-peg 692, suspension part 697 and be connected top layer tiltedly to descend connection-peg 691, top layer tiltedly to descend the connecting portion 690 of connection-peg 692 and suspension part 697; 690 one-tenth inverted V-shapeds of connecting portion, suspension part 697 are arranged on the angle position of connecting portion 690 and place the below of connecting portion 690, are provided with downward opening groove 698 on suspension part 697; Top layer tiltedly descends connection-peg 691, top layer tiltedly to descend the end face of connection-peg 692 vertical connecting portions 690 to be convexly equipped with under oblique.Top layer tiltedly descends the structure of connection-peg 691 tiltedly to descend the structure of connection-peg identical with the top layer of embodiment 16.
Shown in Figure 83, back timber hanging part 680 comprise 693, one of suspension parts along the suspension part 693 the end face outside connecting portion 694 that forms of bending upwards; One is arranged on the end face that connecting portion 694 deviates from suspension part 693 and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg 695, and 693 bottom is provided with an angle and becomes the L shaped breach of 90 ° fall 696 in the suspension part.It is identical with the lower retaining wall column connection-peg structure of beam column connector 730 that the top layer of back timber hanging part 680 is tiltedly gone up connection-peg.Back timber hanging part 684 and the vertical plane symmetry of back timber hanging part 680 about its center.
Two top layers of top layer hanging part 682 tiltedly descend connection-peg to peg graft fixing with the back timber 681 of two symmetries, the end of back timber 682 respectively, it is fixing that the top layer of back timber hanging part 680 is tiltedly gone up the other end end grafting of connection-peg and back timber 681, and the top layer of back timber hanging part 684 is tiltedly gone up the other end end of connection-peg and back timber 683 and pegged graft fixing.Top layer hanging part 682 is articulated on the crossbeam 725, back timber hanging part 680 is suspended on that its angle becomes 90 ° fall L shaped breach 696 to cooperate with crossbeam 712 on the crossbeam 712, and back timber hanging part 684 is suspended on that its angle becomes the L shaped breach of 90 ° fall to cooperate with crossbeam 715 on the crossbeam 715.
Building frame construction also comprises top layer hanging part 687 and back timber hanging part 685, back timber hanging part 689.Top layer hanging part 687 is identical with the structure of top layer hanging part 682.Back timber hanging part 685 is identical with the structure of back timber hanging part 680.Back timber hanging part 689 and the vertical plane symmetry of back timber hanging part 685 about its center.Two top layers of top layer hanging part 687 tiltedly descend connection-peg to peg graft fixing with the back timber 686 of two symmetries, the end of back timber 688 respectively, it is fixing that the top layer of back timber hanging part 685 is tiltedly gone up the other end end grafting of connection-peg and back timber 686, and the top layer of back timber hanging part 689 is tiltedly gone up the other end end of connection-peg and back timber 688 and pegged graft fixing.Top layer hanging part 687 is articulated on the crossbeam 726.Back timber hanging part 685 is suspended on the crossbeam 713, and back timber hanging part 689 is suspended on the crossbeam 714.
The mounting method of building frame construction, mounting method comprises:
The first step is installed in desired location with column 700, column 701, column 702, column 703, column 704, column 705, adjusts column, and the end face that makes column and column vertical with horizontal plane is at same horizontal plane, and column and ground are fixed;
The lower pillar stand connection-peg of second step with beam column connector 706, beam column connector 707, beam column connector 708, beam column connector 709, beam column connector 710, beam column connector 711 inserts in corresponding column 700, column 701, column 702, column 703, column 704, the column 705 respectively and the column grafting, the beam column connector directly is supported on the column, transfer the beam column connector again, the horizontal plane of beam supported joint supporting traverse that makes the beam column connector is all on same horizontal plane, and the lower pillar stand connection-peg that makes the beam column connector is fixed with the column that is positioned under it;
The 3rd step was seated in two ends of crossbeam 712, crossbeam 713, crossbeam 714, crossbeam 715 respectively on the beam supported joint of corresponding beam column connector, and the two ends of crossbeam are connected and fixed with the beam supported joint of corresponding beam column connector;
The 4th step pegged graft two back timber oblique cutting joints of back timber connector 716 to be fixed together with back timber 719, back timber 720 respectively; Two back timber oblique cutting joints of back timber connector 717 are pegged graft and are fixed together with back timber 721, back timber 722 respectively; Two back timber oblique cutting joints of back timber connector 718 are pegged graft and are fixed together with back timber 723, back timber 724 respectively;
The 5th step was to be fixed on the horizontal support joint of corresponding beam column connector by the peg graft two end supports of the back timber be fixed together of back timber connector;
The 6th step was that the two end supports with crossbeam 725, crossbeam 726 is fixed on the supported joint of corresponding back timber connector;
The 7th step was top layer hanging part 682 to be pegged graft with the end of back timber 681, back timber 682 fix, and it is fixing that the back timber hanging part 680 and the other end of back timber 681 are pegged graft, and pegged graft in other end end back timber hanging part 684 and back timber 683 and fix; Top layer hanging part 682 is supported on the crossbeam 725, and top layer hanging part 682 is supported on the crossbeam 725, and back timber hanging part 684 is suspended on the crossbeam 715; It is fixing to be pegged graft in the top layer hanging part 687 and the end of back timber 686, back timber 688, and back timber hanging part 685 is fixing with the other end grafting of back timber 686, and back timber hanging part 689 is pegged graft fixing with the other end of back timber 688; Top layer hanging part 687 is articulated on the crossbeam 726.Back timber hanging part 685 is suspended on the crossbeam 713, and back timber hanging part 689 is suspended on the crossbeam 714.
Embodiment 80
Shown in Figure 84, different with embodiment 79 is, building frame construction comprises that also the pile tube of square tube shape connects grounding frame 753, pile tube and connects grounding frame 754, pile tube and connect grounding frame 755, pile tube and connect that grounding frame 756, pile tube connect grounding frame 757, pile tube connects grounding frame 758, connects fixing bottom connector 747, bottom connector 748, bottom connector 749, bottom connector 750, bottom connector 751, the bottom connector 752 of grounding frame welding with pile tube respectively.
Shown in Figure 85, the bottom connector includes bottom connector body 765, be convexly equipped with the upper pillar stand connection-peg 766 above bottom connector body 765, level is convexly equipped with the support portion 767 that bottom connects body, is convexly equipped with and stretches into the blocking part 768 that pile tube connects grounding frame downwards from bottom connector body.Support portion 767 directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in blocking part 768, and the bottom connector connects grounding frame with pile tube and is weldingly fixed on.Filling has cement concrete in pile tube connects the inner chamber of grounding frame.Bottom connector 752 and the vertical plane symmetry of bottom connector 747 about its center.Bottom connector 748, bottom connector 749 and the vertical plane symmetry of bottom connector 747 about its center.Bottom connector 750, bottom connector 751 and the vertical plane symmetry of bottom connector 752 about its center.
On the beam column connector 730 that is provided with the oblique upper support joint of top layer, beam column connector 731, beam column connector 732, beam column connector 733, beam column connector 734, beam column connector 735, be equipped with and be provided with barricade column connection-peg.The structure of beam column connector 730 is identical with embodiment 69.The structure of beam column connector 731 is identical with embodiment 70.Beam column connector 730 and the horizontal plane symmetry of beam column connector 732 about its center.Beam column connector 735, beam column connector 734, beam column connector 733 one by one with beam column connector 730, beam column connector 731, beam column connector 732 horizontal plane symmetry about its center.
On the barricade column connection-peg of beam column connector 730, beam column connector 731, beam column connector 732, beam column connector 733, beam column connector 734, beam column connector 735, peg graft successively and be fixed with column 759, column 760 columns 761, column 762, column 763, column 764.
Building frame construction also comprises and column 759, column 760, column 761, column 762, column 763, column 764 corresponding one by one peg graft fixing plug connector 736, plug connector 737, plug connector 738, plug connector 739, plug connector 740, plug connector 741.
Shown in Figure 86, plug connector 736 comprise two mutually vertical, be distributed in conplane connection-peg.Shown in Figure 87, plug connector 737 comprise three mutually vertical, be distributed in conplane connection-peg.The structure of connection-peg is identical with the structure of the column connection-peg of embodiment 7.Plug connector 738 and the horizontal plane symmetry of plug connector 736 about its center.Plug connector 739, plug connector 740, plug connector 741 and plug connector 738, plug connector 737, plug connector 736 are about the horizontal plane symmetry of its center.
Building frame construction also comprises the crossbeam 743 that two ends and plug connector 736, plug connector 737 are pegged graft and be fixed together, the crossbeam 744 that two ends and plug connector 737, plug connector 738 are pegged graft and be fixed together, the crossbeam 745 that two ends and plug connector 739, plug connector 740 are pegged graft and be fixed together, the crossbeam 746 that two ends and plug connector 740, plug connector 741 are pegged graft and be fixed together.
What activities and embodiment 79 were different is that mounting method comprises:
Column 700, column 701, column 702, column 703, column 704, column 705 and ground are installed before fixing pile tube is connected frame: dig six holes at the ground desired location, pile tube connected grounding frame 753, pile tube connect grounding frame 754, pile tube and connect grounding frame 755, pile tube and connect that grounding frame 756, pile tube connect grounding frame 757, pile tube connects grounding frame 758 and is fixed in the corresponding aperture;
Column and ground are fixed preceding installing bottom layer connector: with bottom connector 747, bottom connector 748, bottom connector 749, bottom connector 750, bottom connector 751, bottom connector 752 is seated in pile tube successively and connects grounding frame 753, pile tube connects grounding frame 754, pile tube connects grounding frame 755, pile tube connects grounding frame 756, pile tube connects grounding frame 757, pile tube connects the support portion that makes the bottom connector on the grounding frame 758 and directly is supported on corresponding pile tube and connects on the grounding frame, adjust the bottom connector, make the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at same horizontal plane, and it is fixing that bottom connector and pile tube are connected the grounding frame welding;
Column and ground are fixed as: successively column 700, column 701, column 702, column 703, column 704, column 705 are pegged graft with the upper pillar stand connection-peg of bottom connector 747, bottom connector 748, bottom connector 749, bottom connector 750, bottom connector 751, bottom connector 752 respectively, column directly is supported on the support post horizontal plane of bottom connector, adjust column, make column vertical with horizontal plane, the end face of column is at same horizontal plane;
The cement concrete of pouring water: filling cement concrete in pile tube connects the annulus that the ground frame forms makes bottom connector and pile tube connect grounding frame and pours into an integral body;
Also comprise at last column 759, column 760, column 761, column 762, column 763, column 764 are pegged graft with the upper pillar stand connection-peg of beam column connector 730, beam column connector 731, beam column connector 732, beam column connector 733, beam column connector 734, beam column connector 735 respectively, the end face that the adjustment column makes it and column vertical with horizontal plane is fixed column and upper pillar stand connection-peg at same horizontal plane again;
Peg graft an end of crossbeam 743 and the connection-peg of plug connector 736 fixing, the connection-peg of the other end and plug connector 737 is pegged graft fixing, another connection-peg of plug connector 737 and an end of crossbeam 744 are pegged graft fixing, the other end of crossbeam 744 and plug connector 738 are pegged graft fixing, and plug connector 736, plug connector 737, plug connector 738 are pegged graft fixing with column 759, column 760, column 761 respectively again; Peg graft an end of crossbeam 745 and the connection-peg of plug connector 739 fixing, the connection-peg of the other end and plug connector 740 is pegged graft fixing, another connection-peg of plug connector 740 and an end of crossbeam 746 are pegged graft fixing, the other end of crossbeam 746 and plug connector 741 are pegged graft fixing, and plug connector 739, plug connector 740, plug connector 741 are pegged graft fixing with column 762, column 763, column 764 respectively again.
Embodiment 81
Shown in Figure 88, building frame construction, comprise along four diagonal positions of rectangle by counterclockwise distribution, the column 770 vertical with horizontal plane, column 772, column 778, column 776, be distributed in column 770, the column 771 of the center of column 772 lines, be distributed in column 776, the column 777 of the center of column 778 lines, be distributed in column 770, the column 775 of the center of column 776 lines, be distributed in column 771, the column 774 of the center of column 777 lines is distributed in column 772, the column 773 of the center of column 778 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 779, beam column connector 780, beam column connector 781, beam column connector 782, beam column connector 783, beam column connector 784, beam column connector 785, beam column connector 786, beam column connector 787 on column 770, column 771, column 772, column 773, column 774, column 775, column 776, column 777, the column 778.
The structure of beam column connector 779 is identical with embodiment 55.The structure of beam column connector 784 is identical with embodiment 56.Beam column connector 780, beam column connector 781 are identical with the structure of beam column connector 779.Beam column connector 785 and the horizontal plane symmetry of beam column connector 779 about its center.Beam column connector 786, beam column connector 787 are identical with the structure of beam column connector 785.
Building frame construction also comprises the crossbeam 788 parallel with horizontal plane on two horizontal support joints that are supported and fixed on beam column connector 779, beam column connector 780 homonymies, is supported on the crossbeam 789 parallel with horizontal plane on two horizontal support joints of beam column connector 780, beam column connector 781 homonymies.Be supported and fixed on the crossbeam 790 parallel on two horizontal support joints of beam column connector 782, beam column connector 783 the same sides, be supported and fixed on the crossbeam 791 parallel on two horizontal support joints of beam column connector 783, beam column connector 784 homonymies with horizontal plane with horizontal plane.Be supported and fixed on the crossbeam 792 parallel on two horizontal support joints of beam column connector 784, beam column connector 783 the same sides, be supported and fixed on the crossbeam 793 parallel on two horizontal support joints of beam column connector 783, beam column connector 782 homonymies with horizontal plane with horizontal plane.Be supported and fixed on the crossbeam 794 parallel on two horizontal support joints of beam column connector 787, beam column connector 788 the same sides, be supported and fixed on the crossbeam 795 parallel on two horizontal support joints of beam column connector 788, beam column connector 789 homonymies with horizontal plane with horizontal plane.
Building frame construction also comprise an end respectively with beam column connector 779, beam column connector 780, beam column connector 781, beam column connector 785, beam column connector 786, beam column connector 787 peg graft fixing column 796, column 797, column 798, column 802, column 803, column 804.Respectively with column 796, column 797, column 798, column 804, column 803, fixing beam column connector 805, beam column connector 806, beam column connector 807, beam column connector 808, beam column connector 809, the beam column connector 810 of column 802 grafting.The structure of beam column connector 805 is identical with embodiment 13.The structure of beam column connector 806 is identical with embodiment 14.Beam column connector 807 and the horizontal plane symmetry of beam column connector 805 about its center.Beam column connector 808, beam column connector 809, beam column connector 810 respectively with beam column connector 807, beam column connector 806, beam column connector 805 horizontal plane symmetry about its center.
Be supported and fixed on the crossbeam 841 on two relative horizontal support joints of beam column connector 805, beam column connector 806, be supported and fixed on the crossbeam 842 on two relative horizontal support joints of beam column connector 806, beam column connector 807.Be supported and fixed on the crossbeam 843 on two relative horizontal support joints of beam column connector 808, beam column connector 809, be supported and fixed on the crossbeam 844 on two relative horizontal support joints of beam column connector 809, beam column connector 810.
Building frame construction also comprises the identical beam column plane plug connector 769 of structure, beam column plane plug connector 815, beam column plane plug connector 818.Shown in Figure 89, beam column plane plug connector 769 comprises beam column plane plug connector body 858, vertically be convexly equipped with post connection-peg 859, the post connection-peg 860 of beam column plane plug connector body 858, along continuous straight runs is convexly equipped with beam connection-peg 861, the beam connection-peg 862 of beam column plane plug connector body.Post connection-peg 859, beam connection-peg 861, post connection-peg 860, beam connection-peg 862 across.The structure of the column connection-peg among the structure of post connection-peg and the embodiment 7 is identical.The beam connection-peg is identical with the structure of post connection-peg.
Building frame construction also comprises column 801, the column 812 of pegging graft and fixing with the post connection-peg of beam column plane plug connector 769, with fixing crossbeam 811, the crossbeam 813 of beam connection-peg grafting of beam column plane plug connector 769.The fixing upper pillar stand connection-peg with beam column connector 784 of the other end of column 801 is pegged graft fixing, and the other end of crossbeam 811, crossbeam 813 is supported on respectively on the relative horizontal support joint of beam column connector 805, beam column connector 810.
Building frame construction also comprises column 800, the column 846 of pegging graft and fixing with the post connection-peg of beam column plane plug connector 815, with fixing crossbeam 814, the crossbeam 816 of beam connection-peg grafting of beam column plane plug connector 769.The fixing upper pillar stand connection-peg with beam column connector 783 of the other end of column 800 is pegged graft fixing, and the other end of crossbeam 814, crossbeam 816 is supported on respectively on the relative horizontal support joint of beam column connector 806, beam column connector 809.
Building frame construction also comprises column 799, the column 847 of pegging graft and fixing with the post connection-peg of beam column plane plug connector 818, with fixing crossbeam 817, the crossbeam 819 of beam connection-peg grafting of beam column plane plug connector 818.The fixing upper pillar stand connection-peg with beam column connector 782 of the other end of column 799 is pegged graft fixing, and the other end of crossbeam 817, crossbeam 819 is supported on respectively on the relative horizontal support joint of beam column connector 807, beam column connector 808.
Building frame construction also comprises beam column connector 820, beam column connector 823, beam column connector 826.The structure of beam column connector 820 is identical with embodiment 15.The structure of beam column connector 823 is identical with embodiment 16.Comprise also that respectively two top layers with beam column connector 820 tiltedly descend connection-peg peg graft fixing back timber 821, back timber 822, the lower pillar stand connection-peg of beam column connector 820 is pegged graft and is fixed on the column 812, and the other end of back timber 821, back timber 822 is supported and fixed on respectively on the oblique upper support joint of top layer of beam column connector 805, beam column connector 810.Two top layers with beam column connector 823 tiltedly descend fixing back timber 824, the back timber 825 of connection-peg grafting respectively, the lower pillar stand connection-peg of beam column connector 823 is pegged graft and is fixed on the column 846, and the other end of back timber 824, back timber 825 is supported and fixed on respectively on the oblique upper support joint of top layer of beam column connector 806, beam column connector 809.Comprise also that respectively two top layers with beam column connector 826 tiltedly descend connection-peg peg graft fixing back timber 827, back timber 828, the lower pillar stand connection-peg of beam column connector 826 is pegged graft and is fixed on the column 847, and the other end of back timber 827, back timber 828 is supported and fixed on respectively on the oblique upper support joint of top layer of beam column connector 807, beam column connector 808.
Building frame construction also comprises top layer plug connector 833 and back timber hanging part 831, back timber hanging part 835.
Shown in Figure 90, top layer plug connector 833 comprises top layer plug connector body 851, two oblique top layers that are convexly equipped with top layer plug connector body 851, one-tenth inverted v-shaped down tiltedly descend connection-peg 852, top layer tiltedly to descend connection-peg 853, and the structure of connection-peg 852 tiltedly descends the structure of connection-peg identical with the top layer of embodiment 16.
Shown in Figure 91, back timber hanging part 831 comprise 854, one of suspension parts along the suspension part 854 the end face outside connecting portion 855 that forms of bending upwards; One is arranged on the end face that connecting portion 855 deviates from suspension part 854 and the oblique upper support joint 856 of top layer that is convexly equipped with obliquely, be provided with the downward opening U-lag 857 that an angle becomes 90 ° in the bottom of suspension part, the structure of the oblique upper support joint 856 of top layer is identical with the structure of the oblique upper support joint of top layer of enforcement 13.Back timber hanging part 831 is suspended on that its U-lag cooperates with crossbeam 841 on the crossbeam 841, and back timber hanging part 835 is suspended on that its U-lag cooperates with crossbeam 844 on the crossbeam 844.Back timber hanging part 835 and the vertical plane symmetry of back timber hanging part 831 about its center.Two top layers of top layer plug connector 833 tiltedly descend connection-peg to peg graft fixing with the back timber 832 of two symmetries, the end of back timber 834 respectively, top layer plug connector 833 is supported on the crossbeam 829, and the other end of back timber 832, back timber 834 is supported on respectively on the oblique upper support joint of top layer of back timber hanging part 831, back timber hanging part 835.
Building frame construction also comprises top layer plug connector 838 and back timber hanging part 836, back timber hanging part 840.Top layer plug connector 838 is identical with the structure of top layer plug connector 833.Back timber hanging part 836 and back timber hanging part 831.Back timber hanging part 836 is suspended on that its U-lag cooperates with crossbeam 842 on the crossbeam 842, and back timber hanging part 840 is suspended on that its U-lag cooperates with crossbeam 843 on the crossbeam 843.Back timber hanging part 835 and the vertical plane symmetry of back timber hanging part 831 about its center.Two top layers of top layer plug connector 838 tiltedly descend connection-peg to peg graft fixing with the back timber 837 of two symmetries, the end of back timber 839 respectively, top layer plug connector 838 is supported on the crossbeam 830, and the other end of back timber 837, back timber 839 is supported on respectively on the oblique upper support joint of top layer of back timber hanging part 836, back timber hanging part 840.
Embodiment 82
Shown in Figure 92, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 880, column 882, column 883, column 885, be distributed in the column 881 of the center of column 880, column 882 lines, be distributed in the column 884 of the center of column 883, column 885 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 886, beam column connector 887, beam column connector 888, beam column connector 889, beam column connector 890, beam column connector 891 on column 880, column 881, column 882, column 883, column 884, the column 885.Column 880, column 881, column 882 are contour, and column 883, column 884, column 885 are contour, and the height of column 883, column 884, column 885 is higher than column 880, column 881, column 882.
The structure of beam column connector 886 is identical with embodiment 11.The structure of beam column connector 887 is identical with embodiment 12.Beam column connector 888 and the horizontal plane symmetry of beam column connector 887 about its center.The structure of beam column connector 889 is identical with embodiment 11.The structure of beam column connector 890 is identical with embodiment 12.Beam column connector 891 and the horizontal plane symmetry of beam column connector 889 about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 886, the crossbeam 892 parallel on relative two the horizontal support joints of beam column connector 887 with horizontal plane, be supported on beam column connector 887, the crossbeam 893 parallel on relative two the horizontal support joints of beam column connector 888 with horizontal plane, be supported and fixed on beam column connector 888, the crossbeam 894 parallel on relative two the horizontal support joints of beam column connector 889 with horizontal plane, be supported and fixed on beam column connector 889, the crossbeam 895 parallel on relative two the horizontal support joints of beam column connector 890 with horizontal plane, be supported and fixed on beam column connector 890, the crossbeam 896 parallel on relative two the horizontal support joints of beam column connector 891 with horizontal plane, be supported and fixed on beam column connector 891, the crossbeam 897 parallel with horizontal plane on relative two the horizontal support joints of beam column connector 886 is supported and fixed on beam column connector 890, the crossbeam 898 parallel on relative two the horizontal support joints of beam column connector 887 with horizontal plane.
Embodiment 83
Shown in Figure 93, different with embodiment 80 is, the underground pile tube 947 that also comprises the depths desired location of being driven underground, underground pile tube 948, underground pile tube 949, underground pile tube 950, underground pile tube 951, underground pile tube 952, underground pile tube 953, underground pile tube 954, underground pile tube 955, the pile tube that encloses the upper end of corresponding underground pile tube respectively connects grounding frame 938, pile tube connects grounding frame 939, pile tube connects grounding frame 940, pile tube connects grounding frame 941, pile tube connects grounding frame 942, pile tube connects grounding frame 943, pile tube connects grounding frame 944, pile tube connects grounding frame 945, pile tube connects grounding frame 946, is supported on corresponding pile tube respectively and connects bottom connector 929 on the grounding frame, bottom connector 930, bottom connector 931, bottom connector 932, bottom connector 933, bottom connector 934, bottom connector 935, bottom connector 936, bottom connector 937.
The bottom connector includes bottom connector body, is convexly equipped with the upper pillar stand connection-peg above bottom connector body, and level is convexly equipped with the support portion that bottom connects body, is convexly equipped with and stretches into the blocking part that pile tube connects grounding frame downwards from bottom connector body.The support portion directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in the blocking part, and the bottom connector connects grounding frame with pile tube and is weldingly fixed on.Filling has cement concrete in pile tube connects the inner chamber of grounding frame.
The connection-peg of bottom connector 929, bottom connector 930, bottom connector 931, bottom connector 932, bottom connector 933, bottom connector 934, bottom connector 935, bottom connector 936, bottom connector 937 is fixing with the corresponding one by one grafting in the bottom of bottom column 920, column 921, column 922, column 923, column 924, column 925, column 926, column 927, column 928 respectively.
On the beam column connector 956 that is provided with the oblique upper support joint of top layer, beam column connector 957, beam column connector 958, beam column connector 959, beam column connector 960, beam column connector 961, be provided with barricade column connection-peg.The structure of beam column connector 956 is identical with embodiment 67.The structure of beam column connector 957 is identical with embodiment 68.Beam column connector 958 and the horizontal plane symmetry of beam column connector 956 about its center.Beam column connector 959, beam column connector 960, beam column connector 961 one by one with beam column connector 958, beam column connector 957, beam column connector 956 horizontal plane symmetry about its center.
On the barricade column connection-peg of beam column connector 956, beam column connector 957, beam column connector 958, beam column connector 959, beam column connector 960, beam column connector 961, peg graft successively and be fixed with column 962, column 963, column 964, column 965, column 966, column 967.
Building frame construction also comprises and column 962, column 963, column 964, column 965, column 966, column 967 corresponding one by one peg graft fixing plug connector 968, plug connector 969, plug connector 970, plug connector 971, plug connector 972, plug connector 973.
Shown in Figure 94, plug connector 968 comprises three vertical mutually, as to be distributed in the Different Plane identical connection-peg 990 of structure, connection-peg 991, connection-pegs 992.Shown in Figure 95, plug connector 737 comprise three mutually vertical, be distributed in the identical connection-peg of same plane structure 993, connection-peg 994, connection-peg 995.The structure of connection-peg is identical with the structure of the column connection-peg of embodiment 7.Plug connector 970 and the horizontal plane symmetry of plug connector 968 about its center.Insert plug connector 971, plug connector 972, plug connector 973 and plug connector 970, plug connector 969, plug connector 968 horizontal plane symmetry about its center.
Building frame construction also comprises the crossbeam 974 that two ends and plug connector 968, plug connector 969 are pegged graft and be fixed together, the crossbeam 975 that two ends and plug connector 969, plug connector 970 are pegged graft and be fixed together, the crossbeam 976 that two ends and plug connector 970, plug connector 971 are pegged graft and be fixed together, the crossbeam 977 that two ends and plug connector 971, plug connector 972 are pegged graft and be fixed together, the crossbeam 979 that crossbeam 978 two ends that two ends and plug connector 972, plug connector 973 grafting are fixed together and plug connector 973, plug connector 968 are pegged graft and be fixed together.
Building frame construction also comprises top layer hanging part 982 and back timber hanging part 980, back timber hanging part 984.
Shown in Figure 96, top layer hanging part 982 comprises that two become the top layer of inverted v-shaped tiltedly to descend connection-peg 997, top layer tiltedly to descend connection-peg 998, suspension part 999 and be connected top layer tiltedly to descend connection-peg 997, top layer tiltedly to descend the connecting portion 1000 of connection-peg 998 and suspension part 999; 1000 one-tenth inverted V-shapeds of connecting portion, suspension part 999 are arranged on the angle position of connecting portion 1000 and place the below of connecting portion 1000, are provided with the groove 1002 that opening cooperates with back timber 1001 on suspension part 999 down; Top layer tiltedly descends connection-peg 997, top layer tiltedly to descend the end face of connection-peg 998 vertical connecting portions 1000 to be convexly equipped with under oblique.Top layer tiltedly descends the structure of connection-peg 997 tiltedly to descend the structure of connection-peg identical with the top layer of embodiment 16.
Shown in Figure 97, back timber hanging part 980 comprise 1003, one of suspension parts along the suspension part 1003 the end face outside connecting portion 1004 that forms of bending upwards; One is arranged on the end face that connecting portion 1004 deviates from suspension part 1003 and the oblique upper support joint 1005 of top layer that is convexly equipped with obliquely, 1003 bottom is provided with an angle and becomes the L shaped breach of 90 ° fall 1006 in the suspension part, and the structure of the oblique upper support joint 1005 of top layer is identical with the structure of implementing 13 the oblique upper support joint of top layer.Back timber hanging part 984 and the vertical plane symmetry of back timber hanging part 980 about its center.
Two top layers of top layer hanging part 982 tiltedly descend connection-peg respectively with the back timber 981 of two symmetries, the end of back timber 982 is pegged graft fixing, the top layer of back timber hanging part 980 is tiltedly gone up the other end end of connection-peg and back timber 981 and is pegged graft fixing, the top layer of back timber hanging part 984 is tiltedly gone up the other end end of connection-peg and back timber 983 and is pegged graft fixing, back timber hanging part 980 is suspended on that its angle becomes 90 ° fall L shaped breach 1006 to cooperate with crossbeam 1007 on the crossbeam 1007, back timber hanging part 984 is suspended on that its angle becomes the L shaped breach of 90 ° fall to cooperate with this crossbeam on the crossbeam, and the top layer hanging part is articulated on the crossbeam 1001.
Building frame construction also comprises top layer hanging part 987 and back timber hanging part 985, back timber hanging part 989.Top layer hanging part 987 is identical with the structure of top layer hanging part 982.Back timber hanging part 985 is identical with the structure of back timber hanging part 980.Back timber hanging part 985 is suspended on that its U-lag cooperates with crossbeam 842 on the crossbeam 842, and back timber hanging part 989 is suspended on the crossbeam 1008.Back timber hanging part 989 and the vertical plane symmetry of back timber hanging part 985 about its center.Two top layers of top layer hanging part 987 tiltedly descend connection-peg to peg graft fixing with the back timber 986 of two symmetries, the end of back timber 988 respectively, the top layer of back timber hanging part 985 is tiltedly gone up the other end end of connection-peg and back timber 986 and is pegged graft fixing, the top layer of back timber hanging part 989 is tiltedly gone up the other end end of connection-peg and back timber 988 and is pegged graft fixing, back timber hanging part 985 is suspended on the crossbeam 1008, back timber hanging part 989 is suspended on the crossbeam 1009, and top layer hanging part 987 is articulated on the crossbeam 1010.
Embodiment 84
Shown in Figure 98, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1030, column 1032, column 1033, column 1035, be distributed in the column 1031 of the center of column 1030, column 1032 lines, be distributed in the column 1034 of the center of column 1033, column 1035 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 1036, beam column connector 1037, beam column connector 1038, beam column connector 1039, beam column connector 1040, beam column connector 1041 on column 1030, column 1031, column 1032, column 1033, column 1034, the column 1035.
The structure of beam column connector 1036 is identical with embodiment 37.The structure of beam column connector 1037 is identical with embodiment 36.Beam column connector 1038 and the horizontal plane symmetry of beam column connector 1036 about its center.Beam column connector 1041, beam column connector 1040, beam column connector 1039 one by one with beam column connector 1036, beam column connector 1037, beam column connector 1038 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 1036, the crossbeam 1042 parallel on relative two the horizontal support joints of beam column connector 1037 with horizontal plane, be supported on beam column connector 1037, the crossbeam 1043 parallel on relative two the horizontal support joints of beam column connector 1038 with horizontal plane, be supported and fixed on beam column connector 1039, the crossbeam 1044 parallel with horizontal plane on relative two the horizontal support joints of beam column connector 1040 is supported and fixed on beam column connector 1040, the crossbeam 1045 parallel on relative two the horizontal support joints of beam column connector 1041 with horizontal plane.
Building frame construction also comprises the identical beam column plane plug connector 1047 of structure, beam column plane plug connector 1051, beam column plane plug connector 1055.Shown in Figure 101, beam column plane plug connector 1047 comprises beam column plane plug connector body 1090, two horizontal directions are convexly equipped with 1093, one post connection-pegs 1092 that vertically upwards are convexly equipped with beam column plane plug connector body of beam connection-peg 1091, beam connection-peg of beam column plane plug connector body.With two fixing crossbeam 1046, crossbeams 1049 of beam connection-pegs grafting of beam column plane plug connector 1047, with the fixing column 1048 of post connection-peg grafting of beam column plane plug connector 1047.The other end of crossbeam 1046, crossbeam 1047 is supported on respectively on the horizontal support joint of beam column connector 1036, beam column connector 1041.With two fixing crossbeam 1050, crossbeams 1053 of beam connection-pegs grafting of beam column plane plug connector 1051, with the fixing column 1052 of post connection-peg grafting of beam column plane plug connector 1051.The other end of crossbeam 1050, crossbeam 1053 is supported on respectively on the horizontal support joint of beam column connector 1037, beam column connector 1040.With two fixing crossbeam 1054, crossbeams 1057 of beam connection-pegs grafting of beam column plane plug connector 1055, with the fixing column 1056 of post connection-peg grafting of beam column plane plug connector 1055.The other end of crossbeam 1054, crossbeam 1057 is supported on respectively on the horizontal support joint of beam column connector 1038, beam column connector 1039.
Building frame construction also comprises beam column connector 1058, beam column connector 1059, beam column connector 1060.The structure of beam column connector 1058 is identical with embodiment 15.The structure of beam column connector 1059 is identical with embodiment 16.Beam column connector 1060 is identical with the structure of beam column connector 1058.Comprise also that respectively two top layers with beam column connector 1058 tiltedly descend connection-peg peg graft fixing back timber 1061, back timber 1062, the other end of back timber 1061, back timber 1062 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connector 1036, beam column connector 1041.Two top layers with beam column connector 1059 tiltedly descend fixing back timber 1063, the back timber 1064 of connection-peg grafting respectively.The other end of back timber 1063, back timber 1064 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connector 1037, beam column connector 1040.Comprise also that respectively two top layers with beam column connector 1060 tiltedly descend connection-peg peg graft fixing back timber 1065, back timber 1066.The other end of back timber 1065, back timber 1066 is supported and fixed on respectively on the relative oblique upper support joint of two top layers of beam column connector 1038, beam column connector 39.
Building frame construction also comprises respectively and beam column connector 1036, beam column connector 1037, beam column connector 1038, beam column connector 1039, beam column connector 1040, first tie-beam 1067 that the tie-beam connection-peg of beam column connector 1041 is pegged graft and fixed, the 3rd tie-beam 1068, second tie-beam 1069, first tie-beam 1070, the 3rd tie-beam 1071, second tie-beam 1072 is with first tie-beam 1067, the 3rd tie-beam 1068, second tie-beam 1069, first tie-beam 1070, the 3rd tie-beam 1071, the first eaves connector 1073 that second tie-beam 1072 is pegged graft and fixed, the 3rd eaves connector 1074, the second eaves connector 1075, the first eaves connector 1076, the 3rd eaves connector 1077, the second eaves connector 1078.
Shown in Figure 99, the first eaves connector 1073 comprises that the integrated first eaves connector body 1083, one protrude the first beam connection-peg 1084 obliquely from the first eaves connector body 1083, are convexly equipped with one first side bar supported joint 1085 of the first eaves connector body 1083 from a side along continuous straight runs of the first eaves connector body 1083.The second eaves connector 1075 and the first eaves connector 1073 are about the vertical plane symmetry of its center.Shown in Figure 100, what the structure of the 3rd eaves connector 1074 and the first eaves connector 1073 was different is that the 3rd eaves connector 1074 comprises two the 3rd side bar supported joint 1088, the 3rd side bar supported joints 1089 that are convexly equipped with the 3rd eaves connector body 1086 from the 3rd eaves connector body 1086 opposing both sides.The second eaves connector 1078, the 3rd eaves connector 1077, the first eaves connector 1076 respectively with the first eaves connector 1073, the 3rd eaves connector 1074, the second eaves connector 1075 vertical plane symmetry about its center.
Building frame construction also comprises the side bar 1079 on the side bar supported joint that is supported and fixed on the first eaves connector 1073, the 3rd eaves connector 1074, be supported and fixed on the side bar 1080 on the side bar supported joint of the 3rd eaves connector 1074, the second eaves connector 1075, be supported and fixed on the side bar 1081 on the side bar supported joint of the first eaves connector 1076, the 3rd eaves connector 1077, be supported and fixed on the side bar 1082 of the 3rd eaves connector 1077, the second eaves connector 1078.
The installation process of tie-beam, eaves connector, side bar comprises:
Earlier on the tie-beam connection-peg of the beam column connector 1036 of the correspondence that first tie-beam 1067, the 3rd tie-beam 1068, second tie-beam 1069, first tie-beam 1070, the 3rd tie-beam 1071,1072 grafting of second tie-beam are fixed on, beam column connector 1037, beam column connector 1038, beam column connector 1039, beam column connector 1040, beam column connector 1041;
Tie-beam connection-peg with the first eaves connector 1073, the 3rd eaves connector 1074, the second eaves connector 1075, the first eaves connector 1076, the 3rd eaves connector 1077, the second eaves connector 1078 inserts the end of corresponding first tie-beam 1067, the 3rd tie-beam 1068, second tie-beam 1069, first tie-beam 1070, the 3rd tie-beam 1071, second tie-beam 1072 and pegs graft fixing with the end of tie-beam again;
After finishing tie-beam, eaves connector fixing, side bar 1079 is placed on the side bar supported joint of the first eaves connector 1073, the 3rd eaves connector 1074, directly support side bar 1079 by the side bar supported joint, again the side bar supported joint of the end of side bar 1079 and the first eaves connector 1073, the 3rd eaves connector 1074 is fixed; Side bar 1080 is placed on the side bar supported joint of the 3rd eaves connector 1074, the second eaves connector 1075, directly support side bar 1080 by the side bar supported joint, again the side bar supported joint of the end of side bar 1080 and the 3rd eaves connector 1074, the second eaves connector 1075 is fixed; Side bar 1081 is placed on the side bar supported joint of the first eaves connector 1076, the 3rd eaves connector 1077, directly support side bar 1081 by the side bar supported joint, again the side bar supported joint of the end of side bar 1081 and the first eaves connector 1076, the 3rd eaves connector 1077 is fixed; Side bar 1082 is placed on the side bar supported joint of the 3rd eaves connector 1077, the second eaves connector 1078, directly support side bar 1082 by the side bar supported joint, again the side bar supported joint of the end of side bar 1082 and the 3rd eaves connector 1077, the second eaves connector 1078 is fixed.
Embodiment 85
Shown in Figure 102, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1121, column 1123, column 1124, column 1120, be distributed in the column 1122 of the center of column 1121, column 1123 lines, be distributed in the column 1125 of the center of column 1124, column 1120 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 1126, beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, beam column connector 1131 on column 1120, column 1121, column 1122, column 1123, column 1124, the column 1125.
The structure of beam column connector 1126 is identical with embodiment 43.The structure of beam column connector 1128 is identical with embodiment 42.Beam column connector 1127 and the horizontal plane symmetry of beam column connector 1126 about its center.Beam column connector 1127, beam column connector 1128, beam column connector 1129 one by one with beam column connector 1126, beam column connector 1131, beam column connector 1130 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 1126, the crossbeam 1144 parallel on relative two the horizontal support joints of beam column connector 1127 with horizontal plane, be supported on beam column connector 1127, the crossbeam 1145 parallel on relative two the horizontal support joints of beam column connector 1128 with horizontal plane, be supported and fixed on beam column connector 1128, the crossbeam 1146 parallel on relative two the horizontal support joints of beam column connector 1129 with horizontal plane, be supported and fixed on beam column connector 1129, the crossbeam 1147 parallel on relative two the horizontal support joints of beam column connector 1130 with horizontal plane, be supported and fixed on beam column connector 1130, the crossbeam 1148 parallel with horizontal plane on relative two the horizontal support joints of beam column connector 1131 is supported and fixed on beam column connector 1131, the crossbeam 1149 parallel on relative two the horizontal support joints of beam column connector 1126 with horizontal plane.
Building frame construction also comprises respectively and beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, beam column connector 1131, the 4th tie-beam 1157 that the tie-beam connection-peg of beam column connector 1126 is pegged graft and fixed, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 5th tie-beam 1156 is with the 4th tie-beam 1157, the 6th tie-beam 1158, the 5th tie-beam 1159, the 4th tie-beam 1160, the 6th tie-beam 1161, the 4th eaves connector 1163 that the 5th tie-beam 1156 is pegged graft and fixed, the 6th eaves connector 1164, the 5th eaves connector 1165, the 4th eaves connector 1166, the 6th eaves connector 1167, the 5th eaves connector 1162.
Shown in Figure 103, the 5th eaves connector 1165 comprises integrated the 4th eaves connector body 1174, the 4th a beam connection-peg 1175 that protrudes obliquely from the 4th eaves connector body 1174, be convexly equipped with the 4th side bar supported joint 1176 of two band U-lags of the 4th eaves connector body 1174 from the 4th eaves connector body 1174 adjacent two sides along continuous straight runs, the 4th side bar supported joint 1177, the 4th side bar supported joint 1176, the 4th side bar supported joint 1177 is positioned at the both sides of the 4th beam connection-peg 1175, the 4th side bar supported joint 1176, the direction that the 4th side bar supported joint 1177 is convexly equipped with the 4th eaves connector body 1174 equals 90 °.The 4th eaves connector 1163 and the 5th eaves connector 1165 are about the vertical plane symmetry of its center.Shown in Figure 104, what the structure of the 6th eaves connector 1164 and the 4th eaves connector 1163 was different is, two hexagon beam supported joints 1178, hexagon beam supported joints 1179 are convexly equipped with from the 6th eaves connector body 1180 opposing both sides, are distributed on the same straight line.The 5th eaves connector 1162, the 6th eaves connector 1167, the 4th eaves connector 1166 respectively with the 4th eaves connector 1163, the 6th eaves connector 1164, the 5th eaves connector 1165 vertical plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on the 4th eaves connector 1163, side bar 1169 on the side bar supported joint of the 6th eaves connector 1164, be supported and fixed on the 6th eaves connector 1164, side bar 1170 on the side bar supported joint of the 5th eaves connector 1165, be supported and fixed on the 5th eaves connector 1165, side bar 1171 on the side bar supported joint of the 4th eaves connector 1166, be supported and fixed on the 4th eaves connector 1166, side bar 1172 on the side bar supported joint of the 6th eaves connector 1167 is supported and fixed on the 6th eaves connector 1167, the side bar 1173 of the 5th eaves connector 1162.
Building frame construction comprises that also grafting is fixed on beam column connector 1126 respectively, beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, column 1132 on the upper pillar stand connection-peg of beam column connector 1131, column 1133, column 1134, column 1135, column 1136, column 1137, lower pillar stand connection-peg are pegged graft and are fixed on column 1132, column 1133, column 1134, column 1135, column 1136, beam column connector 1138 on the column 1137, beam column connector 1139, beam column connector 1140, beam column connector 1141, beam column connector 1142, beam column connector 1143.
The structure of connector 1138 is identical with embodiment 38.The structure of beam column connector 1143 is identical with embodiment 40.Beam column connector 1141 and the horizontal plane symmetry of beam column connector 1139 about its center.Beam column connector 1138, beam column connector 1143, beam column connector 1142 one by one with beam column connector 1139, beam column connector 1140, beam column connector 1141 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 1138, the crossbeam 1150 parallel on relative two the horizontal support joints of beam column connector 1139 with horizontal plane, be supported and fixed on beam column connector 1139, the crossbeam 1151 parallel on relative two the horizontal support joints of beam column connector 1140 with horizontal plane, be supported and fixed on beam column connector 1140, the crossbeam 1152 parallel on relative two the horizontal support joints of beam column connector 1141 with horizontal plane, be supported and fixed on beam column connector 1141, the crossbeam 1153 parallel on relative two the horizontal support joints of beam column connector 1142 with horizontal plane, be supported and fixed on beam column connector 1142, the crossbeam 1154 parallel with horizontal plane on relative two the horizontal support joints of beam column connector 1143 is supported and fixed on beam column connector 1143, the crossbeam 1155 parallel on relative two the horizontal support joints of beam column connector 1138 with horizontal plane.
With beam column connector 1139, beam column connector 1140, beam column connector 1141, beam column connector 1142, beam column connector 1143, the tie-beam connection-peg of beam column connector 1138 is pegged graft and is fixedly coupled beam, with the fixing eaves connector of tie-beam grafting, the structure that is supported on the side bar on the eaves connector with beam column connector 1126, beam column connector 1127, beam column connector 1128, beam column connector 1129, beam column connector 1130, the tie-beam connection-peg of beam column connector 1131 is pegged graft and is fixedly coupled beam, with the eaves connector that tie-beam is pegged graft and fixed, the structure that is supported on the side bar on the eaves connector is identical.
Embodiment 86
Shown in Figure 105, different with embodiment 85 is that tie-beam that will be corresponding with each beam column connector, eaves connector and beam column connector are made into an overall structure.
The structure of beam column connector 1202 is identical with embodiment 50.The structure of beam column connector 1201 is identical with embodiment 49.Beam column connector 1200 and the horizontal plane symmetry of beam column connector 1202 about its center.Beam column connector 1205, beam column connector 1204, beam column connector 1203 one by one with beam column connector 1200, beam column connector 1201, beam column connector 1202 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 1200, side bar 1212 on the side bar supported joint of beam column connector 1201, be supported and fixed on beam column connector 1201, side bar 1213 on the side bar supported joint of beam column connector 1202, be supported and fixed on beam column connector 1202, side bar 1214 on the side bar supported joint of beam column connector 1203, be supported and fixed on beam column connector 1203, side bar 1215 on the side bar supported joint of beam column connector 1204, be supported and fixed on beam column connector 1204, side bar 1216 on the side bar supported joint of beam column connector 1205 is supported and fixed on beam column connector 1205, side bar 1217 on the side bar supported joint of beam column connector 1200.
The structure of beam column connector 1223 is identical with embodiment 45.The structure of beam column connector 1222 is identical with embodiment 47.Beam column connector 1218 and the horizontal plane symmetry of beam column connector 1223 about its center.Beam column connector 1218, beam column connector 1219, beam column connector 1220 one by one with beam column connector 1223, beam column connector 1222, beam column connector 1221 horizontal plane symmetry about its center.
Building frame construction also comprises and is supported and fixed on beam column connector 1218, side bar 1230 on the side bar supported joint of beam column connector 1219, be supported and fixed on beam column connector 1219, side bar 1231 on the side bar supported joint of beam column connector 1220, be supported and fixed on beam column connector 1220, side bar 1232 on the side bar supported joint of beam column connector 1221, be supported and fixed on beam column connector 1221, side bar 1233 on the side bar supported joint of beam column connector 1222, be supported and fixed on beam column connector 1222, side bar 1234 on the side bar supported joint of beam column connector 1223 is supported and fixed on beam column connector 1223, side bar 1235 on the side bar supported joint of beam column connector 1218.
Embodiment 87
Shown in Figure 106, building frame construction, comprise along octagonal eight angle positions by counterclockwise distribution, the column 1250 vertical with horizontal plane, column 1251, column 1252, column 1253, column 1254, column 1255, column 1256, column 1257 is pegged graft respectively and is fixed on column 1250, column 1251, column 1252, column 1253, column 1254, column 1255, column 1256, the identical beam column connector 1258 of structure on the column 1257, beam column connector 1259, beam column connector 1260, beam column connector 1261, beam column connector 1262, beam column connector 1263, beam column connector 1264, beam column connector 1265.
Beam column connector 1258 is identical with embodiment 44.
Building frame construction also comprises and is supported and fixed on beam column connector 1258, crossbeam 1306 on relative two the horizontal support joints of beam column connector 1259, be supported and fixed on beam column connector 1259, crossbeam 1307 on relative two the horizontal support joints of beam column connector 1260, be supported and fixed on beam column connector 1260, crossbeam 1308 on relative two the horizontal support joints of beam column connector 1261, be supported and fixed on beam column connector 1261, crossbeam 1309 on relative two the horizontal support joints of beam column connector 1262, be supported and fixed on beam column connector 1262, crossbeam 1310 on relative two the horizontal support joints of beam column connector 1263, be supported and fixed on beam column connector 1263, crossbeam 1311 on relative two the horizontal support joints of beam column connector 1264, be supported and fixed on beam column connector 1264, crossbeam 1312 on relative two the horizontal support joints of beam column connector 1265 is supported and fixed on beam column connector 1265, crossbeam 1313 on relative two the horizontal support joints of beam column connector 1258.
Building frame construction also comprises respectively and beam column connector 1258, beam column connector 1259, beam column connector 1260, beam column connector 1261, beam column connector 1262, beam column connector 1263, beam column connector 1264, the 4th tie-beam 1266 that the tie-beam connection-peg of beam column connector 1265 is pegged graft and fixed, the 5th tie-beam 1267, the 4th tie-beam 1268, the 5th tie-beam 1269, the 4th tie-beam 1270, the 5th tie-beam 1271, the 4th tie-beam 1272, the 5th tie-beam 1273 is respectively with the 4th tie-beam 1266, the 5th tie-beam 1267, the 4th tie-beam 1268, the 5th tie-beam 1269, the 4th tie-beam 1270, the 5th tie-beam 1271, the 4th tie-beam 1272, the 4th eaves connector 1274 that the 5th tie-beam 1273 is pegged graft and fixed, the 5th eaves connector 1275, the 4th eaves connector 1276, the 5th eaves connector 1277, the 4th eaves connector 1278, the 5th eaves connector 1279, the 4th eaves connector 1280, the 5th eaves connector 1281.
What the structure of the 4th eaves connector 1274 was different with the structure of the 4th eaves connector among the embodiment 85 is that the angle of two the 4th side bar supported joints equals 135 °.
Building frame construction also comprises and is supported and fixed on the 4th eaves connector 1274, side bar 1282 on the side bar supported joint of the 5th eaves connector 1275, be supported and fixed on the 5th eaves connector 1275, side bar 1283 on the side bar supported joint of the 4th eaves connector 1276, be supported and fixed on the 4th eaves connector 1276, side bar 1284 on the side bar supported joint of the 5th eaves connector 1277, be supported and fixed on the 5th eaves connector 1277, side bar 1285 on the side bar supported joint of the 4th eaves connector 1278, be supported and fixed on the 4th eaves connector 1278, side bar 1286 on the side bar supported joint of the 5th eaves connector 1279, be supported and fixed on the 5th eaves connector 1279, side bar 1287 on the side bar supported joint of the 4th eaves connector 1280, be supported and fixed on the 4th eaves connector 1280, side bar 1288 on the side bar supported joint of the 5th eaves connector 1281 is supported and fixed on the 5th eaves connector 1288, side bar 1289 on the side bar supported joint of the 4th eaves connector 1274.
Building frame construction comprises that also grafting is fixed on beam column connector 1258 respectively, beam column connector 1259, beam column connector 1260, beam column connector 1261, beam column connector 1262, beam column connector 1263, beam column connector 1264, column 1290 on the upper pillar stand connection-peg of beam column connector 1265, column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, column 1297, lower pillar stand connection-peg are pegged graft and are fixed on column 1290, column 1291, column 1292, column 1293, column 1294, column 1295, column 1296, beam column connector 1298 on the column 1297, beam column connector 1299, beam column connector 1300, beam column connector 1301, beam column connector 1302, beam column connector 1303, beam column connector 1304, beam column connector 1305.
The structure of beam column connector 1298 is identical with embodiment 71.
With beam column connector 1298, beam column connector 1299, beam column connector 1300, beam column connector 1301, beam column connector 1302, beam column connector 1303, beam column connector 1304, the tie-beam connection-peg of beam column connector 1305 is pegged graft and is fixedly coupled beam, with the fixing eaves connector of tie-beam grafting, the structure that is supported and fixed on the side bar on the side bar supported joint on the eaves connector with beam column connector 1258, beam column connector 1259, beam column connector 1260, beam column connector 1261, beam column connector 1262, beam column connector 1263, beam column connector 1264, the tie-beam connection-peg of beam column connector 1265 is pegged graft and is fixedly coupled beam, with the eaves connector that tie-beam is pegged graft and fixed, the structure that is supported and fixed on the side bar on the side bar supported joint on the eaves connector is identical.
Embodiment 88
Shown in Figure 107, building frame construction, comprise along four diagonal positions of rectangle by the counterclockwise distribution and the bottom connector 1350 of symmetry in twos, bottom connector 1352, bottom connector 1358, bottom connector 1356, be distributed in bottom connector 1350, the bottom connector 1355 of the center of bottom connector 1356 lines, be distributed in bottom connector 1352, the bottom connector 1353 of the center of bottom connector 1358 lines, be distributed in bottom connector 1350, the bottom connector 1351 of the center of bottom connector 1352 lines, be distributed in bottom connector 1355, the bottom connector 1354 of the center of bottom connector 1353 lines is distributed in bottom connector 1356, the bottom connector 1357 of the center of bottom connector 1358 lines.
The structure of bottom connector 1356 is identical with embodiment 1.The structure of bottom connector 1354 is identical with embodiment 3.The structure of bottom connector 1355, bottom connector 1351, bottom connector 1357, bottom connector 1353 is identical with embodiment 2.Bottom connector 1350 and the horizontal plane symmetry of bottom connector 1356 about its center.Bottom connector 1357 and the horizontal plane symmetry of bottom connector 1351 about its center.Bottom connector 1358, bottom connector 1353, bottom connector 1352 respectively with bottom connector 1356, bottom connector 1355, bottom connector 1350 about the horizontal plane of its center symmetry one by one.
Building frame construction also comprises plane beam plug connector 1360, the plane beam plug connector 1359 about the vertical plane symmetry of its center.Shown in Figure 109, plane beam plug connector 1360 comprises that plane 1524, three along continuous straight runs of beam plug connector body are convexly equipped with plane beam plug connector body and orthogonal beam connection-peg 1526, beam connection-peg 1527, beam connection-peg 1528.The structure of the post connection-peg among the structure of beam connection-peg and the embodiment 7 is identical.With fixing crossbeam 1363, crossbeam 1364, the crossbeam 1365 of plane beam plug connector 1360 grafting.The beam connection-peg of plane beam plug connector 1359 and crossbeam 1364 are pegged graft fixing.Fixing crossbeam 1367, the crossbeam 1368 of two other beam connection-peg grafting with plane beam plug connector 1359.The other end of crossbeam 1365, crossbeam 1363 is supported and fixed on respectively on two relative horizontal support joints of bottom connector 1355, bottom connector 1350.The other end of crossbeam 1367, crossbeam 1368 is supported and fixed on respectively on two relative horizontal support joints of bottom connector 1351, bottom connector 1354.
Building frame construction also comprises and is supported and fixed on bottom connector 1350, crossbeam 1361 on relative two the horizontal support joints of bottom connector 1351, be supported and fixed on bottom connector 1351, crossbeam 1362 on relative two the horizontal support joints of bottom connector 1352, be supported and fixed on bottom connector 1352, crossbeam 1369 on relative two the horizontal support joints of bottom connector 1353, be supported and fixed on bottom connector 1353, crossbeam 1372 on relative two the horizontal support joints of bottom connector 1354, be supported and fixed on bottom connector 1353, crossbeam 1374 on relative two the horizontal support joints of bottom connector 1358, be supported and fixed on bottom connector 1354, crossbeam 1370 on relative two the horizontal support joints of bottom connector 1355, be supported and fixed on bottom connector 1354, crossbeam 1373 on relative two the horizontal support joints of bottom connector 1357, be supported and fixed on bottom connector 1355, crossbeam 1371 on relative two the horizontal support joints of bottom connector 1356, be supported and fixed on bottom connector 1356, crossbeam 1375 on relative two the horizontal support joints of bottom connector 1357 is supported and fixed on bottom connector 1357, crossbeam 1376 on relative two the horizontal support joints of bottom connector 1358.
Building frame construction also comprises on column 1377 on the upper pillar stand connection-peg be fixed on bottom connector 1350, bottom connector 1351, bottom connector 1352, bottom connector 1353, bottom connector 1354, bottom connector 1355, bottom connector 1356, bottom connector 1357, bottom connector 1358 of pegging graft, column 1378, column 1379, column 1380, column 1381, column 1382, column 1383, column 1384, the column 1385.Peg graft respectively and be fixed on column 1377, column 1378, column 1381, the column 1382 and place beam column connector 1386, beam column connector 1387, beam column connector 1388, beam column connector 1389 on the same plane.The structure of beam column connector 1388 is identical with embodiment 7.Beam column connector 1387 and the vertical plane symmetry of beam column connector 1388 about its center.Beam column connector 1386 and the vertical plane symmetry of beam column connector 1387 about its center.Beam column connector 1389 and the vertical plane symmetry of beam column connector 1388 about its center.
Also comprise plane beam plug connector 1396, plane beam plug connector 1392 about the vertical plane symmetry of its center.The structure of plane beam plug connector 1396 is identical with the structure of plane beam plug connector 1360.With fixing crossbeam 1395, crossbeam 1398, the crossbeam 1397 of plane beam plug connector 1396 grafting.The beam connection-peg of plane beam plug connector 1392 and crossbeam 1397 are pegged graft fixing.Fixing crossbeam 1391, the crossbeam 1393 of two other beam connection-peg grafting with plane beam plug connector 1392.The other end of crossbeam 1395, crossbeam 1398 is supported and fixed on respectively on two relative horizontal support joints of beam column connector 1389, beam column connector 1386.The other end of crossbeam 1391, crossbeam 1393 is supported and fixed on respectively on two relative horizontal support joints of beam column connector 1387, beam column connector 1388.Also comprise the crossbeam 1390 that is supported and fixed on two relative horizontal support joints of beam column connector 1386, beam column connector 1387, be supported and fixed on the crossbeam 1394 on two relative horizontal support joints of beam column connector 1388, beam column connector 1389.Crossbeam 1364 and crossbeam 1397 be not at same vertical plane with not on same horizontal plane.Comprising that also grafting is fixed on column 1399, column 1400, column 1401, the column 1402 on beam column connector 1386, beam column connector 1387, beam column connector 1388, the beam column connector 1389.Comprising that also grafting is fixed on column 1399, column 1400, column 1379, column 1380, column 1401, column 1402, column 1383, column 1384, the column 1385 and places conplane beam column connector 1413, beam column connector 1414, beam column connector 1415, beam column connector 1416, beam column connector 1417, beam column connector 1418, beam column connector 1419, beam column connector 1420, beam column connector 1421 respectively.The structure of beam column connector 1313, beam column connector 1415 is identical with embodiment 7.The structure of beam column connector 1414, beam column connector 1416, beam column connector 1418 is identical with embodiment 8.The structure of beam column connector 1417 is identical with embodiment 9.The structure of beam column connector 1419 is identical with embodiment 33.The structure of beam column connector 1420 is identical with embodiment 32.Beam column connector 1421 and the horizontal plane symmetry of beam column connector 1419 about its center.
Also comprise plane beam plug connector 1410, plane beam plug connector 1405 about the vertical plane symmetry of its center.The structure of plane beam plug connector 1410 is identical with the structure of plane beam plug connector 1360.With fixing crossbeam 1409, crossbeam 1412, the crossbeam 1406 of plane beam plug connector 1410 grafting.The beam connection-peg of plane beam plug connector 1405 and crossbeam 1406 are pegged graft fixing.Fixing crossbeam 1404, the crossbeam 1407 of two other beam connection-peg grafting with plane beam plug connector 1405.The other end of crossbeam 1404, crossbeam 1407 is supported and fixed on respectively on two relative horizontal support joints of beam column connector 1414, beam column connector 1417.The other end of crossbeam 1409, crossbeam 1412 is supported and fixed on respectively on two relative horizontal support joints of beam column connector 1418, beam column connector 1413.Crossbeam 1397 and crossbeam 1406 be not at same vertical plane with not on same horizontal plane.
Be supported and fixed on beam column connector 1413, crossbeam 1403 on relative two the horizontal support joints of beam column connector 1414, be supported and fixed on beam column connector 1414, crossbeam 1422 on relative two the horizontal support joints of beam column connector 1415, be supported and fixed on beam column connector 1415, crossbeam 1423 on relative two the horizontal support joints of beam column connector 1416, be supported and fixed on beam column connector 1416, crossbeam 1424 on relative two the horizontal support joints of beam column connector 1417, be supported and fixed on beam column connector 1416, crossbeam 1425 on relative two the horizontal support joints of beam column connector 1421, be supported and fixed on beam column connector 1420, crossbeam 1426 on relative two the horizontal support joints of beam column connector 1421, be supported and fixed on beam column connector 1417, crossbeam 1427 on relative two the horizontal support joints of beam column connector 1420, be supported and fixed on beam column connector 1419, crossbeam 1428 on relative two the horizontal support joints of beam column connector 1420, be supported and fixed on beam column connector 1418, crossbeam 1429 on relative two the horizontal support joints of beam column connector 1419 is supported and fixed on beam column connector 1417, crossbeam 1408 on relative two the horizontal support joints of beam column connector 1418.Also comprise column 1430, column 1431, column 1432, column 1433, column 1434, column 1435, column 1436, column 1437, column 1438 on the upper pillar stand connection-peg that is fixed on beam column connector 1413, beam column connector 1414, beam column connector 1415, beam column connector 1416, beam column connector 1417, beam column connector 1418, beam column connector 1419, beam column connector 1420, beam column connector 1421 of pegging graft respectively.Beam column connector 1439, beam column connector 1440, beam column connector 1441, beam column connector 1442, beam column connector 1443, beam column connector 1444, beam column connector 1445, beam column connector 1446, the beam column connector 1447 of pegging graft respectively and being fixed on column 1430, column 1431, column 1432, column 1433, column 1434, column 1435, column 1436, column 1437, the column 1438 and placing same horizontal plane.The structure of beam column connector 1439, beam column connector 1441 is identical with embodiment 4.The structure of beam column connector 1440, beam column connector 1442, beam column connector 1444 is identical with embodiment 5.The structure of beam column connector 1443 is identical with embodiment 6.The structure of beam column connector 1445 is identical with embodiment 34.The structure of beam column connector 1446 is identical with embodiment 35.Beam column connector 1447 and the horizontal plane symmetry of beam column connector 1445 about its center.
Be supported and fixed on beam column connector 1439, crossbeam 1448 on the beam column connector 1440, be supported and fixed on beam column connector 1440, crossbeam 1449 on the beam column connector 1441, be supported and fixed on beam column connector 1441, crossbeam 1450 on the beam column connector 1442, be supported and fixed on beam column connector 1443, crossbeam 1451 on the beam column connector 1440, be supported and fixed on beam column connector 1439, crossbeam 1452 on the beam column connector 1444, be supported and fixed on beam column connector 1444, crossbeam 1453 on the beam column connector 1443, be supported and fixed on beam column connector 1443, crossbeam 1454 on the beam column connector 1442, be supported and fixed on beam column connector 1442, crossbeam 1455 on the beam column connector 1447, be supported and fixed on beam column connector 1443, crossbeam 1456 on the beam column connector 1446, be supported and fixed on beam column connector 1444, crossbeam 1457 on the beam column connector 1445, be supported and fixed on beam column connector 1445, crossbeam 1458 on the beam column connector 1446 is supported and fixed on beam column connector 1446, crossbeam 1459 on the beam column connector 1447.
Shown in Figure 108, building frame construction also comprises respectively and the tie-beam connection-peg of beam column connector 1445, beam column connector 1446, beam column connector 1447 peg graft fixing second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493, with second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 the peg graft fixing second eaves connector 1494, the 3rd eaves connector 1495, the first eaves connector 1496.
Shown in Figure 114, first beam connection-peg 1531 of the square tube shape that the first eaves connector 1496 comprises the integrated first eaves connector body 1530, protrude from two adjacent side levels of a side of the first eaves connector body 1530 and the first side bar supported joint 1532 of U-shaped.The second eaves connector 1494 and the first eaves connector 1496 are about the vertical plane symmetry of its center.Shown in Figure 115, what the structure of the 3rd eaves connector 1495 and the first eaves connector 1496 was different is, the 3rd eaves connector comprises that two are convexly equipped with the 3rd side bar supported joint 1534, the 3rd side bar supported joint 1535, the three side bar supported joints 1534, the 3rd side bar supported joint 1535 conllinear from the 3rd eaves connector body 1533 opposing both sides.
Building frame construction also comprises the side bar 1497 on the side bar supported joint that is supported and fixed on the second eaves connector 1494, the 3rd eaves connector 1495, is supported and fixed on the side bar 1498 on the side bar supported joint of the 3rd eaves connector 1495, the first eaves connector 1496.
Shown in Figure 108, building frame construction also comprises respectively the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 of pegging graft fixing square tube shape with the tie-beam connection-peg of beam column connector 1419, beam column connector 1420, beam column connector 1421, the 9th eaves connector the 1474, the 11 eaves connector 1475, the 7th eaves connector 1476, the first edge columns 1481, the 3rd edge column 1480, second edge column 1479.
Shown in Figure 117, the beam connection-peg 1537 of the square tube shape that the 7th eaves connector 1476 comprises integrated the 7th eaves connector body 1536, be convexly equipped with from the 7th eaves connector body 1,536 two adjacent side along continuous straight runs and the side bar supported joint 1538 of U-shaped, the edge column connection-peg 1539 of the square tube shape that vertically is convexly equipped with from the end face of the 7th eaves connector body 1536.
Shown in Figure 119, the 11 eaves connector 1475 comprises integrated the 11 eaves connector body 1540, the side bar supported joint 1541 of two U-shapeds that are convexly equipped with from the 11 eaves connector body 1,540 two relative side along continuous straight runs, 1542, from be convexly equipped with side bar supported joint 1541, the beam connection-peg 1543 of the square tube shape that along continuous straight runs is convexly equipped with on the side of the 11 eaves connector body 1540 that two sides of 1542 are all adjacent, the edge column connection-peg 1544 of the square tube shape that vertically upwards is convexly equipped with from the end face of the 11 eaves connector body 1540;
Shown in Figure 116, the first side bar post connector 1484 comprises the integrated first side bar post connector body 1545, is convexly equipped with the beam connection-peg 1546 of square tube shape and the side bar supported joint 1547 of U-shaped from the first side bar post connector body, 1,545 two adjacent side along continuous straight runs, the edge column connection-peg 1548 that vertically is convexly equipped with square tube shape from the bottom surface of the first side bar post connector body 1545.
Shown in Figure 118, side bar supported joint 1550, the side bar supported joint 1551 of two U-shapeds that the 3rd side bar post connector 1483 comprises integrated the 3rd side bar post connector body 1549, be convexly equipped with from the 3rd side bar post connector body 1,549 two relative side along continuous straight runs, the edge column connection-peg 1552 of the square tube shape that vertically is convexly equipped with downwards from the bottom surface of the 3rd side bar post connector body 1549.
The 9th eaves connector 1474 and the 7th eaves connector 1476 are about the vertical plane symmetry of its center; The second side bar post connector 1482 and the first side bar post connector 1484 are about the vertical plane symmetry of its center.
The beam connection-peg of the 9th eaves connector the 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 is pegged graft fixing with the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 respectively.The side bar 1478 that is fixed with in the 7th eaves connector 1476 and the 11 eaves connector 1475 relative side bar supported joint upper supports.The side bar 1477 that is fixed with in the 11 eaves connector 1475 and the 9th eaves connector 1474 relative side bar supported joint upper supports.On the edge column connection-peg of the 9th eaves connector the 1474, the 11 eaves connector 1475, the 7th eaves connector 1476, peg graft and be fixed with second edge column 1479, the 3rd edge column 1480, first edge column 1481.On the beam connection-peg of the first side bar post connector 1484, peg graft and be fixed with and the 7th tie-beam 1473 side bar 1490 of array from bottom to top vertically; On the beam connection-peg of the second side bar post connector 1482, peg graft and be fixed with and the 9th tie-beam 1471 side bar 1486 of array from bottom to top vertically.The edge column connection-peg of the first side bar post connector 1484, the 3rd side bar post connector 1483, the second side bar post connector 1482 is pegged graft respectively and is fixed on first edge column 1481, the 3rd edge column 1480, second edge column 1479.Be fixed with side bar 1489 at the first side bar post connector 1484 with the 3rd side bar post connector 1483 relative side bar supported joint upper supports; Be fixed with side bar 1488 at the 3rd side bar post connector 1483 with the second side bar post connector, 1482 relative side bar supported joint upper supports.Side bar 1486 is fixing with column 1436 welding, and side bar 1490 is fixing with column 1438 welding.
Shown in Figure 108, building frame construction also comprises the first beam hanging part 1466, the second beam hanging part 1470, the 3rd beam hanging part 1468;
Shown in Figure 110, the first beam hanging part 1466, be cast member, comprise the suspension part 1500 that is supported on a bulk on the brace summer, 1500 bottom surface is extended the connecting portion 1501 of the bulk that is provided with vertically downward from the suspension part, is arranged on the beam connection-peg on the side of the connecting portion 1501 that deviates from suspension part 1500.The beam connection-peg comprise two symmetries that vertical extent is provided with from the side of the connecting portion that deviates from the suspension part, opening is towards U-shaped piece 1503, the U-shaped piece 1504 of the horizontal Tile of both sides, on the base plane of the U-lag of U-shaped piece 1503, U-shaped piece 1504, be provided with round platform 1505, between round platform 1505, be connected with reinforcing rib 1506, in each round platform 1505, be provided with tapped through hole 1507.
The second beam hanging part 1470 and the first beam hanging part 1466 are about the vertical plane symmetry of its center.
Shown in Figure 111, the 3rd beam hanging part 1468, be cast member, comprise the suspension part 1508 that is supported on the brace summer, 1508 bottom surface is extended one first connecting portion 1509 and one second connecting portion 1510 that is provided with symmetry vertically downward from the suspension part, be arranged on the beam connection-peg 1511 on the side of first connecting portion 1509 that deviates from suspension part 1508, be arranged on the beam connection-peg 1512 on the side of second connecting portion 1510 that deviates from suspension part 1508.First connecting portion 1509, suspension part 1508, second connecting portion 1510 form downward opening U-shaped groove 1513; The structure of beam connection-peg 1511 is identical with the structure of the beam connection-peg of beam first hanging part 1466.
Comprising also pegging graft in two ends is fixed on the crossbeam 1467 of 1468 of the first beam hanging part 1466 and the 3rd beam hanging parts, pegs graft and be fixed on the crossbeam 1469 of 1470 of the 3rd beam hanging part 1468 and the second beam hanging parts in two ends; The first beam hanging part 1466, the 3rd beam hanging part 1468, the second beam hanging part 1470 are suspended on respectively on crossbeam 1457, crossbeam 1456, the crossbeam 1455.
Building frame construction also comprises the 4th beam hanging part 1460, the 5th beam hanging part 1462, the 6th beam hanging part 1463, the 7th beam hanging part 1461;
Shown in Figure 112, the 5th beam hanging part 1462 is a cast member, comprise suspension part 1514,1514 side bends a connecting portion 1515 that forms downwards again to a side vertical extent from the suspension part, be arranged on the beam connection-peg 1516 on connecting portion 1515 end face down, go up perpendicular connection-peg 1517 with the support column of the vertical direction of handrail is pegged graft.1514 bottom is provided with a downward opening U-shaped groove 1518 in the suspension part.Beam connection-peg 1516 comprises that the end face of a vertical connecting portion extends upward the square tube shape protuberance that forms, and upward perpendicular connection-peg 1517 comprises from the stair-stepping annulus boss of the end face of vertical hanging portion.
Shown in Figure 113, the 4th beam hanging part 1460, be cast member, comprise suspension part 1519,1519 end face extends the connecting portion 1520 that upwards bending forms vertically upward again from the suspension part, be arranged on the beam connection-peg 1521 on connecting portion 1520 end face up, go up perpendicular connection-peg 1522 with the support column of the vertical direction of handrail is pegged graft.Beam connection-peg 1521 comprises that the end face of a vertical connecting portion 1520 extends upward the square tube shape protuberance that forms.1519 bottom is provided with a downward opening U-shaped groove 1523 in the suspension part.Beam connection-peg 1521 comprises that the end face of a vertical connecting portion 1520 extends upward the square tube shape protuberance that forms, and upward perpendicular connection-peg 1522 comprises the stair-stepping annulus boss of the end face of vertical hanging portion 1519.
The 7th beam hanging part 1461 and the 4th beam hanging part 1460 are about the vertical plane symmetry of its center.The structure of the 6th beam hanging part 1463 and the 5th beam hanging part 1462 are about the vertical plane symmetry of its center.
The fixing brace summer 1553 of beam connection-peg grafting that also comprises two ends and the 4th beam hanging part 1460 and the 5th beam hanging part 1462; The brace summer 1554 that two ends and the 6th beam hanging part 1463 and the 7th beam hanging part 1461 are pegged graft and fixed.The 4th beam hanging part 1460, the 7th beam hanging part 1461 are suspended on the crossbeam 1364, and the 5th beam hanging part 1462, the 6th beam hanging part 1463 are suspended on the crossbeam 1397; On the vertical joint head first balustrade 1464 is being installed on the 4th beam hanging part 1460 and the 5th beam hanging part 1462, on the vertical joint head second balustrade 1465 is being installed on the 6th beam hanging part 1463 and the 7th beam hanging part 1461.
The crossbeam that is installed on all bottom connectors and all beam column connectors is H shaped steel, and the end of crossbeam is processed into the T font, and the horizontal part of the T font end of crossbeam directly is supported on the end face of spacing protuberance, and vertical component effect is contained in the storage tank.The vertical component effect butt that passes the T font end of screwed hole in the bottom portion of groove round platform of U-shaped protuberance of horizontal support joint of all bottom connectors and all beam column connectors and crossbeam by lock-screw is fixed crossbeam and two U-shaped protuberances, thereby the end of crossbeam and horizontal support connection supports are fixed.
With the first beam hanging part 1466, the second beam hanging part 1470, the mounting method that the 3rd beam hanging part 1468 is installed on the corresponding crossbeam comprises: with an end and the first beam hanging part, 1466 movable the pegging graft of crossbeam 1467, the other end and the 3rd beam hanging part 1468 movable pegging graft with crossbeam 1467, the 3rd beam hanging part 1468 is pegged graft with an end of crossbeam 1469 is movable, the other end and the second beam hanging part, 1470 movable pegging graft with crossbeam 1469, again with the first beam hanging part 1466, the 3rd beam hanging part 1468, the second beam hanging part 1470 hangs and is fixed on corresponding crossbeam 1457 by welding or securing member, crossbeam 1456, crossbeam 1455 need the position, adjust the crossbeam 1467 and the first beam hanging part 1466 at last, the relative position of the 3rd beam hanging part 1468 interfixes, and adjusts the crossbeam 1469 and the second beam hanging part 1470, fixing behind the relative position of the 3rd beam hanging part 1468.
Shown in Figure 108, the installation mounting method of tie-beam, eaves connector, side bar comprises:
At first peg graft fixing with the tie-beam connection-peg of beam column connector 1445, beam column connector 1446, beam column connector 1,447 second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 respectively;
Peg graft beam connection-peg and second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 of the second eaves connector 1494, the 3rd eaves connector 1495, the first eaves connector 1496 fixing again;
At last with side bar 1497 and the second eaves connector 1494, side bar supported joint support fixation that the 3rd eaves connector 1495 is relative, with side bar 1498 and the 3rd eaves connector 1495, side bar supported joint support fixation that the first eaves connector 1496 is relative.
Shown in Figure 108, the installation mounting method of tie-beam, eaves connector, side bar, edge column, side bar post connector comprises:
The first step is pegged graft fixing with the tie-beam connection-peg of beam column connector 1419, beam column connector 1420, beam column connector 1421 the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473;
Second step pegged graft fixing with the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 the beam connection-peg of the 9th eaves connector the 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 respectively;
The 3rd step was supported and fixed on side bar 1478 on the 7th eaves connector 1476 side bar supported joint relative with the 11 eaves connector 1475; Side bar 1477 is supported and fixed on the 11 eaves connector 1475 side bar supported joint relative with the 9th eaves connector 1474;
The 4th step pegged graft the edge column connection-peg of second edge column 1479, the 3rd edge column 1480, first edge column 1481 and the 9th eaves connector the 1474, the 11 eaves connector 1475, the 7th eaves connector 1476 fixing;
The 5th step pegged graft fixing with first edge column 1481, the 3rd edge column 1480, second edge column 1479 the edge column connection-peg of the first side bar post connector 1484, the 3rd side bar post connector 1483, the second side bar post connector 1482 respectively;
The 6th step pegged graft an end of side bar 1490 and the beam connection-peg of the first side bar post connector 1484 fixing and the other end and column 1436 welding of side bar are fixing; Side bar 1489 and the first side bar post connector 1484 and the 3rd side bar post connector 1483 relative side bar supported joint upper supports are fixed; Side bar 1488 and the 3rd side bar post connector 1483 and the second side bar post connector, 1482 relative side bar supported joint upper supports are fixed; Peg graft an end of side bar 1486 and the beam connection-peg of the second side bar post connector 1482 fixing and the other end and column 1438 welding of side bar 1486 are fixing.
Shown in Figure 108, the mounting method of beam hanging part, brace summer, balustrade comprises;
At first with the two ends of brace summer 1553 and movable the pegging graft of beam connection-peg of the 4th beam hanging part 1460 and the 5th beam hanging part 1462; Two ends and the 6th beam hanging part 1463 and the 7th beam hanging part 1461 movable pegging graft with brace summer 1554;
Again the 4th beam hanging part 1460, the 7th beam hanging part 1461 are suspended on needing the position and passing through screw of crossbeam 1364, the 5th beam hanging part 1462, the 6th beam hanging part 1463 are suspended on needing the position and passing through screw with crossbeam 1397 of crossbeam 1397 with crossbeam 1364;
Adjust the relative position of brace summer 1553 and the 4th beam hanging part 1460 and the 5th beam hanging part 1462 then and pass through screw; Adjust the relative position of brace summer 1554 and the 6th beam hanging part 1463 and the 7th beam hanging part 1461 and pass through screw;
Last first balustrade 1464 of installing on vertical joint head on the 4th beam hanging part 1460 and the 5th beam hanging part 1462 is installed second balustrade 1465 on vertical joint head on the 6th beam hanging part 1463 and the 7th beam hanging part 1461.
Embodiment 89
Shown in Figure 120, different with embodiment 88 is that building frame construction also comprises eaves plug connector 1599, eaves plug connector 1601, eaves plug connector 1604, eaves plug connector 1583, eaves plug connector 1584, eaves plug connector 1585, eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594.
Shown in Figure 121, eaves plug connector 1604 comprises integrated eaves plug connector body 1606, two beam connection-peg 1607, beam connection-pegs 1608 that are convexly equipped with the square tube shape of eaves plug connector body 1606 from adjacent side level.Shown in Figure 122, eaves plug connector 1601 comprises integrated eaves plug connector body 1609, three square tube ellbeam connection-peg 1610, beam connection-peg 1611, beam connection-pegs 1612 that are convexly equipped with eaves plug connector body 1609 from adjacent side level.Eaves plug connector 1599 and the vertical plane symmetry of eaves plug connector 1604 about its center.
Shown in Figure 124, eaves plug connector 1585 comprises that integrated eaves plug connector body 1613, two are convexly equipped with square tube ellbeam connection-peg 1614, the beam connection-peg 1615 of eaves plug connector body 1613 from adjacent side level, the edge column connection-peg 1616 that is convexly equipped with straight up from the top of eaves plug connector body 1613.Shown in Figure 126, eaves plug connector 1584 comprises that integrated eaves plug connector body 1617, three are convexly equipped with beam connection-peg 1618, beam connection-peg 1619, the beam connection-peg 1620 of eaves plug connector body 1617 from adjacent side level, the edge column connection-peg 1621 that is convexly equipped with straight up from the top of eaves plug connector body 1617.Eaves plug connector 1583 and the vertical plane symmetry of eaves plug connector 1585 about its center.
Shown in Figure 123, eaves plug connector 1594 comprises that integrated eaves plug connector body 1622, two are convexly equipped with square tube ellbeam connection-peg 1623, the beam connection-peg 1624 of eaves plug connector body 1622 from adjacent side level, the edge column connection-peg 1625 that is convexly equipped with straight down from the below of eaves plug connector body 1622.Shown in Figure 125, eaves plug connector 1593 comprises that integrated eaves plug connector body 1626, two are convexly equipped with beam connection-peg 1627, the beam connection-peg 1628 of eaves plug connector body 1626 from opposing two sides level, the edge column connection-peg 1629 that is convexly equipped with straight down from the bottom surface of eaves plug connector body 1626.Eaves plug connector 1592 and the vertical plane symmetry of eaves plug connector 1594 about its center.
Be fixedly coupled beam 1598, side bar 1600 with the beam connection-peg grafting of eaves plug connector 1599; The eaves plug connector 1601 that beam connection-peg and side bar 1600 are pegged graft and be fixed together, pegging graft with two other beam connection-peg of eaves plug connector 1601 is fixedly coupled beam 1602, side bar 1603; The eaves plug connector 1604 that beam connection-peg and side bar 1603 are pegged graft and be fixed together, pegging graft with the another one beam connection-peg of eaves plug connector 1604 is fixedly coupled beam 1605.Tie-beam 1598, tie-beam 1602, tie-beam 1605 are pegged graft fixing with the tie-beam connection-peg of beam column connector 1445, beam column connector 1446, beam column connector 1447 respectively.
With the beam connection-peg of eaves plug connector 1583 peg graft be fixedly coupled beam 1580, side bar 1586, with the edge column connection-peg of the eaves plug connector 1583 fixing edge column 1588 of pegging graft; The eaves plug connector 1584 that beam connection-peg and side bar 1586 are pegged graft and be fixed together, be fixedly coupled beam 1581, side bar 1587 with two other beam connection-peg grafting of eaves plug connector 1584, with the fixing edge column 1589 of edge column connection-peg grafting of eaves plug connector 1584; The eaves plug connector 1585 that beam connection-peg and side bar 1587 are pegged graft and be fixed together, pegging graft with the another one beam connection-peg of eaves plug connector 1585 is fixedly coupled beam 1582, with the edge column connection-peg of the eaves plug connector 1585 fixing edge column 1590 of pegging graft.Fixing side bar 1591, the side bar 1596 of beam connection-peg grafting with eaves plug connector 1592, with fixing side bar 1596, the side bar 1597 of beam connection-peg grafting of eaves plug connector 1593, with fixing side bar 1597, the side bar 1595 of beam connection-peg grafting of eaves plug connector 1594.The edge column connection-peg of eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594 is pegged graft and is fixed together with edge column 1588, edge column 1589, edge column 1590 respectively.Tie-beam 1580, tie-beam 1581, tie-beam 1582 are pegged graft with the tie-beam connection-peg of beam column connector 1419, beam column connector 1420, beam column connector 1421 respectively and are fixed together.The installation mounting method of tie-beam, eaves plug connector, side bar, edge column comprises:
Beam connection-peg and tie-beam 1580, the side bar 1586 of eaves plug connector 1583 are pegged graft and fixed, peg graft the edge column connection-peg and the edge column 1588 of eaves plug connector 1583 fixing; Peg graft the beam connection-peg and the side bar 1586 of eaves plug connector 1584 fixing, two other beam connection-peg and tie-beam 1581, the side bar 1587 of eaves plug connector 1584 are pegged graft and fixed, peg graft the edge column connection-peg and the edge column 1589 of eaves plug connector 1584 fixing; It is fixing that beam connection-peg of eaves plug connector 1585 and side bar 1587 are pegged graft, and it is fixing that the another one beam connection-peg and the tie-beam 1582 of eaves plug connector 1585 are pegged graft, and the edge column connection-peg and edge column 1590 grafting of eaves plug connector 1585 are fixed;
Peg graft fixing with the beam connection-peg of eaves plug connector 1592 side bar 1591, side bar 1596; The beam connection-peg and side bar 1596 grafting of eaves plug connector 1593 are fixing, peg graft the side bar 1597 and the beam connection-peg of eaves plug connector 1593 fixing; The beam connection-peg and side bar 1597 grafting of eaves plug connector 1594 are fixing, peg graft the side bar 1595 and the beam connection-peg of eaves plug connector 1594 fixing;
Peg graft fixing with edge column 1588, edge column 1589, edge column 1590 the edge column connection-peg of eaves plug connector 1592, eaves plug connector 1593, eaves plug connector 1594 respectively;
Peg graft fixing with the tie-beam connection-peg of beam column connector 1419, beam column connector 1420, beam column connector 1421 tie-beam 1580, tie-beam 1581, tie-beam 1582 respectively;
The column 1436 that side bar 1591, side bar 1595 is corresponding with it respectively, column 1438 welding are fixed.
The installation mounting method of tie-beam, eaves plug connector, side bar comprises:
At first just the beam connection-peg of eaves plug connector 1599 and tie-beam 1598, side bar 1600 are pegged graft fixing; Beam connection-peg of eaves plug connector 1601 and side bar 1600 pegged graft to be fixed together, and pegs graft fixing with two other beam connection-peg of eaves plug connector 1601 tie-beam 1602, side bar 1603; It is fixing that beam connection-peg of eaves plug connector 1604 and side bar 1603 are pegged graft, and pegs graft the tie-beam 1605 and the another one beam connection-peg of eaves plug connector 1604 fixing;
Peg graft fixing with the tie-beam connection-peg of beam column connector 1445, beam column connector 1446, beam column connector 1447 tie-beam 1598, tie-beam 1602, tie-beam 1605 respectively again.
Embodiment 90
Shown in Figure 127, different with embodiment 88 is, pegs graft respectively to be fixed on beam column connector 1655, beam column connector 1656, beam column connector 1657, beam column connector 1650, beam column connector 1651, beam column connector 1652 on column 1383, column 1384, column 1385, column 1436, column 1437, the column 1438.
The structure of beam column connector 1657 is identical with embodiment 53.The structure of beam column connector 1656 is identical with embodiment 54.Beam column connector 1655 and the vertical plane symmetry of beam column connector 1657 about the center.
The structure of beam column connector 1652 is identical with embodiment 51.The structure of beam column connector 1651 is identical with embodiment 52.Beam column connector 1650 and the vertical plane symmetry of beam column connector 1652 about the center.
Be fixed with side bar 1653 in beam column connector 1650, beam column connector 1651 relative side bar supported joint upper supports.Be fixed with side bar 1654 in beam column connector 1651, beam column connector 1652 relative side bar supported joint upper supports.
Be fixed with side bar 1658 in beam column connector 1655, beam column connector 1656 relative side bar supported joint upper supports.Relative side bar supported joint upper support at beam column connector 1656, beam column connector 1657 is fixed with side bar 1659.On the edge column supported joint of beam column connector 1655, beam column connector 1656, beam column connector 1657, peg graft respectively and be fixed with edge column 1660, edge column 1661, edge column 1662.On edge column 1660, edge column 1661, edge column 1662, peg graft respectively and be fixed with side bar post connector 1663, side bar post connector 1664, side bar post connector 1665.Be fixed with side bar 1667 in side bar post connector 1663, side bar post connector 1664 relative side bar supported joint upper supports.Be fixed with side bar 1668 in side bar post connector 1664, side bar post connector 1665 relative side bar supported joint upper supports.Peg graft on another connection-peg of side bar post connector 1663 and be fixed with side bar 1666, side bar 1666 is fixing with column 1436 welding.Peg graft on another connection-peg of side bar post connector 1665 and be fixed with side bar 1669, side bar 1669 is fixing with column 1438 welding.
Embodiment 91
Shown in Figure 128, building frame construction, comprise that four diagonal positions along rectangle are by counterclockwise distribution, vertical with horizontal plane column 1680, column 1682, column 1683, column 1685, be distributed in the column 1681 of the center of column 1680, column 1682 lines, be distributed in the column 1684 of the center of column 1683, column 1685 lines.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 1686, beam column connector 1687, beam column connector 1688, beam column connector 1689, beam column connector 1690, beam column connector 1691 on column 1680, column 1681, column 1682, column 1683, column 1684, the column 1685.
The structure of beam column connector 1686, beam column connector 1687, beam column connector 1688 is identical with embodiment 72.Beam column connector 1686, beam column connector 1687, beam column connector 1688 one by one with beam column connector 1691, beam column connector 1690, beam column connector 1689 horizontal plane symmetry about its center.
On the relative horizontal support joint of beam column connector 1686, beam column connector 1691, be fixed with crossbeam 1692.On the relative horizontal support joint of beam column connector 1687, beam column connector 1690, be fixed with crossbeam 1693.On the relative horizontal support joint of beam column connector 1688, beam column connector 1689, be fixed with crossbeam 1694.
At beam column connector 1686, beam column connector 1687, beam column connector 1688, beam column connector 1689, beam column connector 1690, peg graft respectively on the upper pillar stand connection-peg of beam column connector 1691 and be fixed with column 1695, column 1696, column 1697, column 1698, column 1699, column 1700, lower pillar stand connection-peg are pegged graft and are fixed on column 1695, column 1696, column 1697, column 1698, column 1699, beam column connector 1701 on the column 1700, beam column connector 1702, beam column connector 1703, beam column connector 1704, beam column connector 1705, beam column connector 1706.
The structure of beam column connector 1706 is identical with embodiment 4.The structure of beam column connector 1705 is identical with embodiment 5.Beam column connector 1704 and the horizontal plane symmetry of beam column connector 1706 about its center.Beam column connector 1701, beam column connector 1702, beam column connector 1703 one by one with beam column connector 1706, beam column connector 1705, beam column connector 1704 horizontal plane symmetry about its center.
On the relative horizontal support joint of beam column connector 1701, beam column connector 1702, be fixed with crossbeam 1707.On the relative horizontal support joint of beam column connector 1702, beam column connector 1703, be fixed with crossbeam 1708.On the relative horizontal support joint of beam column connector 1703, beam column connector 1704, be fixed with crossbeam 1709.On the relative horizontal support joint of beam column connector 1704, beam column connector 1705, be fixed with crossbeam 1710.On the relative horizontal support joint of beam column connector 1705, beam column connector 1706, be fixed with crossbeam 1711.On the relative horizontal support joint of beam column connector 1706, beam column connector 1701, be fixed with crossbeam 1712.
Embodiment 92
Shown in Figure 129, different with embodiment 81 is, respectively with column 812, column 846, column 847 peg graft fixing beam column connector 1720, beam column connector 1721, beam column connector 1722; Be suspended on top layer beam hanging part 1723 and top layer beam hanging part 1724 on the crossbeam 829.The structure of beam column connector 1720 is identical with embodiment 73.The structure of beam column connector 1721 is identical with embodiment 74.Back timber 821, back timber 822 are supported and fixed on respectively on the oblique lower support joint of beam column connector 1720 monosymmetric top layers.Back timber 824, back timber 825 are supported and fixed on respectively on the oblique lower support joint of beam column connector 1721 monosymmetric top layers.Back timber 827, back timber 828 are supported and fixed on respectively on the oblique lower support joint of beam column connector 1722 monosymmetric top layers.
Shown in Figure 130, top layer hanging part 1723 comprises the oblique lower support joint 1725 of top layer, the oblique lower support joint 1726 of top layer, the suspension part 1727 of two symmetries that become inverted v-shapeds and is connected the connecting portion 1728 of the oblique lower support joint 1725 of top layer, the oblique lower support joint 1726 of top layer and suspension part 1727; Connecting portion becomes inverted V-shaped, and suspension part 1727 is arranged on the angle position of connecting portion 1728 and places the below of connecting portion 1728, is provided with downward opening groove 1729 on suspension part 1728; The oblique lower support joint of top layer is convexly equipped with under oblique from the end face of vertical connecting portion.The structure of the oblique lower support joint of top layer is identical with the structure of the oblique lower support head of top layer of embodiment 18.Top layer hanging part 1724 is identical with the structure of top layer hanging part 1723.Back timber 832, back timber 834 are supported and fixed on respectively on the oblique lower support joint of top layer hanging part 1723 monosymmetric top layers.Back timber 837, back timber 839 are supported and fixed on respectively on the oblique lower support joint of top layer hanging part 1724 monosymmetric top layers.
Embodiment 93
Shown in Figure 131, building frame construction, comprise along four diagonal positions of rectangle column 1750, column 1751, column 1752, column 1753 by counterclockwise distribution, be equally distributed on 1750 successively, column 1754, column 1755 between the column 1751, be equally distributed on 1753 successively, column 1791, column 1757 between the column 1752, be distributed in the column 1758 of column 1750, column 1753 line centers.Be distributed in the column 1756 of column 1751, column 1752 line centers.
Grafting is fixed on column 1750, column 1754, column 1755, column 1751, column 1756, column 1758, column 1752, the column 1757 and places conplane beam column connector 1759, beam column connector 1760, beam column connector 1761, beam column connector 1762, beam column connector 1763, beam column connector 1767, beam column connector 1764, beam column connector 1766 respectively.Be supported and fixed on the crossbeam 1769 on the horizontal support joint of beam column connector 1759, beam column connector 1760.Be supported and fixed on the crossbeam 1770 on the horizontal support joint of beam column connector 1760, beam column connector 1761.Be supported and fixed on the crossbeam 1771 on the horizontal support joint of beam column connector 1761, beam column connector 1762.Be supported and fixed on the crossbeam 1772 on the horizontal support joint of beam column connector 1762, beam column connector 1763.Be supported and fixed on the crossbeam 1772 on the horizontal support joint of beam column connector 1762, beam column connector 1763.Be supported and fixed on the crossbeam 1773 on the horizontal support joint of beam column connector 1763, beam column connector 1764.Be supported and fixed on the crossbeam 1774 on the horizontal support joint of beam column connector 1764, beam column connector 1766.Be supported and fixed on the crossbeam 1768 on the horizontal support joint of beam column connector 1759, beam column connector 1767.
Crossbeam 1776, crossbeam 1777, crossbeam 1778 that the connection-peg of one end and plug connector 1775 is pegged graft and fixed.Crossbeam 1780, crossbeam 1781, crossbeam 1782 that plug connector 1779, one ends that beam connection-peg and crossbeam 1778 grafting are fixing and the beam connection-peg of plug connector 1779 are pegged graft and fixed.The horizontal support connection supports of the other end of crossbeam 1776, crossbeam 1777 and beam column connector 1767, beam column connector 1760 is fixed.The horizontal support connection supports of the other end of crossbeam 1780, crossbeam 1781, crossbeam 1782 and beam column connector 1761, beam column connector 1763, beam column connector 1766 is fixed.
Shown in Figure 132, plug connector 1775 comprises plug connector body 1822, three 1825, one post connection-pegs 1826 that upwards are convexly equipped with along plug connector body vertical direction of beam connection-peg 1823, beam connection-peg 1824, beam connection-peg that vertically place same horizontal plane mutually that are convexly equipped with along plug connector body horizontal direction.Connection-peg is identical with the structure of the column connection-peg of embodiment 7.
Shown in Figure 133, what plug connector 1779 was different with plug connector 1775 structures is that plug connector 1779 comprises four the beam connection-peg 1828 that vertically places same horizontal plane mutually, beams grafting 1829, beam connection-peg 1830, the beam connection-pegs 1831 that are convexly equipped with along plug connector body 1827 horizontal directions.
Peg graft respectively column 1783, column 1784, column 1785, column 1786, column 1787, column 1793, column 1792, column 1790 on the upper pillar stand connection-peg be fixed on beam column connector 1759, beam column connector 1760, beam column connector 1761, beam column connector 1762, beam column connector 1763, beam column connector 1764, beam column connector 1766, beam column connector 1767.Peg graft respectively column 1789, column 1788 on the post connection-peg be fixed on plug connector 1775, plug connector 1779.
The lower pillar stand connection-peg is pegged graft respectively and is fixed on column 1783, column 1784, column 1785, column 1786, column 1787, column 1788, column 1789, column 1790, column 1753, column 1791, column 1792, on the column 1793 and place the beam column connector 1794 of same horizontal plane, beam column connector 1795, beam column connector 1796, beam column connector 1797, beam column connector 1798, beam column connector 1799, beam column connector 1800, beam column connector 1801, beam column connector 1802, beam column connector 1803, beam column connector 1804, beam column connector 1805.
Two end supports is fixed on the crossbeam 1806 on the relative horizontal support joint of beam column connector 1794, beam column connector 1795.Two end supports is fixed on the crossbeam 1822 on the relative horizontal support joint of beam column connector 1795, beam column connector 1796.Two end supports is fixed on the crossbeam 1807 on the relative horizontal support joint of beam column connector 1796, beam column connector 1797.Two end supports is fixed on the crossbeam 1808 on the relative horizontal support joint of beam column connector 1797, beam column connector 1798.Two end supports is fixed on the crossbeam 1809 on the relative horizontal support joint of beam column connector 1796, beam column connector 1799.Two end supports is fixed on the crossbeam 1810 on the relative horizontal support joint of beam column connector 1795, beam column connector 1800.Two end supports is fixed on the crossbeam 1811 on the relative horizontal support joint of beam column connector 1794, beam column connector 1801.Two end supports is fixed on the crossbeam 1812 on the relative horizontal support joint of beam column connector 1801, beam column connector 1800.Two end supports is fixed on the crossbeam 1813 on the relative horizontal support joint of beam column connector 1800, beam column connector 1799.Two end supports is fixed on the crossbeam 1814 on the relative horizontal support joint of beam column connector 1799, beam column connector 1798.Two end supports is fixed on the crossbeam 1815 on the relative horizontal support joint of beam column connector 1798, beam column connector 1805.Two end supports is fixed on the crossbeam 1816 on the relative horizontal support joint of beam column connector 1799, beam column connector 1804.Two end supports is fixed on the crossbeam 1817 on the relative horizontal support joint of beam column connector 1800, beam column connector 1803.Two end supports is fixed on the crossbeam 1818 on the relative horizontal support joint of beam column connector 1801, beam column connector 1802.Two end supports is fixed on the crossbeam 1819 on the relative horizontal support joint of beam column connector 1802, beam column connector 1803.Two end supports is fixed on the crossbeam 1820 on the relative horizontal support joint of beam column connector 1803, beam column connector 1804.Two end supports is fixed on the crossbeam 1821 on the relative horizontal support joint of beam column connector 1804, beam column connector 1805.
Embodiment 94
Shown in Figure 134, building frame construction, comprise along four diagonal positions of rectangle by the counterclockwise distribution and the bottom connector 1850 of symmetry in twos, bottom connector 1852, bottom connector 1854, bottom connector 1856, be distributed in bottom connector 1850, the bottom connector 1851 of the center of bottom connector 1852 lines, be distributed in bottom connector 1852, the bottom connector 1853 of the center of bottom connector 1854 lines, be distributed in bottom connector 1854, the bottom connector 1855 of the center of bottom connector 1856 lines is distributed in bottom connector 1856, the bottom connector 1857 of the center of bottom connector 1850 lines.
The structure of bottom connector 1850 is identical with embodiment 1.Bottom connector 1852 and the horizontal plane symmetry of bottom connector 1850 about its center.Bottom connector 1856, bottom connector 1855, bottom connector 1854 respectively with bottom connector 1850, bottom connector 1851, bottom connector 1852 about the horizontal plane of its center symmetry one by one.
The structure of bottom connector 1851, bottom connector 1853, bottom connector 1855, bottom connector 1857 is identical.Shown in Figure 135, bottom connector 1851 comprises 1900, two horizontal support joints 1901 of upper pillar stand connection-peg, the horizontal support joint 1902 that the post end of 1899, one need of integrated beam column connector body and vertical level direction is pegged graft and fixed.Be provided with protuberance 1903 down in the bottom of beam column connector body.Be provided with supported 1904 in the both sides of beam column connector body, supported 1905, supported 1906.Horizontal support joint 1901 is convexly equipped with from vertical supported 1904 end face.Horizontal support joint 1902 is convexly equipped with from vertical supported 1905 end face.The structure of horizontal support joint 1901, horizontal support joint 1902 is identical with the structure of the horizontal support joint of embodiment 1.
Also comprise and be supported and fixed on bottom connector 1850, crossbeam 1858 in relative two horizontal joints of bottom connector 1851, be supported and fixed on bottom connector 1851, crossbeam 1859 in relative two horizontal joints of bottom connector 1852, be supported and fixed on bottom connector 1852, crossbeam 1860 in relative two horizontal joints of bottom connector 1853, be supported and fixed on bottom connector 1853, crossbeam 1861 in relative two horizontal joints of bottom connector 1854, be supported and fixed on bottom connector 1854, crossbeam 1862 in relative two horizontal joints of bottom connector 1855, be supported and fixed on bottom connector 1855, crossbeam 1863 in relative two horizontal joints of bottom connector 1856, be supported and fixed on bottom connector 1856, crossbeam 1864 in relative two horizontal joints of bottom connector 1857 is supported and fixed on bottom connector 1857, crossbeam 1865 in relative two horizontal joints of bottom connector 1850.
Column 1866, column 1867, column 1868, column 1869, column 1870, column 1871, column 1872, column 1873 on the upper pillar stand that also comprising pegs graft respectively is fixed on bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 is pegged graft.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 1874, beam column connector 1875, beam column connector 1876, beam column connector 1877, beam column connector 1878, beam column connector 1879, beam column connector 1880, beam column connector 1881 on column 1866, column 1867, column 1868, column 1869, column 1870, column 1871, column 1872, the column 1873.
The structure of beam column connector 1874 is identical with embodiment 20.The structure of beam column connector 1875, beam column connector 1877, beam column connector 1879, beam column connector 1881 is identical with embodiment 19.Beam column connector 1876 and the horizontal plane symmetry of beam column connector 1874 about its center.Beam column connector 1881 and the horizontal plane symmetry of beam column connector 1877 about its center.Beam column connector 1880, beam column connector 1879, beam column connector 1878 respectively with beam column connector 1874, beam column connector 1875, beam column connector 1876 about the horizontal plane of its line center symmetry one by one.
Also comprise and be supported and fixed on beam column connector 1874, crossbeam 1882 in relative two horizontal joints of beam column connector 1875, be supported and fixed on beam column connector 1875, crossbeam 1883 in relative two horizontal joints of beam column connector 1876, be supported and fixed on beam column connector 1876, crossbeam 1884 in relative two horizontal joints of beam column connector 1877, be supported and fixed on beam column connector 1877, crossbeam 1885 in relative two horizontal joints of beam column connector 1878, be supported and fixed on beam column connector 1878, crossbeam 1886 in relative two horizontal joints of beam column connector 1879, be supported and fixed on beam column connector 1879, crossbeam 1887 in relative two horizontal joints of beam column connector 1880, be supported and fixed on beam column connector 1880, crossbeam 1888 in relative two horizontal joints of beam column connector 1881 is supported and fixed on beam column connector 1881, crossbeam 1889 in relative two horizontal joints of beam column connector 1874.
Also comprise the tank 1890 on the tank support portion that is supported and fixed on beam column connector 1874, beam column connector 1875, beam column connector 1876 the same sides respectively, tank 1890 is kept out away from extending the blocking part that is provided with on the side direction of beam column connector body by the tank support portion.Also comprise the tank 1891 on the tank support portion that is supported and fixed on beam column connector 1876, beam column connector 1877, beam column connector 1878 the same sides respectively, tank 1891 is kept out away from extending the blocking part that is provided with on the side direction of beam column connector body by the tank support portion.Also comprise the tank 1892 on the tank support portion that is supported and fixed on beam column connector 1878, beam column connector 1879, beam column connector 1880 the same sides respectively, tank 1892 is kept out away from extending the blocking part that is provided with on the side direction of beam column connector body by the tank support portion.Also comprise the tank 1893 on the tank support portion that is supported and fixed on beam column connector 1880, beam column connector 1881, beam column connector 1874 the same sides respectively, tank 1893 is kept out away from extending the blocking part that is provided with on the side direction of beam column connector body by the tank support portion.
Also comprise plane plug connector 1894.Shown in Figure 136, plane plug connector 1894 comprises 1907, four connection-peg 1908, connection-peg 1909, connection-peg 1910, connection-pegs 1911 that are convexly equipped with along plug connector body 1907 levels of plug connector body.The structure of plane plug connector 1894 is identical with the structure of the beam column plane plug connector of embodiment 81.
Four fixing crossbeam 1895, crossbeam 1896, crossbeam 1897, crossbeams 1898 of connection-pegs grafting that also comprise an end branch and plane plug connector 1894.The other end of crossbeam 1895, crossbeam 1896, crossbeam 1897, crossbeam 1898 is supported and fixed on respectively on the horizontal support joint of beam column connector 1875, beam column connector 1877, beam column connector 1879, beam column connector 1881.
Embodiment 95
Shown in Figure 137 to 135, different with embodiment 94 is, also comprise respectively support and with bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 fixing pile tubes connect grounding frame 1950, pile tube connects grounding frame 1951, pile tube connects grounding frame 1952, pile tube connects grounding frame 1953, pile tube connects grounding frame 1954, pile tube connects grounding frame 1955, pile tube connects grounding frame 1956, pile tube connects grounding frame 1957, the following protuberance of all bottom connectors stretches into corresponding pile tube and connects in the grounding frame, and all bottom connectors are supported on corresponding pile tube by the support portion and connect on the grounding frame.
The structure that the grafting of lower pillar stand connection-peg is fixed on the beam column connector 1960 on the column 1870 is identical with embodiment 21.The grafting of lower pillar stand connection-peg is fixed on the beam column connector 1961 and the vertical plane symmetry of beam column connector 1960 about its center on the column 1872.The lower pillar stand connection-peg peg graft respectively be fixed on beam column connector 1958 on column 1866, the column 1868, beam column connector 1959 respectively with beam column connector 1961, beam column connector 1960 vertical plane symmetry about its center.
Two end supports is fixed on the tank 1978 on the tank support portion of beam column connector 1958 and beam column connector 1959 the same sides, two end supports is fixed on the tank 1979 on the tank support portion of beam column connector 1959 and beam column connector 1960 the same sides, two end supports is fixed on the tank 1980 on the tank support portion of beam column connector 1960 and beam column connector 1961 the same sides, and two end supports is fixed on the tank 1981 on the tank support portion of beam column connector 1961 and beam column connector 1958 the same sides.Tank 1978, tank 1979, tank 1980, the tank that the head and the tail inclined-plane, two ends of tank 1981 cooperates the formation of joining to link together, at tank 1978, tank 1979, tank 1980, the bottom of tank 1981 is provided with respectively and beam column connector 1958, beam column connector 1959, beam column connector 1960, the through hole that following water through hole on the beam column connector 1961 is communicated with is at beam column connector 1958, beam column connector 1959, beam column connector 1960, the below of beam column connector 1961 is fixed with the water receiving pipe 1982 that is communicated with following water through hole respectively, water receiving pipe 1983, water receiving pipe 1984, water receiving pipe 1985.
Also comprise near the one side at two ends and insert beam column connector 1958, the side shield locating slot that beam column connector 1875 is relative also passes the L shaped side shield 1962 of side shield locating slot, beam column connector 1875 is inserted on one side near two ends, the side shield locating slot that beam column connector 1959 is relative also passes the L shaped side shield 1963 of side shield locating slot, beam column connector 1959 is inserted on one side near two ends, the side shield locating slot that beam column connector 1877 is relative also passes the L shaped side shield 1964 of side shield locating slot, beam column connector 1877 is inserted on one side near two ends, the side shield locating slot that beam column connector 1960 is relative also passes the L shaped side shield 1965 of side shield locating slot, beam column connector 1960 is inserted on one side near two ends, the side shield locating slot that beam column connector 1879 is relative also passes the L shaped side shield 1966 of side shield locating slot, beam column connector 1879 is inserted on one side near two ends, the side shield locating slot that beam column connector 1961 is relative also passes the L shaped side shield 1967 of side shield locating slot, beam column connector 1961 is inserted on one side near two ends, the side shield locating slot that beam column connector 1981 is relative also passes the L shaped side shield 1968 of side shield locating slot, inserts beam column connector 1981 near the one side at two ends, the side shield locating slot that beam column connector 1958 is relative also passes the L shaped side shield 1969 of side shield locating slot.One side of L shaped side shield 1962, L shaped side shield 1963, L shaped side shield 1964, L shaped side shield 1965, L shaped side shield 1966, L shaped side shield 1967, L shaped side shield 1968, L shaped side shield 1969 up, also inside level is protruded its lower crossbeam on the support crossbeam thereunder on one side, forms peripheral end to end barricade with the beam column connector.
On crossbeam 1895, be fixed with upper support template 1970, on crossbeam 1896, be fixed with upper support template 1971, on crossbeam 1897, be fixed with upper support template 1972, on crossbeam 1898, be fixed with upper support template 1973.The crossbeam of its below is all protruded on upper support template 1970, upper support template 1971, upper support template 1972, upper support template 1973 both sides.
Comprise that also periphery is fixed on the lower support template 1974 of L shaped side shield 1962, upper support template 1970, upper support template 1973, L shaped side shield 1969 belows.Periphery is fixed on the lower support template 1975 of L shaped side shield 1963, L shaped side shield 1964, upper support template 1971, upper support template 1970 belows.Periphery is fixed on the lower support template 1976 of L shaped side shield 1965, L shaped side shield 1966, upper support template 1972, upper support template 1971 belows.Periphery is fixed on the lower support template 1977 of L shaped side shield 1967, L shaped side shield 1968, upper support template 1973, upper support template 1972 belows.Pass by lock-screw 1987 that lower support template, L shaped side shield or upper support template and nut 1986 are fixing fixes support shuttering and L shaped side shield or upper support template.
Upper support template, lower support template, L shaped side shield, beam column connector form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, and placing cement concrete in injection forms the reinforced cement concrete floor.The reinforced cement concrete floor has been irritated the back of condensing the lower support template has been removed repeated use, and nut is stayed in the cement concrete and can be used for the finishing such as the furred ceiling of back.
Embodiment 96
Shown in Figure 140, different with embodiment 95 is, the lower pillar stand connection-peg structure be fixed on the beam column connector 2004 on the column 1870 of pegging graft is identical with embodiment 24, and the lower pillar stand connection-peg structure that is fixed on beam column connector 2001 on column 1867, column 1869, column 1871, the column 1873, beam column connector 2003, beam column connector 2005, beam column connector 2007 of pegging graft respectively is identical with embodiment 22.Beam column connector 2002 and the horizontal plane symmetry of beam column connector 2004 about its center.Beam column connector 2005 and the horizontal plane symmetry of beam column connector 2001 about its center.Beam column connector 2000, beam column connector 2007, beam column connector 2006 respectively with beam column connector 2002, beam column connector 2003, beam column connector 2004 about the horizontal plane of its line center symmetry one by one.
One side of all L shaped side shields from the outside of beam column connector is stretched into side shield locating slot in and by side shield locating slot and is kept out on one side, and support on thereunder the crossbeam up, and the inside one side of L shaped side shield also has certain distance to its lower crossbeam.
Comprise that also periphery is fixed on the support shuttering 2008 of crossbeam 1882, crossbeam 1895, crossbeam 1898, crossbeam 1889 tops, periphery is fixed on the support shuttering 2009 of crossbeam 1883, crossbeam 1884, crossbeam 1896, crossbeam 1895 tops, periphery is fixed on the support shuttering 2010 of crossbeam 1885, crossbeam 1886, crossbeam 1897, crossbeam 1896 tops, and periphery is fixed on the support shuttering 2011 of crossbeam 1887, crossbeam 1888, crossbeam 1898, crossbeam 1897 tops.
L shaped side shield and beam column connector form peripheral end to end barricade, support shuttering, L shaped side shield, beam column connector form the floor accommodation space, in the floor accommodation space, be furnished with reinforcing bar, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
The underground pile tube 2012 that also comprises the depths desired location of being driven underground, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, underground pile tube 2019, underground pile tube 2012, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, the upper end of underground pile tube 2019 is stretched into corresponding pile tube respectively and is connected grounding frame 1950, pile tube connects grounding frame 1951, pile tube connects grounding frame 1952, pile tube connects grounding frame 1953, pile tube connects grounding frame 1954, pile tube connects grounding frame 1955, pile tube connects grounding frame 1956, pile tube connects grounding frame 1957 and is lived by its circle.
The installation mounting method of building frame construction comprises:
Beat earlier underground pile tube: the depths of underground pile tube 2012, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, underground pile tube 2019 being driven underground in the position of setting; Pile tube is installed is connected the ground frame: pile tube connects grounding frame 1950, pile tube and connects grounding frame 1951, pile tube and connect grounding frame 1952, pile tube and connect grounding frame 1953, pile tube and connect grounding frame 1954, pile tube and connect grounding frame 1955, pile tube and connect the hole circle that grounding frame 1956, pile tube connect grounding frame 1957 and live corresponding underground pile tube 2012, underground pile tube 2013, underground pile tube 2014, underground pile tube 2015, underground pile tube 2016, underground pile tube 2017, underground pile tube 2018, underground pile tube 2019;
Installing bottom layer connector: with bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 is seated in pile tube successively and connects grounding frame 1950, pile tube connects grounding frame 1951, pile tube connects grounding frame 1952, pile tube connects grounding frame 1953, pile tube connects grounding frame 1954, pile tube connects grounding frame 1955, pile tube connects grounding frame 1956, pile tube connects the support portion that makes the bottom connector on the grounding frame 1957 and directly is supported on the corresponding pile tube connection ground frame, adjust bottom connector 1850, bottom connector 1851, bottom connector 1852, bottom connector 1853, bottom connector 1854, bottom connector 1855, bottom connector 1856, bottom connector 1857 makes the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at same horizontal plane, and it is fixing that bottom connector and corresponding pile tube are connected ground frame welding;
Crossbeam on the horizontal support joint of installing bottom layer connector: crossbeam is supported and fixed in two relative horizontal joints of adjacent bottom connector;
The cement concrete of pouring water: filling cement concrete in pile tube connects the annulus that the ground frame forms connects grounding frame, bottom connector with underground pile tube, pile tube and the crossbeam that is supported and fixed on the bottom connector pours into an integral body.
The mounting process of back does not have special feature, no longer describes in detail.
Embodiment 97
Shown in Figure 141, different with embodiment 96 is, the lower pillar stand connection-peg structure be fixed on the beam column connector 2068 on the column 1868 of pegging graft is identical with embodiment 66, and the lower pillar stand connection-peg structure that is fixed on beam column connector 2067 on column 1867, column 1869, column 1871, the column 1873, beam column connector 2069, beam column connector 2071, beam column connector 2073 of pegging graft respectively is identical with embodiment 65.The grafting of lower pillar stand connection-peg is fixed on the beam column connector 2066 and the horizontal plane symmetry of beam column connector 2068 about its center on the column 1866.Beam column connector 2073 and the horizontal plane symmetry of beam column connector 2069 about its center.The lower pillar stand connection-peg peg graft be fixed on beam column connector 2072, beam column connector 2071, lower pillar stand connection-peg on the column 1872 peg graft be fixed on the column 1870 beam column connector 2070 respectively with beam column connector 2066, beam column connector 2067, beam column connector 2068 about the horizontal plane of its line center symmetry one by one.Do not need L shaped side shield in the present embodiment.
Comprise that also periphery is fixed on the precast floor slab 2074 of crossbeam 1882, crossbeam 1895, crossbeam 1898, crossbeam 1889 tops, periphery is fixed on the precast floor slab 2075 of crossbeam 1883, crossbeam 1884, crossbeam 1896, crossbeam 1895 tops, periphery is fixed on the precast floor slab 2076 of crossbeam 1885, crossbeam 1886, crossbeam 1897, crossbeam 1896 tops, and periphery is fixed on the precast floor slab 2077 of crossbeam 1887, crossbeam 1888, crossbeam 1898, crossbeam 1897 tops.
Underground pile tube 2050, underground pile tube 2051, underground pile tube 2052, underground pile tube 2053, underground pile tube 2054, underground pile tube 2055, underground pile tube 2056, underground pile tube 2057 are tubular.
Comprising that also grafting respectively is fixed on column 2078, column 2079, column 2080, column 2081, column 2082, column 2083, column 2084, the column 2085 on beam column connector 2066, beam column connector 2067, beam column connector 2068, beam column connector 2069, beam column connector 2070, beam column connector 2071, beam column connector 2072, the beam column connector 2073.The lower pillar stand connection-peg is pegged graft respectively and is fixed on beam column connector 2086, beam column connector 2087, beam column connector 2088, beam column connector 2089, beam column connector 2090, beam column connector 2091, beam column connector 2092, beam column connector 2093 on column 2078, column 2079, column 2080, column 2081, column 2082, column 2083, column 2084, the column 2085.The structure of beam column connector 2086 is identical with embodiment 31, and the structure of beam column connector 2087, beam column connector 2089, beam column connector 2091, beam column connector 2093 is identical with embodiment 30.Beam column connector 2093 and the horizontal plane symmetry of beam column connector 2089 about its center.Beam column connector 2088 and the horizontal plane symmetry of beam column connector 2086 about its center.Beam column connector 2092, beam column connector 2091, beam column connector 2090 respectively with beam column connector 2086, beam column connector 2087, beam column connector 2088 about the horizontal plane of its line center symmetry one by one.
Also comprise plane plug connector 2094.The structure of plane plug connector 2094 is identical with the structure of the plane plug connector of embodiment 94.
Four fixing crossbeam 2095, crossbeam 2096, crossbeam 2097, crossbeams 2098 of connection-pegs grafting that also comprise an end branch and plane plug connector 2094.The other end of crossbeam 2095, crossbeam 2096, crossbeam 2097, crossbeam 2098 is supported and fixed on respectively on the horizontal support joint of beam column connector 2087, beam column connector 2089, beam column connector 2091, beam column connector 2093.
Identical with embodiment 96 is, in two relative horizontal joints of beam column connector 2086, beam column connector 2087, beam column connector 2088, beam column connector 2089, beam column connector 2090, beam column connector 2091, beam column connector 2092, beam column connector 2093, all be fixed with crossbeam, in its side shield locating slot, all be fixed with L shaped side shield.L shaped side shield and beam column connector form peripheral end to end barricade, the periphery of precast floor slab 2099, precast floor slab 2100, precast floor slab 2101, precast floor slab 2102 is all on the thereunder corresponding crossbeam of support fixation and in the ccontaining barricade, between precast floor slab and L shaped side shield, be provided with the space between the precast floor slab, in the space, be cast with cement.
On the upper pillar stand connection-peg of beam column connector 2086, beam column connector 2087, beam column connector 2088, peg graft respectively and be fixed with column 2103, column 2104, column 2105.Also comprise an end and plug connector 2111 peg graft fixing crossbeam 2112, crossbeam 2114, column 2113, on the other end of crossbeam 2112, the crossbeam 2114 barricade horizontal support joint that support fixation beam column connector 2086, beam column connector 2087 are relative respectively.Also comprise an end and plug connector 2115 peg graft fixing crossbeam 2116, crossbeam 2118, column 2117, on the other end of crossbeam 2116, the crossbeam 2118 barricade horizontal support joint that support fixation beam column connector 2087, beam column connector 2088 are relative respectively.Comprising also that the lower pillar stand connection-peg is pegged graft respectively is fixed on beam column connector 2144, beam column connector 2145 on column 2103 and the column 2105.The structure of beam column connector 2144 is identical with embodiment 82.Beam column connector 2145 and the horizontal plane symmetry of beam column connector 2144 about its center.Also comprise crossbeam 2147, crossbeam 2148 that an end and plug connector 2146 are pegged graft and fixed, with the fixing plug connector 2152 of crossbeam 2148 other ends grafting, with the fixing crossbeam 2149 of plug connector 2152 grafting, with the fixing plug connector 2150 of crossbeam 2149 other ends grafting, with the fixing crossbeam 2151 of plug connector 2150 grafting.A connection-peg of plug connector 2146, plug connector 2152, plug connector 2150 is pegged graft fixing with column 2113, column 2104, column 2117 respectively.On the horizontal support joint of the other end difference support fixation beam column connector 2144 of crossbeam 2147, on the horizontal support joint of the other end difference support fixation beam column connector 2145 of crossbeam 2151.The cooperation of above-mentioned all structures forms a barricade.Other barricade of three is identical with the structure of the barricade of this face.
Shown in Figure 142, plug connector 2146 comprises plug connector body 2156, is convexly equipped with three connection-peg 2153, connection-peg 2154, connection-pegs 2155 that become the T font of plug connector body 2156.Plug connector 2152, plug connector 2150 are identical with the structure of plug connector 2146.
Shown in Figure 143, plug connector 2111 and the horizontal plane symmetry of plug connector 2146 about its center.Plug connector 2115 is identical with the structure of plug connector 2111.
Shown in Figure 141, as different from Example 1, also be provided with the through hole that wallboard is fixed on the bottom connector on the bottom connector 2157.As different from Example 2, also be provided with the through hole that wallboard is fixed on the bottom connector on the bottom connector 2158.Bottom connector 2159 and the vertical plane symmetry of bottom connector 2157 about its center.Comprise that also periphery is fixed on bottom connector 2157, bottom connector 2158, beam column connector 2067, glass plate 2160 on the beam column connector 2066, periphery is fixed on bottom connector 2158, bottom connector 2159, beam column connector 2068, glass plate 2161 on the beam column connector 2067, periphery is fixed on beam column connector 2067, beam column connector 2068, beam column connector 2088, glass plate 2162 on the beam column connector 2087, periphery is fixed on beam column connector 2066, beam column connector 2067, beam column connector 2087, glass plate 2163 on the beam column connector 2086.
Shown in Figure 144, all through hole, the elastic washer 2165 that passes on glass plate, elastic washer 2164, the beam column connector by screw 2163 fixed with nut 2166 glass plate and beam column connector fixed.
Embodiment 98
Shown in Figure 145, different with embodiment 95 is, the lower pillar stand connection-peg structure that is fixed on beam column connector 2201 on column 1867, column 1869, column 1871, the column 1873, beam column connector 2203, beam column connector 2205, beam column connector 2207 of pegging graft respectively is identical with embodiment 77.Beam column connector 2203 and the horizontal plane symmetry of beam column connector 2201 about its center.
Comprise that also three limits are fixed on the upper support template 2208 of crossbeam 1889, crossbeam 1882, crossbeam 1883, crossbeam 1884 tops, relative both sides wherein are fixed on one side the upper support template 2210 that upper support template 2209, three limits that crossbeam 1889 and crossbeam 1888 tops, another side be fixed on crossbeam 1884, crossbeam 1885 tops are fixed on crossbeam 1885, crossbeam 1886, crossbeam 1887, crossbeam 1888 tops.
Both sides are fixed on the lower support template 2211 of upper support template 2208, support shuttering 2209 belows, both sides are fixed on the lower support template 2212 of upper support template 2208, support shuttering 2209 belows, both sides are fixed on the lower support template 2213 of upper support template 2209, support shuttering 2210 belows, and both sides are fixed on the lower support template 2214 of upper support template 2209, support shuttering 2210 belows.
Pass from the below of lower support template by trip bolt that the nut of lower support template, upper support template and upper support template top is fixing to be fixed on the lower support template on the upper support template.Upper support template, lower support template, L shaped side shield, beam column connector form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, and placing cement concrete in injection forms the reinforced cement concrete floor.The reinforced cement concrete floor has been irritated the back of condensing the lower support template has been removed repeated use, and nut is stayed in the cement concrete and can be used for the finishing such as the furred ceiling of back.
Embodiment 99
Shown in Figure 146, different with embodiment 81 is, the structure that is fixed on the beam column connector 2300 on the column 796 of pegging graft is identical with embodiment 75.The structure that grafting is fixed on the beam column connector 2301 on the column 797 is identical with embodiment 76.Beam column connector 2302 and the horizontal plane symmetry of beam column connector 2300 about its center.Beam column connector 2305, beam column connector 2304, beam column connector 2303 and beam column connector 2300, beam column connector 2301, beam column connector 2302 are about the horizontal plane symmetry of its center.
Embodiment 100
Shown in Figure 147, building frame construction comprises column 2322, the column 2324 of the round steel pipe vertical with horizontal plane, the crossbeam 2321 of the square steel pipe parallel with horizontal plane, crossbeam 2323, crossbeam 2325, beam column connector 2320.The structure of beam column connector 2320 is identical with embodiment 62.
In the vertical protuberance of the lower pillar stand connection-peg of column 2322 insertion beam column connectors 2320, the medial surface of the vertical protuberance of column connection-peg cooperates with the lateral surface of round steel pipe column 2322, beam column connector 2320 directly is supported on the column 2322, and the vertical protuberance of the lower pillar stand connection-peg of beam column connector 2320 is fixing with column 2322 by screw 2326.In the vertical protuberance of the upper pillar stand connection-peg of column 2324 insertion beam column connectors 2320, the medial surface of the vertical protuberance of column connection-peg cooperates with the lateral surface of round steel pipe column 2324, column 2324 directly is supported on the beam column connector 2320, and the vertical protuberance of the upper pillar stand connection-peg of beam column connector 2320 is fixing with column 2324 by screw 2327.Interior bottom and the supported joint that also directly is supported on storage tank of storage tank that one end of crossbeam 2321 is contained in supported joint is connected and fixed, interior bottom and the supported joint that also directly is supported on storage tank of storage tank that one end of crossbeam 2323 is contained in supported joint is connected and fixed, and interior bottom and the supported joint that also directly is supported on storage tank of storage tank that an end of crossbeam 2325 is contained in supported joint is connected and fixed.
Adjust the position of crossbeam or the relative beam column connector of column by rotating adjusting lever 2328 in the hole of stretching into push rod 2327 in the adjustment hole of push rod 2327 being stretched into the beam column connector, with adjusting lever 2328 more respectively.
Embodiment 101
Shown in Figure 148, different with embodiment 100 is that the structure of beam column connector 2330 is identical with embodiment 63.Column 2331, column 2332 are square steel pipe.In the sealing weld through hole 2333 of the vertical protuberance by scolder being welded to the lower pillar stand connection-peg lower pillar stand connection-peg and column 2331 are fixed together.In the sealing weld through hole 2334 of the vertical protuberance by scolder being welded to the upper pillar stand connection-peg upper pillar stand connection-peg and column 2332 are fixed together.
Supported joint among the present invention, the structure of connection-peg can have multiple variation, and connector, plug connector, pipe connecting piece and beam column have or not the connected mode of several variations, because the needs of expressing, the present invention has just listed the element of construction that can express clearly.

Claims (86)

1. beam column connector, it is characterized in that comprising integrated beam column connector body, need to fix, vertically protrude the column connection-peg of beam column connector body, directly support the horizontal support joint of the crossbeam parallel, along continuous straight runs protrusion beam column connector body with horizontal plane with the post end grafting of vertical level direction; On the beam column connector, be provided with first horizontal plane that directly contacts with the column end face; On the column connection-peg, be provided with the stud sides that column keeps out all around and keep out face; On the horizontal support joint, be provided with crossbeam fixed thereon directly contact, the supporting traverse horizontal plane of supporting traverse.
2. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector is a bottom beam column connector; It is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connector body, is connected and fixed with the end of crossbeam; The column connection-peg is only for being positioned at the upper pillar stand connection-peg above the beam column connector body, first horizontal plane is to be arranged on the support post horizontal plane of beam column connector back to a side on ground, be provided with protuberance down in the bottom of beam column connector body, be provided with the supported portion identical with horizontal support joint number in the side of beam column connector body, the horizontal support joint vertically is convexly equipped with from the end face of supported portion.
3. a kind of beam column connector as claimed in claim 1 is characterized in that: it is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connector body, is connected and fixed with the end of crossbeam, is provided with the crossbeam end face and keeps out face on the beam column connector; The column connection-peg is the lower pillar stand connection-peg that is positioned at the upper pillar stand connection-peg of beam column connector body top and is positioned at beam column connector body below, first horizontal plane be arranged on the beam column connector back to the support post horizontal plane of a side on ground and be arranged on beam column connector one side over against ground by the upright supports horizontal plane.
4. a kind of beam column connector as claimed in claim 1 is characterized in that: it is parallel with crossbeam that the horizontal support joint is convexly equipped with the direction of beam column connector body, is connected and fixed with the end of crossbeam, is provided with the crossbeam end face and keeps out face on the beam column connector; The column connection-peg is only for being positioned at the lower pillar stand connection-peg below the beam column connector body, first horizontal plane be arranged on beam column connector one side over against ground by the upright supports horizontal plane.
5. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector also comprise be arranged between two adjacent horizontal support joints or adjacent horizontal support joint and column connection-peg between be used for being connected the reinforced joint of the beam column connector of diagonal position.
6. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; That top layer beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely; The oblique upper support joint of top layer comprises that supporting top beam inclined-plane and the back timber end face of keeping out the back timber end face keep out face.
7. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; That top layer beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely, and the back timber end face that the oblique upper support joint of top layer comprises the supporting top beam inclined-plane and keeps out the back timber end face is kept out face; Under the oblique upper support joint of top layer, be provided with described horizontal support joint; The outermost end of the oblique upper support joint of top layer to the horizontal range at beam column connector body center less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of top layer minimum horizontal distance to beam column connector body center.
8. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, and the column connection-peg is the lower pillar stand connection-peg; The top layer that top layer beam column connector also comprises from a side of beam column connector body or two opposing sides are protruded beam column connector body for oblique time tiltedly descends connection-peg or the oblique lower support joint of top layer; On side of beam column connector body or opposing two side levels, be provided with described horizontal support joint.
9. a kind of beam column connector as claimed in claim 1, it is characterized in that: the beam column connector is a top layer beam column connector, deviate from the lateral surface of horizontal support joint at beam column connector body on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.
10. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector is a top layer beam column connector, only is provided with described column connection-peg in the bottom surface of beam column connector body; Deviate from the lateral surface of horizontal support joint at beam column connector body or on two adjacent lateral surfaces or the angle position that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion, at the vertically convex barricade column connection-peg that is provided with of the end face of tank support portion, the tank supporting surface is positioned at the side of barricade column connection-peg towards beam column connector body.
11. a kind of beam column connector as claimed in claim 10, it is characterized in that: barricade column connection-peg a side or opposing both sides or adjacent both sides be provided with barricade horizontal support joint, barricade horizontal support joint and horizontal support joint towards identical.
12. a kind of beam column connector as claimed in claim 1, it is characterized in that: the beam column connector is a top layer beam column connector, be provided with described lower pillar stand connection-peg in the bottom surface of beam column connector body, be provided with barricade column connection-peg at the end face of beam column connector body; Deviate from the lateral surface of horizontal support joint at beam column connector body or on two adjacent lateral surfaces or the corner that is not provided with adjacent two faces of horizontal support joint convex with the tank support portion.
13. a kind of beam column connector as claimed in claim 1 is characterized in that: the beam column connector also comprise one integrated with beam column connector body, on the lateral surface that is not provided with the horizontal support joint or adjacent two angle positions that are not provided with the lateral surface of horizontal support joint be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body.
14. a kind of beam column connector as claimed in claim 1, it is characterized in that: the horizontal support joint is two, the angle that two horizontal support joints are convexly equipped with beam column connector body direction more than or equal to 90 ° less than 180 °, the beam column connector also comprise one integrated with beam column connector body, at the angle position in two the adjacent outsides that are not provided with the horizontal support joint, be provided with level or the oblique tie-beam connection-peg that protrudes beam column connector body down.
15. a kind of beam column connector as claimed in claim 1, it is characterized in that: the beam column connector also comprise be provided with on one or two integrated with beam column connector body, deviate from the horizontal support joint at beam column connector body lateral surface oblique down or level protrude the linking arm of beam column connector body, on a side of linking arm end or opposing two sides, be provided with the side bar supported joint, the direction that the side bar supported joint is convexly equipped with beam column connector body and corresponding horizontal support joint be convexly equipped with beam column connector body direction towards identical and parallel.
16. a kind of beam column connector as claimed in claim 15 is characterized in that: the linking arm level is protruded beam column connector body, also is provided with the edge column connection-peg above the linking arm end.
17. a kind of beam column connector as claimed in claim 1, it is characterized in that: the horizontal support joint is two, the angle that two horizontal support joints are convexly equipped with beam column connector body direction more than or equal to 90 ° less than 180 °, the beam column connector also comprise one with beam column connector body integrated, the angle position of two the adjacent lateral surfaces that are not provided with the horizontal support joint be provided with oblique down or level protrude the linking arm of beam column connector body, be provided with two in the end of linking arm and become L shaped side bar supported joints, two side bar supported joints respectively with two horizontal support joints towards identical and parallel.
18. a kind of beam column connector as claimed in claim 1, it is characterized in that: the column connection-peg is two, comprises upper pillar stand connection-peg and lower pillar stand connection-peg; The horizontal support joint is convexly equipped with the direction of beam column connector body and is the beam vertical of overhead traveling crane guide rail.
19. a kind of beam column connector as claimed in claim 1 is characterized in that: on connection-peg or supported joint, be provided with the tapped through hole that crossbeam or column is fixed on the connector desired location.
20., it is characterized in that: above beam column connector body, convex with barricade column connection-peg straight up as claim 6 or 7 any described a kind of beam column connectors.
21., it is characterized in that: be provided with plural horizontal support joint and/or plural column connection-peg in the same side of beam column connector body as any described a kind of beam column connector of claim 1 to 19.
22. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes beam column connector body one side, gap between two the spacing protuberances arranged side by side that are convexly equipped with straight up from the end face of side protuberance, two spacing protuberances forms the storage tank of vertical component effect that ccontaining end is processed to the beam-end of T font.
23. a kind of beam column connector as claimed in claim 22 is characterized in that: spacing protuberance is that the sidewall of storage tank forms for the end face from the side protuberance extends the outside bending of level vertically upward again.
24. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes beam column connector body; Be provided with two spacing protuberances side by side at the end face of the side protuberance of horizontal support joint and near the both sides of side protuberance, two spacing protuberance side protuberances corresponding with it form the storage tank of ccontaining beam-end; The supporting traverse horizontal plane is the bottom surface of storage tank.
25., it is characterized in that as any described a kind of beam column connector of claim 1 to 19: the column connection-peg of beam column connector comprise from beam column connector body vertically extend two of forming about the vertical plane symmetry of its center, opening is towards the U-shaped protuberance of both sides; Gap between two U-shaped protuberances forms the storage tank that cooperates with the connecting portion of H shaped steel or I-steel; Relative two faces of two U-shaped protuberances and the lateral surface vertical with two relative faces are for keeping out face to the side of keeping out before and after up and down with the column of its grafting.
26. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the column connection-peg comprises a tubular protuberance that vertically extends from beam column connector body, and the lateral surface of tubular protuberance cooperates with the medial surface of round steel pipe or square steel pipe column.
27. a kind of beam column connector as claimed in claim 26, it is characterized in that: on the lateral surface of tubular protuberance, be provided with elastic tongue, elastic tongue is connected on the tubular protuberance away from an end of beam column connector body, and elastic tongue is a free end towards an end of beam column connector body.
28. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the column connection-peg of beam column connector comprises that a bottom or a top from beam column connector body vertically extends the tubular protuberance that forms, and the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; On the sidewall of tubular protuberance, be provided with screwed hole or sealing weld groove.
29. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the horizontal support joint comprises the side protuberance that protrudes beam column connector body, and the end face of side protuberance is the supporting traverse horizontal plane; Below the side protuberance of horizontal support joint, be provided with and the integrated reinforcing rib of beam column connector body.
30., it is characterized in that: on supported joint or connection-peg, be provided with the sealing weld through hole as any described a kind of beam column connector of claim 1 to 19.
31. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out.
32. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: also be provided with and adjust crossbeam or the column adjustment hole with respect to beam column connector position, the end face of adjusting hole and the end face of keeping out crossbeam or keeping out column is communicated with and passes this end face.
33. as any described a kind of beam column connector of claim 1 to 19, it is characterized in that: the lateral surface that is not provided with the horizontal support joint at the beam column connector is provided with the fixedly screwed hole or the through hole of wallboard.
34. the forming method as any described beam column connector of claim 1 to 19 is characterized in that: described beam column connector casting or injection mo(u)lding.
35. the forming method of beam column connector as claimed in claim 34 is characterized in that: described a kind of beam column connector is by disappearance mould or wax-pattern or the moulding of sand mold die cast.
36. building frame construction comprises the column vertical with horizontal plane, crossbeam, the beam column connector parallel with horizontal plane, it is characterized in that: the beam column connector comprises integrated beam column connector body, column connection-peg, horizontal support joint; The column connection-peg of column and beam column connector is directly pegged graft fixing; Crossbeam directly is supported and fixed on the relative horizontal support joint of beam column connector.
37. building frame construction as claimed in claim 36 is characterized in that: crossbeam and column are the architectural shape of standard; The column connection-peg inserts in the column, and the periphery of the face that the beam column connector contacts with column flushes with the periphery of column, interfixes or interfixes by securing member by welding between column and the column connection-peg; The lateral surface of crossbeam flushes with the lateral surface of horizontal support joint; Interfix or interfix by welding between crossbeam and the horizontal support joint by securing member.
38. building frame construction as claimed in claim 36 is characterized in that; Comprise that also pile tube connects grounding frame and bottom connector, the bottom connector comprises bottom connector body, be convexly equipped with the upper pillar stand connection-peg above bottom connector body, level is convexly equipped with the support portion that bottom connects body, is convexly equipped with and stretches into the blocking part that pile tube connects grounding frame downwards from bottom connector body; Pile tube connects grounding frame and imbeds undergroundly, and the support portion directly is supported on pile tube and connects on the grounding frame, and the inner chamber that pile tube connects grounding frame is stretched in the blocking part, and column directly is supported on the bottom connector, and the bottom connector connects grounding frame with pile tube and is weldingly fixed on; Filling has cement concrete in pile tube connects the inner chamber of grounding frame.
39. building frame construction as claimed in claim 36 is characterized in that; Also comprise underground pile tube; The depths of being driven underground, underground pile tube lower end, the upper end of underground pile tube is stretched into pile tube and is connected the grounding frame inner chamber; The inner chamber filling that connects grounding frame at underground pile tube, pile tube has cement concrete.
40. building frame construction as claimed in claim 36 is characterized in that: also comprise back timber connector and back timber; That described beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely, the column connection-peg is convexly equipped with downwards from the bottom surface of beam column connector body, a side or two opposing sides at beam column connector body are provided with described horizontal support joint, it is vertical with the direction that the horizontal support joint is convexly equipped with body that the oblique upper support joint of top layer is convexly equipped with the direction of body, and described column connection-peg is the lower pillar stand connection-peg; Described back timber connector comprises back timber connector body, two oblique back timber oblique cutting joints that are convexly equipped with back timber connector body down, become inverted v-shaped, and one or two along continuous straight runs is convexly equipped with the horizontal support joint of back timber connector body; The column connection-peg of beam column connector and column are pegged graft fixing, and the beam column connector directly is supported on the column; Two back timber oblique cutting joints are pegged graft fixing with two back timber ends of symmetry respectively, directly be supported on the relative oblique upper support joint of top layer of the beam column connector of symmetry and with the oblique upper support joint of top layer and be connected and fixed with the peg graft other end of two back timbers being fixed together of back timber connector, the horizontal support joint upper support relative at adjacent back timber connector is fixed with described crossbeam.
41. building frame construction as claimed in claim 40 is characterized in that: also comprise beam column plane plug connector; Beam column plane plug connector comprises beam column plane plug connector body, and two horizontal directions are convexly equipped with the beam connection-peg of beam column plane plug connector body, and one or two vertically is convexly equipped with the post connection-peg of beam column plane plug connector body; Under the oblique upper support joint of described top layer, also be provided with a described horizontal support joint, the outermost end of the oblique upper support joint of top layer less than the supporting traverse horizontal plane of the horizontal support joint under the oblique upper support joint of the top layer minimum horizontal distance to beam column connector body center, also downwards vertically convexes with post connection-peg in described back timber connector body bottom surface to the horizontal range at beam column connector body center; The column connection-peg of beam column connector and column are pegged graft fixing, and the beam column connector directly is supported on the column; Two beam connection-pegs of beam column plane plug connector are pegged graft fixing with two beam-end of symmetrical configuration respectively, directly being supported on relative being positioned on the horizontal support joint under the oblique upper support joint of top layer and with the horizontal support joint of the beam column connector of symmetry with the other end that beam column plane plug connector is plugged on two crossbeams together is connected and fixed, peg graft on the post connection-peg of beam column plane plug connector and be fixed with column, this column directly is supported on the plug connector of beam column plane; Two back timber oblique cutting joints of back timber connector are pegged graft with two back timber ends of symmetrical configuration respectively and are fixed, and the post connection-peg of back timber connector is fixed and directly is supported on this column with the column grafting that is supported on the plug connector of beam column plane.
42. building frame construction as claimed in claim 40 is characterized in that convexing with straight up barricade column connection-peg above beam column connector body.
43. building frame construction as claimed in claim 36 is characterized in that: also comprise top layer plug connector and back timber hanging part; The top layer plug connector comprises top layer plug connector body, two oblique connection-pegs that are convexly equipped with top layer plug connector body down, become inverted v-shaped; The back timber hanging part comprises a suspension part, end face along the suspension part upwards outwards bends the connecting portion that forms, one is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the ccontaining crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer plug connector are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of the back timber hanging part of symmetrical configuration tiltedly go up connection-peg or the oblique upper support joint of top layer respectively with by being connected and fixed with the peg graft other end of two back timbers being fixed together of top layer plug connector, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the top layer plug connector is supported on the crossbeam.
44. building frame construction as claimed in claim 36 is characterized in that: also comprise top layer hanging part and back timber hanging part; The top layer hanging part comprises that two top layers that become inverted v-shapeds tiltedly descend connection-peg or the oblique lower support joint of top layer, suspension part and are connected the connecting portion that top layer tiltedly descends connection-peg or oblique lower support joint of top layer and suspension part; Connecting portion becomes inverted V-shaped, and the suspension part is arranged on the angle position of connecting portion and places the below of connecting portion, is provided with the holding part of the ccontaining crossbeam that is mated on the suspension part; Be convexly equipped with under the end face that two top layers tiltedly descend connection-peg or the vertical connecting portion of the oblique lower support joint of top layer is oblique; The back timber hanging part comprises a suspension part, and the end face along the suspension part upwards outwards bends the connecting portion that forms; One is arranged on the end face that connecting portion deviates from the suspension part and the top layer that is convexly equipped with is obliquely tiltedly gone up connection-peg or the oblique upper support joint of top layer, is provided with the holding part of the ccontaining crossbeam that is mated in the bottom of suspension part; Two connection-pegs of top layer hanging part are pegged graft fixing with the back timber end of two symmetries respectively, the top layer of back timber hanging part tiltedly on connection-peg or the oblique upper support joint of the top layer top layer relative with the top layer hanging part tiltedly descend on connection-peg or the oblique lower support joint of top layer to be fixedly connected with described back timber, the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam, and the back timber hanging part is suspended on that its holding part cooperates with this crossbeam on the crossbeam.
45. as any described building frame construction of claim 40 to 42, it is characterized in that: building frame construction is the factory building frame construction, the overhead traveling crane guide rail of described crossbeam for supplying overhead traveling crane to slidably reciprocate; The column connection-peg of described beam column connector is two, vertically is convexly equipped with up and down along beam column connector body; The horizontal support joint is one or two, when the horizontal support joint is one, becomes the T font with two column connection-pegs, when the horizontal support joint is two, with two column connection-peg across; Be equipped with the described column of pegging graft and fixing with the column connection-peg in the above and below of beam column connector, the overhead traveling crane guide supporting is fixed on the horizontal support joint of two adjacent beam column connectors and with the horizontal support joint, and crossbeam is vertical with the direction that the horizontal support joint is convexly equipped with beam column connector body.
46., it is characterized in that: also comprise side bar more than one, the tie-beam more than two, the eaves connector identical with the tie-beam number as any described building frame construction of claim 36 to 41; Be not provided with at beam column connector body on the lateral surface of horizontal support joint or adjacent two angle positions that are not provided with the lateral surface of horizontal support joint be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body, tie-beam is pegged graft and is fixed on the tie-beam connection-peg of beam column connector; The eaves connector comprises integrated eaves connector body, a level or is convexly equipped with the beam connection-peg of eaves connector body, one or two side bar supported joint that is convexly equipped with eaves connector body obliquely; The beam connection-peg of eaves connector is pegged graft with corresponding tie-beam end and is fixed, and the end portion supports of side bar is fixed on the corresponding side bar supported joint.
47. building frame construction as claimed in claim 46 is characterized in that: the eaves connector comprises the first eaves connector, the second eaves connector, and tie-beam comprises first tie-beam, second tie-beam;
The first eaves connector comprises that the integrated first eaves connector body, one from the first eaves connector body level or the beam connection-peg that protrudes obliquely, are convexly equipped with the side bar supported joint of eaves connector body from a side along continuous straight runs of the first eaves connector body;
The second eaves connector and the first eaves connector are about the vertical plane symmetry of its center;
The beam connection-peg of the first eaves connector is pegged graft and is fixed on first tie-beam, the beam connection-peg of the second eaves connector is pegged graft and is fixed on second tie-beam, is fixed with described side bar in the first eaves connector, side bar supported joint upper support that the second eaves connector is relative.
48. building frame construction as claimed in claim 47 is characterized in that: tie-beam also comprises the 3rd tie-beam, and the eaves connector also comprises the 3rd eaves connector of pegging graft and fixing with the 3rd tie-beam;
Two side bar supported joints that the 3rd eaves connector comprises integrated body, is convexly equipped with from two opposing side along continuous straight runs of the 3rd eaves connector body, the beam connection-peg that along continuous straight runs or direction obliquely are convexly equipped with from the side of the 3rd eaves connector body all adjacent with two sides that are convexly equipped with the side bar supported joint;
First tie-beam, the 3rd tie-beam, the second tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 3rd eaves connector at the first eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the second eaves connector at the 3rd eaves connector is fixed with described side bar.
49. building frame construction as claimed in claim 46 is characterized in that: the eaves connector comprises the 4th eaves connector, the 5th eaves connector, and tie-beam comprises the 4th tie-beam, the 5th tie-beam;
The 4th eaves connector comprises that integrated the 4th eaves connector body, one are from the 4th eaves connector body level or the beam connection-peg that protrudes obliquely, be convexly equipped with two side bar supported joints of the 4th eaves connector body from the adjacent two sides along continuous straight runs of the 4th eaves connector body, two side bar supported joints are positioned at the both sides of the 4th beam connection-peg, the direction that two the 4th side bar supported joints are convexly equipped with the 4th eaves connector body more than or equal to 90 ° less than 180 °;
The 5th eaves connector and the 4th eaves connector are about the vertical plane symmetry of center;
The beam connection-peg of the 4th eaves connector is pegged graft and is fixed on the 4th tie-beam, the beam connection-peg of the 5th eaves connector is pegged graft and is fixed on the 5th tie-beam, and the side bar supported joint upper support relative with the 5th eaves connector at the 4th eaves connector is fixed with described side bar.
50. building frame construction as claimed in claim 49 is characterized in that: tie-beam also comprises the 6th tie-beam, the eaves connector also comprise with the 6th tie-beam peg graft the 6th fixing eaves connector;
Two side bar supported joints that the 6th eaves connector comprises integrated the 6th eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 6th eaves connector body, the beam connection-peg that along continuous straight runs or direction obliquely are convexly equipped with from the side of the 6th eaves connector body all adjacent with two sides that are convexly equipped with the side bar supported joint;
The 4th tie-beam, the 6th tie-beam, the 5th tie-beam along continuous straight runs be array successively;
The side bar supported joint upper support relative with the 6th eaves connector at the 4th eaves connector is fixed with described side bar; The side bar supported joint upper support relative with the 5th eaves connector at the 6th eaves connector is fixed with described side bar.
51. building frame construction as claimed in claim 46 is characterized in that: also comprise first edge column, second edge column, the first side bar post connector, the second side bar post connector; The eaves connector comprises the 7th eaves connector, the 9th eaves connector, and tie-beam comprises the 7th tie-beam, the 9th tie-beam;
Beam connection-peg and side bar supported joint that the 7th eaves connector comprises integrated the 7th eaves connector body, is convexly equipped with from two adjacent side along continuous straight runs of the 7th eaves connector body, the edge column connection-peg that vertically is convexly equipped with from the end face of the 7th eaves connector body:
Side bar supported joint or side bar connection-peg that the first side bar post connector comprises the integrated first side bar post connector body, is convexly equipped with from two adjacent side along continuous straight runs of the first side bar post connector body, the edge column connection-peg that vertically is convexly equipped with from the bottom surface of the first side bar post connector body;
The 9th eaves connector and the 7th eaves connector are about the vertical plane symmetry of its center; The second side bar post connector and the first side bar post connector are about the vertical plane symmetry of its center;
The 7th tie-beam and the 9th tie-beam along continuous straight runs array; The beam connection-peg of the 7th eaves connector, the 9th eaves connector is pegged graft fixing with the 7th tie-beam and the 9th tie-beam respectively; The side bar supported joint upper support relative with the 9th eaves connector at the 7th eaves connector is fixed with described side bar; First edge column, second edge column are pegged graft respectively and are fixed on the edge column connection-peg of the 7th eaves connector, the 9th eaves connector; Be fixed with on the side bar connection-peg of the first side bar post connector or on the side bar supported joint and the 7th tie-beam described side bar of array from bottom to top vertically; At the described side bar of array from bottom to top vertically of fixing and the 9th tie-beam on the side bar connection-peg of the second side bar post connector or on the side bar supported joint; On first side bar post connector side bar supported joint relative or side bar connection-peg, be fixed with described side bar with the second side bar post connector; The edge column connection-peg of the first side bar post connector, the second side bar post connector is pegged graft respectively and is fixed on first edge column, second edge column.
52. building frame construction as claimed in claim 51, it is characterized in that: also comprise the 3rd edge column, the 3rd side bar post connector, tie-beam comprises also and the 11 tie-beam that the eaves connector also comprises the 11 eaves connector of pegging graft and fixing with the 11 tie-beam;
Two side bar supported joints that the 11 eaves connector comprises integrated the 11 eaves connector body, is convexly equipped with from two opposing side along continuous straight runs of the 11 eaves connector body, the beam connection-peg that along continuous straight runs is convexly equipped with from the side of the 11 eaves connector body all adjacent with two sides that are convexly equipped with the side bar supported joint, the edge column connection-peg that vertically upwards is convexly equipped with from the end face of the 11 eaves connector body;
Two side bar supported joints that the 3rd side bar post connector comprises integrated the 3rd side bar post connector body, be convexly equipped with from two opposing side along continuous straight runs of the 3rd side bar post connector body or side bar connection-peg, the edge column connection-peg that vertically is convexly equipped with downwards from the bottom surface of the 3rd side bar post connector body;
The 7th tie-beam, the 11 tie-beam, the 9th tie-beam be the along continuous straight runs array successively;
The side bar supported joint upper support relative with the 11 eaves connector at the 7th eaves connector is fixed with described side bar; The side bar supported joint relative with the 9th eaves connector at the 11 eaves connector is fixed with described side bar; On first side bar post connector side bar supported joint relative or side bar connection-peg, be fixed with described side bar with the 3rd side bar post connector; On the 3rd side bar post connector side bar supported joint relative or be fixed with described side bar on the side bar connection-peg with the second side bar post connector; The 3rd edge column is pegged graft and is fixed on the edge column connection-peg of the 11 eaves connector.
53., it is characterized in that: also comprise side bar as any described building frame construction of claim 36 to 41; That the beam column connector also comprises is integrated with beam column connector body, deviate from beam column connector body be provided with on the angle position of of the horizontal support joint or opposing two lateral surfaces or adjacent two lateral surfaces oblique down or level protrude the linking arm of beam column connector body, on a side of linking arm end or opposing two sides, be provided with the side bar supported joint, the direction that the side bar supported joint is convexly equipped with beam column connector body and corresponding horizontal support joint be convexly equipped with beam column connector body direction towards identical and parallel; Side bar is supported and fixed on the two opposite edges beam supported joint of two adjacent beam column connectors.
54. building frame construction as claimed in claim 53 is characterized in that: the linking arm level is protruded beam column connector body, also convexes with the edge column connection-peg above the linking arm end straight up.
55., it is characterized in that: also comprise side bar more than one, the tie-beam more than two, the eaves plug connector identical with the tie-beam number as any described building frame construction of claim 36 to 41; That the beam column connector also comprises is integrated with beam column connector body, on beam column connector body deviates from one of the horizontal support joint or opposing two lateral surfaces, be provided with oblique down or level protrude the tie-beam connection-peg of beam column connector body; The eaves plug connector comprises that integrated eaves plug connector body, one or two are from eaves plug connector body level or be convexly equipped with the beam connection-peg of eaves plug connector body obliquely; End of the beam connection-peg of eaves plug connector and corresponding tie-beam is pegged graft fixing, and the two ends of side bar are plugged on the corresponding beam connection-peg.
56. building frame construction as claimed in claim 55 is characterized in that: tie-beam connection-peg level is protruded beam column connector body; Beam connection-peg level is protruded eaves plug connector body; Above eaves plug connector body, also convex with the edge column connection-peg straight up.
57., it is characterized in that as any described building frame construction of claim 36 to 42: also comprise plug connector, plug connector comprise the plug connector body, from plug connector body level and/or vertically be convexly equipped with the connection-peg more than two of plug connector body.
58. building frame construction as claimed in claim 57, it is characterized in that: plug connector is the beam column plug connector, the beam column plug connector comprises the plug connector body, two beam connection-pegs that are convexly equipped with upper edge plug connector body horizontal direction, a post connection-peg that upwards is convexly equipped with along plug connector body vertical direction; The beam connection-peg of plug connector and an end of described crossbeam are pegged graft fixing, and the post connection-peg of plug connector and described column are pegged graft fixing.
59., it is characterized in that: also comprise plural beam hanging part as any described building frame construction of claim 36 to 42; The beam hanging part comprises the connecting portion of integrated beam connection-peg or beam supported joint, suspension part and tie-beam connection-peg or beam supported joint and suspension part; Comprise that also two ends all directly support and hang crossbeam on it with the suspension part of the fixing crossbeam of the beam connection-peg of described beam hanging part or beam supported joint, beam hanging part.
60. building frame construction as claimed in claim 59 is characterized in that:
The beam hanging part comprises the first beam hanging part and the second beam hanging part;
The beam connection-peg of the first beam hanging part is one, and the suspension part is one, and connecting portion is one; Connecting portion extends vertically downward from the bottom surface of suspension part and forms, and the beam connection-peg is arranged on the side of the connecting portion that deviates from the suspension part;
The structure of the second beam hanging part and the first beam hanging part are about the vertical plane symmetry of its center;
The crossbeam that is connected between the first beam hanging part and the second beam hanging part is one;
One end of the first beam hanging part and crossbeam is pegged graft, and the other end of the second beam connection-peg and crossbeam is pegged graft; The first beam hanging part, the second beam hanging part are suspended on respectively on the corresponding crossbeam.
61. building frame construction as claimed in claim 60 is characterized in that:
The beam hanging part also comprises more than one the 3rd beam hanging part;
The beam connection-peg of the 3rd beam hanging part is made of one first beam connection-peg and one second beam connection-peg of symmetry; Connecting portion is made of one first connecting portion and one second connecting portion of symmetry; The suspension part is one; First connecting portion and second connecting portion extend vertically downward from the bottom surface of suspension part and form, and the first beam connection-peg is arranged on the side of first connecting portion that deviates from the suspension part, and the second beam connection-peg is arranged on the side of second connecting portion that deviates from the suspension part; Two connecting portions and suspension part form downward opening U-shaped groove;
The first beam hanging part, the 3rd beam hanging part, the second beam hanging part are arranged in order, and pegging graft on two relative beam connection-pegs of two whenever adjacent beam hanging parts is fixed with a crossbeam; The first beam hanging part is suspended on the most preceding crossbeam, and the second beam hanging part is suspended on the last hanging part crossbeam, and the 3rd beam hanging part is suspended on the crossbeam in corresponding centre position.
62. building frame construction as claimed in claim 59 is characterized in that:
The beam hanging part comprises the 4th beam hanging part, the 5th beam hanging part, the 6th beam hanging part, the 7th beam hanging part; Crossbeam comprises not at same horizontal plane and not top rail on same vertical plane and lower transverse beam;
The 4th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 4th beam hanging part body; The suspension part is one, and the crossbeam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, bends obliquely along the end face of suspension part to form;
The beam connection-peg is one, is arranged on the end face that connecting portion deviates from the suspension part and obliquely; The post connection-peg is arranged on the end face of suspension part;
The 5th beam hanging part also comprises the post connection-peg that vertically upwards is convexly equipped with from the 5th beam hanging part body; The suspension part is one, and the crossbeam side face of keeping out is the vertical plane on the suspension part; Connecting portion is one, and vertically the oblique bending down in side forms outside of suspension part; The beam connection-peg is one, be arranged on the end face that connecting portion deviates from the suspension part and oblique down; The post connection-peg is arranged on the end face of suspension part;
The 7th beam hanging part and the 4th beam hanging part are about the vertical plane symmetry of its center; The structure of the 6th beam hanging part and the 5th beam hanging part are about the vertical plane symmetry of its center;
The fixing brace summer of beam connection-peg grafting that also comprises two ends and the 4th beam hanging part and the 5th beam hanging part; The brace summer that two ends and the 6th beam hanging part and the 7th beam hanging part are pegged graft and fixed; The 4th beam hanging part is suspended on the lower transverse beam, and the 5th beam hanging part is suspended on the top rail; The 7th beam hanging part is suspended on the lower transverse beam, and the 6th beam hanging part is suspended on the top rail;
On the vertical joint head first balustrade is being installed on the 4th beam hanging part and the 5th beam hanging part, on the vertical joint head second balustrade is being installed on the 6th beam hanging part and the 7th beam hanging part.
63., it is characterized in that: also comprise tank as any described building frame construction of claim 36 to 41; The beam column connector is a top layer beam column connector, only be provided with described column connection-peg, deviate from the lateral surface of horizontal support joint at top layer beam column connector or deviate from two adjacent lateral surfaces of horizontal support joint or the angle position that deviates from two adjacent lateral surfaces of horizontal support joint convexes with the tank support portion in the bottom surface of beam column connector body; Tank is fixed on the tank support portion.
64., it is characterized in that: also comprise tank and barricade column as any described building frame construction of claim 36 to 41; The beam column connector comprises top layer beam column connector, only is provided with described column connection-peg in the bottom surface of top layer beam column connector body; Deviate from beam column connector body on the lateral surface of horizontal support joint or on two adjacent lateral surfaces and convex with the tank support portion, at the vertically convex barricade column connection-peg that is provided with of the end face of tank support portion, the tank supporting surface is positioned at the side of barricade column connection-peg towards beam column connector body; Tank is fixed on the tank support portion, all pegging graft on barricade column connection-peg is fixed with described barricade column.
65., it is characterized in that: also comprise tank and barricade column as any described building frame construction of claim 36 to 41; The beam column connector is a top layer beam column connector, is provided with described column connection-peg in the bottom surface of beam column connector body, is provided with barricade column connection-peg at the end face of beam column connector body; Deviate from beam column connector body on the lateral surface of horizontal support joint or on two adjacent lateral surfaces and convex with the tank support portion; Tank is fixed on the tank support portion.
66., it is characterized in that: also comprise side fascia as any described building frame construction of claim 36 to 41; The lateral surface that is not provided with the horizontal support joint at the beam column connector is provided with screwed hole or through hole, and side fascia is fixed by the screwed hole or the through hole of securing member and beam column connector.
67., it is characterized in that: on crossbeam, also be fixed with precast floor slab as any described building frame construction of claim 36 to 42.
68., it is characterized in that: also comprise L shaped side shield as any described building frame construction of claim 36 to 42; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connector, and L shaped side shield is supported on the crossbeam, fixes with crossbeam, beam column connector, and the another side of L shaped side shield up; L shaped side shield and beam column connector form peripheral end to end barricade, precast floor slab be supported on the crossbeam and ccontaining barricade in, between precast floor slab and L shaped side shield, be provided with the space between precast floor slab, in the space, be cast with cement.
69., it is characterized in that: also comprise support shuttering and L shaped side shield as any described building frame construction of claim 36 to 42; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface, the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connector, L shaped side shield is supported on the crossbeam, fix with crossbeam, beam column connector, the another side of L shaped side shield up, L shaped side shield and beam column connector form peripheral end to end barricade; Also be fixed with crossbeam in each barricade, the crossbeam of each barricade and crossbeam upper support are fixed with described support shuttering; Support shuttering, L shaped side shield, beam column connector form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
70., it is characterized in that: also comprise upper support template, lower support template and L shaped side shield as any described building frame construction of claim 36 to 42; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connector, and the inboard of protruding crossbeam, L shaped side shield is supported on the crossbeam, fix with crossbeam, beam column connector, the another side of L shaped side shield up, L shaped side shield and beam column connector form peripheral end to end barricade; Also be fixed with crossbeam in each barricade, also be fixed with described upper support template on crossbeam, crossbeam is all protruded in the both sides of upper support template; All be fixed with the lower support template in two adjacent L shaped side shields, the bottom surface of upper support template by securing member; L shaped side shield, beam column connector, upper support template, lower support template form the floor casting space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
71., it is characterized in that: also comprise upper support template, lower support template and L shaped side shield as any described building frame construction of claim 36 to 42; The beam column connector comprises the lateral surface that is not provided with the horizontal support joint, the side shield locating slot of the horizontal direction that is communicated with lateral surface and the crossbeam end face face of keeping out; One side of L shaped side shield is stretched in the side shield locating slot from the outside of beam column connector, L shaped side shield is supported on the crossbeam, fix with crossbeam, beam column connector, the another side of L shaped side shield up, L shaped side shield and beam column connector form peripheral end to end barricade; The upper support template is supported on the crossbeam, is fixed with described lower support template at the underrun securing member of adjacent upper support template; Upper support template, lower support template, L shaped side shield, beam column connector form the floor accommodation space, are furnished with reinforcing bar in the floor accommodation space, form the reinforced cement concrete floor to floor accommodation space placing cement concrete in injection.
72. as the described building frame construction of claim 70, it is characterized in that: securing member comprises nut and lock-screw, lock-screw passes lower support template and upper support template or L shaped side shield and nut check from lower support template bottom surface.
73. as any described building frame construction of claim 36 to 42, it is characterized in that: crossbeam is H shaped steel or I-steel, and the end of crossbeam is processed into the T font; 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, are provided with securing member retaining thread hole on each sidewall of storage tank; The horizontal part of the T font end of crossbeam directly is supported on the end face of spacing protuberance, and vertical component effect is contained in the storage tank, and the vertical component effect butt that passes the T font end of securing member retaining thread hole and crossbeam by securing member is fixed crossbeam and two spacing protuberances.
74. as any described building frame construction of claim 36 to 42, it is characterized in that: the end face at each 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; The end of crossbeam is contained in the storage tank and directly is supported on the bottom of storage tank.
75. as any described building frame construction of claim 36 to 42, it is characterized in that: column is round steel pipe or square steel pipe; The column connection-peg of beam column connector comprise one from the bottom of beam column connector body or the top vertically extend and form vertical protuberance, vertically the lateral surface of protuberance cooperates with the medial surface of round steel pipe or square steel pipe.
76. as any described building frame construction of claim 36 to 42, it is characterized in that: column is round steel pipe or square steel pipe; The column connection-peg of beam column connector comprise one from the bottom of beam column connector body or the top vertically extend and form tubular protuberance, the medial surface of tubular protuberance cooperates with the lateral surface of round steel pipe or square steel pipe column; On the sidewall of tubular protuberance, be provided with screwed hole or sealing weld through hole; Column inserts in the tubular protuberance of column connection-peg, is installed on the screwed hole that column is locked with tubular protuberance or by in the sealing weld through hole that scolder is welded to tubular protuberance column connection-peg and column being fixed together by lock-screw.
77. as any described building frame construction of claim 36 to 42, it is characterized in that: be communicated with crossbeam and/or on the column connection-peg, be provided with the sealing weld through hole that is communicated with column being provided with on the horizontal support joint, by scolder being welded in the sealing weld through hole the horizontal support joint and crossbeam is fixed together and/or column connection-peg and column are fixed together.
78. the mounting method of building frame construction, building frame construction comprises the column of vertical level, crossbeam, the beam column connector parallel with horizontal plane, it is characterized in that the lower pillar stand connection-peg that described beam column connector comprises integrated beam column connector body, vertically is convexly equipped with from beam column connector body downwards, two beam supported joints that above along continuous straight runs is convexly equipped with; It is characterized in that mounting method comprises:
Install and the lower pillar stand connection-peg fixing column of pegging graft: successively column is installed in desired location, adjusts column, the end face that makes column and column vertical with horizontal plane is at same horizontal plane, and column and ground are fixed;
The beam column connector is installed: peg graft with this column in successively that the lower pillar stand connection-peg insertion of beam column connector is the corresponding column, the beam column connector directly is supported on this column, transfer the beam column connector again, the horizontal plane of beam supported joint supporting traverse that makes the beam column connector is all on same horizontal plane, and the lower pillar stand connection-peg that makes the beam column connector is fixed with the column that is positioned under it;
Crossbeam is installed: two ends of crossbeam are seated in respectively on the beam supported joint of corresponding beam column connector, and the two ends of crossbeam are connected and fixed with the beam supported joint of corresponding beam column connector.
79., it is characterized in that described beam column connector also comprises the upper pillar stand connection-peg that vertically upwards is convexly equipped with from beam column connector body as the mounting method of the described building frame construction of claim 78; Mounting method comprises:
Installation and the fixing column of upper pillar stand connection-peg grafting: successively the upper pillar stand connection-peg of column and beam column connector is pegged graft, the end face that the adjustment column makes it and column vertical with horizontal plane is fixed column and upper pillar stand connection-peg at same horizontal plane again.
80. the mounting method as the described building frame construction of claim 78 is characterized in that: comprise that also pile tube connects grounding frame, bottom connector; The bottom upper pillar stand connection-peg that the bottom connector comprises integrated bottom connector body, vertically upwards is convexly equipped with from bottom connector body is from the support portion that bottom connector body is convexly equipped with downwards; Mounting method comprises:
Column and ground are installed before fixing pile tube is connected frame: borehole on the ground connects grounding frame with pile tube and is fixed in the hole;
With column and ground fixing before the installing bottom layer connector: the bottom connector is seated in pile tube successively connects the support portion that makes the bottom connector on the grounding frame and directly be supported on pile tube and connect on the grounding frame, adjust the bottom connector, make the bottom upper pillar stand connection-peg of bottom connector vertical with horizontal plane, the support post horizontal plane is at same horizontal plane, and bottom connector and pile tube are connected grounding frame fixes;
Column and ground are fixed as: successively the upper pillar stand connection-peg of column and bottom connector is pegged graft, column directly is supported on the support post horizontal plane of bottom connector, adjusts column, makes column vertical with horizontal plane, and the end face of column is at same horizontal plane;
The cement concrete of pouring water: filling cement concrete in pile tube connects the annulus that the ground frame forms makes bottom connector and pile tube connect grounding frame and pours into an integral body.
81., it is characterized in that the bottom connector also comprises the plural horizontal support joint that along continuous straight runs is convexly equipped with as the mounting method of the described building frame construction of claim 80; Also need make the horizontal plane of bottom connector supporting traverse at same horizontal plane during the installing bottom layer connector; Mounting method comprises:
The installing bottom layer crossbeam before the cement concrete of behind the installing bottom layer connector, pouring water: two ends of bottom crossbeam are seated in respectively on the corresponding bottom beam supported joint, and the two ends of bottom crossbeam are connected and fixed with corresponding bottom beam supported joint;
The cement concrete of pouring water is pile tube to be connected grounding frame, bottom connector and bottom crossbeam pour into an integral body.
82. the mounting method as the described building frame construction of claim 80 is characterized in that: also comprise underground pile tube, mounting method comprises:
Before pile tube is installed is connected the ground frame, beat earlier underground pile tube: the depths of underground pile tube being driven underground in the position of setting;
Pile tube is installed is connected the ground frame, pile tube connects pile tube under the Kong Quan residence of grounding frame;
The cement concrete of pouring water is underground pile tube, pile tube to be connected grounding frame, bottom connector and bottom crossbeam pour into an integral body.
83. the mounting method as any described building frame construction of claim 78 to 82 is characterized in that: building frame construction also comprises back timber connector and back timber; That described beam column connector also comprises is integrated with beam column connector body, protrude the oblique upper support joint of top layer of beam column connector body obliquely; Described back timber connector comprises back timber connector body, two oblique back timber oblique cutting joints that are convexly equipped with back timber connector body down, become inverted v-shaped, one or two along continuous straight runs is convexly equipped with the horizontal support joint of back timber connector body, and it is vertical with the direction that the horizontal support joint is convexly equipped with body that back timber oblique cutting joint is convexly equipped with the direction of body; Mounting method comprises:
Peg graft fixing with an end of back timber two diagonal joints of back timber respectively, after installing the crossbeam on the beam column connector, will directly be supported on the corresponding oblique upper support joint of top layer and by the other end of two fixing back timbers of same back timber oblique cutting joint grafting and fix with the oblique upper support joint of top layer;
Crossbeam and back timber connector are fixed: the two end supports of crossbeam is fixed with the horizontal support joint on the horizontal support joint.
84. want the mounting method of 78 to 82 any described building frame constructions as right, it is characterized in that: frame construction also comprises plural beam hanging part, and the beam hanging part comprises the connecting portion of integrated beam connection-peg, suspension part and tie-beam connection-peg and suspension part;
Mounting method comprises:
The described beam hanging part of all being pegged graft in the two ends of crossbeam earlier, crossbeam flexibly connects with the beam hanging part, the beam hanging part is suspended on the crossbeam of correspondence again, adjusts the relative position of crossbeam and beam hanging part then, at last beam hanging part and crossbeam is fixed.
85., it is characterized in that: also comprise eaves connector, tie-beam, side bar as any described building frame construction of claim 78 to 82; Beam column connector body on the lateral surface of horizontal support joint or be not provided with the angle position of adjacent two sides of horizontal support joint oblique down or horizontal direction be convexly equipped with the tie-beam connection-peg of beam column connector body; The eaves connector comprises integrated eaves connector body, a level or is convexly equipped with the beam connection-peg of eaves connector body obliquely that one or two level is convexly equipped with the side bar supported joint of eaves connector body; Mounting method comprises:
Earlier on the tie-beam connection-peg of the beam column connector of the correspondence that the tie-beam grafting is fixed on;
The beam connection-peg of eaves connector is inserted the end of corresponding tie-beam and pegs graft fixing with the end of tie-beam;
After finishing tie-beam, eaves connector fixing, side bar is placed on the side bar supported joint between two adjacent eaves connectors, directly supports side bar, again the end of side bar is fixed with corresponding side bar supported joint by the side bar supported joint.
86., it is characterized in that: also comprise eaves plug connector, tie-beam, side bar as any described building frame construction of claim 78 to 82; Beam column connector body on the lateral surface of horizontal support joint or be not provided with the angle position of adjacent two sides of horizontal support joint oblique down or horizontal direction be convexly equipped with the tie-beam connection-peg of beam column connector body; The eaves plug connector comprises integrated eaves plug connector body, a level or is convexly equipped with eaves plug connector spare body beam connection-peg obliquely, one or two level be convexly equipped with eaves plug connector body the side bar connection-peg; Mounting method comprises:
It is fixing earlier tie-beam, side bar and eaves plug connector to be pegged graft, and pegs graft another end of tie-beam and the tie-beam connection-peg of beam column connector fixing again.
CN 201110114982 2011-05-05 2011-05-05 Beam column connecting member and forming method thereof, building frame structure and installing method thereof CN102277904B (en)

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WO2012149905A1 (en) * 2011-05-05 2012-11-08 Yang Dongzuo Beam hanger, building framework structure and installation method thereof
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CN102852230A (en) * 2011-12-31 2013-01-02 何晓虹 Beam column connection piece, building framework structure and mounting method
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CN102535645B (en) * 2012-01-17 2014-07-09 湖南省金为型材有限公司 Connecting assembly for vertical column and cross beam
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CN106320535A (en) * 2015-06-24 2017-01-11 陈贵荣 Beam column connection piece
CN105696817A (en) * 2016-02-18 2016-06-22 东南大学 Multilayer cold-formed steel integrally prefabricated house and splicing method thereof
CN105696817B (en) * 2016-02-18 2017-12-19 东南大学 A kind of multilayer cold formed steel is integral prefabricated to assemble house and its joining method
CN108674489A (en) * 2017-03-22 2018-10-19 丰田自动车株式会社 Vehicle frame components
CN111910925A (en) * 2020-07-31 2020-11-10 中国建筑第二工程局有限公司 Milk shake cup-shaped landscape decoration component and construction method thereof
CN111910925B (en) * 2020-07-31 2021-04-09 中国建筑第二工程局有限公司 Milk shake cup-shaped landscape decoration component and construction method thereof

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