CN102251585A - Eave connecting part, building framework structure and mounting method - Google Patents

Eave connecting part, building framework structure and mounting method Download PDF

Info

Publication number
CN102251585A
CN102251585A CN2011101149664A CN201110114966A CN102251585A CN 102251585 A CN102251585 A CN 102251585A CN 2011101149664 A CN2011101149664 A CN 2011101149664A CN 201110114966 A CN201110114966 A CN 201110114966A CN 102251585 A CN102251585 A CN 102251585A
Authority
CN
China
Prior art keywords
side bar
connector
tie
eaves
eaves connector
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN2011101149664A
Other languages
Chinese (zh)
Other versions
CN102251585B (en
Inventor
杨东佐
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 201110114966 priority Critical patent/CN102251585B/en
Publication of CN102251585A publication Critical patent/CN102251585A/en
Priority to PCT/CN2012/075100 priority patent/WO2012149910A1/en
Application granted granted Critical
Publication of CN102251585B publication Critical patent/CN102251585B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B2001/0053—Buildings characterised by their shape or layout grid
    • E04B2001/0084—Buildings with non right-angled horizontal layout grid, e.g. triangular or hexagonal
    • E04B2001/0092—Small buildings with hexagonal or similar horizontal cross-section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2406—Connection nodes
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/249—Structures with a sloping roof

Abstract

The invention relates to an eave connecting part. The eave connecting part comprises an eave connecting part body, a beam plug-in connector and a side beam support connector, which are molded in one body; a building framework structure comprises more than one side beam, more than two connecting beams and the eave connecting parts of which the number is same as the number of the connecting beams; the beam plug-in connectors of the eave connecting parts are fixed to the end parts of the connecting beams in a plug-in connection way, and the end parts of the side beams are supported and fixed on the corresponding side beam support connectors; and a mounting method comprises the following steps: firstly fixing the connecting beams, further fixing the eave connecting parts and the connecting beams together in a plug-in connection way and finally fixing the side beams and the eave connecting parts. The invention has the advantages that, when in mounting, the eave connecting parts can be pushed to the required positions in the direction of the connecting beams by only applying force from one direction and then the eave connecting parts and the connecting beams can be fixed, so that the mounting and the position adjustment between the eave connecting parts and the connecting beams are convenient, time-saving and labor-saving.

Description

A kind of eaves connector, building frame construction and mounting method
Technical field
The present invention relates to a kind of eaves connector, building frame construction and mounting method of building frame construction for building, particularly relate to eaves connector, frame construction and the mounting method of framework steel work such as a kind of house balcony, booth eaves, building eaves.
Background technology
The framework steel work of eaves such as existing house steel work, pavilions, terraces and open halls, a kind of is that the end face of a beam and the side of another root beam are welded, or the end face of two beams is welded together, and this connected mode is stressed poor, and difficulty of construction is big; A kind of is that connector by modes such as securing member or welding and non-grafting is fixed together the end of two beams, this connected mode, the gravity of the plate of the gravity of beam and beam upper support etc. all focuses on the securing member or the node location of welding at last, the link position between stress concentrations Yu Liang and the beam and make link position stressed poor, connect fragile defective; If do not use additional connector, because need the end face of a beam and the side of another root beam are fixed, securing member can't be realized; A kind of is to need to use constructional materialss such as cement, timber, destroys ecological; When building was removed, building material can't be reused, and causes the wasting of resources, produced a large amount of building wastes and was difficult to handle.
Summary of the invention
First technical problem that will solve of the present invention is, provide a kind of just do not need to weld etc. can be easily, save time, effortlessly with tie-beam and side bar links together and stress can concentrations in the eaves connector of the connected node position of tie-beam and side bar.
Second technical problem that will solve of the present invention be, provide a kind of just do not need to weld etc. can be easily, save time, effortlessly with tie-beam and side bar links together and stress can concentrations in the building frame construction of the connected node position of tie-beam and side bar.
The 3rd technical problem that will solve of the present invention be, provide a kind of just do not need to weld etc. can be easily, save time, effortlessly with tie-beam and side bar links together and stress can concentrations in the mounting method of the building frame construction of the connected node position of tie-beam and side bar.
A kind of eaves connector comprises integrated eaves connector body, one from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, and one or two levels are convexly equipped with the side bar side bar supported joint of eaves connector body; On the side bar supported joint, be provided with the side bar horizontal support face of direct support edge beam end, on the beam connection-peg, be provided with and be connected the tie-beam that beam keeps out up and down and keep out face.
As first kind of improvement of scheme one, the side bar supported joint is two, and two side bar supported joints are positioned at the both sides of beam connection-peg; The angle that two side bar supported joints are convexly equipped with the body direction is 180 °.
As second kind of improvement of scheme one, the side bar supported joint is two, and two side bar supported joints are positioned at the both sides of beam connection-peg; The direction that two side bar supported joints are convexly equipped with the connector body more than or equal to 90 ° less than 180 °.
As the third improvement of scheme one, beam connection-peg level is convexly equipped with the connector body, vertically convexes with edge column post connection-peg in the end face or the bottom surface of connector body.
As first kind of scheme one to four common the improvement, two symmetries that the beam connection-peg comprises that the same facing epitaxy of vertical eaves connector body stretches and the protuberance of horizontal Tile; The face that eaves connector body extends protuberance is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two faces that two protuberances are relative form and are connected that face is kept out on a tie-beam left side of keeping out about beam, face is kept out on the tie-beam right side, and the upper and lower surfaces of two protuberances form to be connected to keep out under face, the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
As second kind of common improvement of scheme one to four, the beam connection-peg comprises the vertical outward extending square tube shape protuberance of a face from eaves connector body; The face that extends square tube shape protuberance at eaves connector body is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two lateral surfaces are respectively and are connected that face is kept out on a tie-beam left side of keeping out before and after the beam and face is kept out on the tie-beam right side about square tube shape protuberance, and two lateral surfaces up and down of square tube shape protuberance are respectively to be connected to keep out under face and the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
As the third common improvement of scheme one to four, the side bar supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support side bar on the side protuberance; Be provided with the spacing protuberance of two symmetries side by side in the end face level that makes progress of side protuberance, the gap between two spacing protuberances forms first storage tank of vertical component effect that ccontaining end is processed to the side bar end of T font.
As the 4th kind of common improvement of scheme one to four, the side bar supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support and connection side bar thereon on the side protuberance; End face at the side protuberance of side bar supported joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form second storage tank of ccontaining side bar end; Supporting the side bar horizontal plane is the bottom surface of second storage tank.
Building frame construction comprises the side bar that also comprises 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 obliquely, one or two side bar side bar supported joint that is convexly equipped with eaves connector body; 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 side bar supported joint.
As first kind of improvement of scheme nine, tie-beam is H shaped steel or i shaped steel; Two symmetries that the beam connection-peg comprises that the same facing epitaxy of vertical eaves connector body stretches and protuberance side by side; Two protuberances of beam connection-peg insert an end of tie-beams, thereby the connecting portion of tie-beam is contained in two gaps between the protuberance and the socket connection of tie-beam end, two protuberances be connected beam from about up and down four direction keep out.
As second kind of improvement of scheme nine, tie-beam is a square steel pipe; The square tube shape protuberance that it is Q-RING that the beam connection-peg comprises from the vertical outward extending cross section of a face of eaves connector body; With the socket connection of tie-beam end, square tube shape protuberance is connected beam and keeps out up and down in the square cavities of square tube shape protuberance insertion tie-beam one end of beam connection-peg.
As the third improvement of scheme nine, side bar is H shaped steel or I-steel, and the end of side bar is processed into the T font; End face level at the side protuberance of side bar supported joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form first storage tank, are provided with securing member retaining thread hole on each sidewall of first storage tank; The horizontal part of the T font end of side bar directly is supported on the end face of spacing protuberance, vertical component effect is contained in first storage tank, and the vertical component effect butt that passes the T font end of securing member retaining thread hole and side bar by securing member is pegged graft side bar and two spacing protuberances.
As the 4th kind of improvement of scheme nine, side bar is H shaped steel or I-steel or channel-section steel or square steel pipe; End face at the side protuberance of side bar supported joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form second storage tank; The end of side bar is contained in the bottom that also directly is supported on second storage tank in second storage tank and is connected with the side protuberance.
As first kind common improve of scheme nine to scheme 13, 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 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 side bar supported joint upper support that the second eaves connector is relative.
As the further improvement of such scheme, 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 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 side bar 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 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 side bar supported joint upper support relative with the second eaves connector at the 3rd eaves connector is fixed with described side bar.
As second kind common improve of scheme nine to scheme 13, 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 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 side bar supported joints are positioned at the both sides of the 4th beam connection-peg, the direction that two the 4th side bar 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 side bar supported joint upper support relative with the 5th eaves connector at the 4th eaves connector is fixed with described side bar.
As the further improvement of such scheme, 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 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 side bar 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 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 side bar supported joint upper support relative with the 5th eaves connector at the 6th eaves connector is fixed with described side bar.
As scheme nine the third common improvement, also comprise first edge column, second edge column, the first side bar post connector, the second side bar post connector to scheme 13; 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 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 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 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 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 side bar supported joint; On first side bar post connector side bar 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.
As the further improvement of such scheme, 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 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 side bar 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 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 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 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 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 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.
A kind of mounting method of building frame construction, building frame construction comprise eaves connector, tie-beam, side bar; The eaves connector comprises integrated eaves connector body, one from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, and one or two levels are convexly equipped with the side bar side bar supported joint of eaves connector body; Mounting method comprises:
Earlier tie-beam is fixed on the desired location of main frame structure;
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 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 side bar supported joint by side bar side bar supported joint.
The beneficial effect of the relative prior art of the present invention is:
Earlier tie-beam is fixed on the position that needs, just on the main frame structure, tie-beam can directly be welded on the main frame structure, also can be fixed on the connector of main frame structure; Then the beam connection-peg of eaves connector is inserted the end of tie-beam, because eaves connector and tie-beam socket connection, it is spacing that the beam connection-peg of eaves connector is connected five directions of beam, during installation, only need from a direction application of force just can be pushed up the eaves connector position from needs to the tie-beam direction, and then eaves connector and tie-beam fixed, like this installation between eaves connector and the tie-beam and position easy to adjust, save time, laborsaving.After finishing tie-beam, eaves connector fixing, side bar is placed between two adjacent eaves connectors, directly support side bar by the eaves connector, again the end of side bar is fixed with corresponding eaves connector, when like this side bar and eaves connector being fixed together, side bar does not need extra support, thus the convenient fixing of side bar and eaves connector, save time, laborsaving.Adopt the connection side bar and the tie-beam of eaves connector, power is not concentrated in the connected node position of side bar and tie-beam, and is stressed good.
More existing relatively construction steel structure frameworks, in order to realize the connection between beam and the beam, the also design that need be connected to connection end separately, processing, when beam will use standard sections, it connects the end and just must design in addition and process, when not using standard sections, beam 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 eaves 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.The eaves connector is made in batch production, and assembled on site is also reusable after pulling down with the Liang Yuliang assembling arbitrarily at the scene of various sizes all size, reduces building waste.Realize the standardization of eaves connector, 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.
The beam connection-peg adopts the mode of two protuberances, pegs graft conveniently with the end of the tie-beam of H shaped steel or i shaped steel, and the tie-beam and the eaves connector that will be plugged on together are fixing also convenient.
The beam connection-peg adopts the mode of square tube shape protuberance, pegs graft conveniently with the end of the tie-beam of square steel pipe, and the tie-beam and the eaves connector that will be plugged on together are fixing also convenient.
The vertical component effect that the end is processed into the tie-beam of the H shaped steel of T font or i shaped steel is contained in first storage tank, makes side bar more convenient with being connected of eaves connector, and the side bar and the eaves connector that link together is fixing also more convenient.
The end of side bar is contained in second storage tank, makes side bar more convenient with being connected of eaves connector, and the side bar and the eaves connector that link together is fixing also more convenient.
The eaves connector comprises the edge column connection-peg, the angle of the direction that the beam connection-peg is convexly equipped with from the connector body and the horizontal support face of side bar side bar supported joint equals 0 °, the eaves connector of this structure is convenient to build the balcony that has guardrail, and simple in structure, easy for installation.
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 4.
Fig. 4 is the schematic perspective view of the embodiment of the invention 5.
Fig. 5 is the schematic perspective view of the embodiment of the invention 6.
Fig. 6 is the schematic perspective view of the embodiment of the invention 7.
Fig. 7 is the schematic perspective view of the embodiment of the invention 8.
Fig. 8 is the schematic perspective view of the embodiment of the invention 9.
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 first kind of beam column connector of the embodiment of the invention 11.
Figure 13 is the schematic perspective view of second kind of beam column connector of the embodiment of the invention 11.
Figure 14 is the schematic perspective view of the third beam column connector of the embodiment of the invention 11.
Figure 15 is the schematic perspective view of the 4th kind of beam column connector of the embodiment of the invention 11.
Figure 16 is the schematic perspective view of the beam column plane plug connector of the embodiment of the invention 11.
Figure 17 is the schematic perspective view of the embodiment of the invention 12.
Figure 18 is the schematic perspective view of first kind of beam column connector of the embodiment of the invention 12.
Figure 19 is the schematic perspective view of second kind of beam column connector of the embodiment of the invention 12.
Figure 20 is the schematic perspective view of the third beam column connector of the embodiment of the invention 12.
Figure 21 is the schematic perspective view of the 4th kind of beam column connector of the embodiment of the invention 12.
Figure 22 is the schematic perspective view of the embodiment of the invention 13.
Figure 23 is the schematic perspective view of the embodiment of the invention 14.
Figure 24 is the schematic perspective view of the beam column connector of the embodiment of the invention 14.
Figure 25 is the schematic perspective view of the embodiment of the invention 15.
The specific embodiment
Embodiment 1
As shown in Figure 1, a kind of eaves connector of building frame construction, comprise integrated eaves connector body 1, a tie-beam end that insertion is mated and protrude 2, two supports of beam connection-peg side bar end, orthogonal side bar supported joint 17, side bar supported joint 18 parallel of eaves connector body 1 obliquely with horizontal plane.
Side bar supported joint 17, side bar supported joint 18 include the side protuberance 3 that extends from the lateral vertical of eaves connector body 1, be the direct support side bar horizontal plane of support side bar at the end face 4 of side protuberance 3; Extend again outwards bending vertically upward at the end face 4 of side protuberance 3 and be provided with spacing protuberance 5 two symmetries, that level is arranged side by side, spacing protuberance 6, gap between spacing protuberance 5, the spacing protuberance 6 forms first storage tank 7 of vertical component effect that ccontaining end is processed to the side bar end of T font, be provided with round platform 9 in the bottom of the groove that spacing protuberance 5, spacing protuberance 6 form with side protuberance 3 respectively on flat, between round platform 9, be connected with reinforcing rib 10, in each round platform 9, be provided with through hole 11.
Beam connection-peg 2 comprise two symmetries that form from eaves connector body 1 end face vertical extent obliquely, opening is towards U-shaped piece 12 both sides, horizontal Tile, U-shaped piece 13, on the base plane of the U-lag of U-shaped piece 12, U-shaped piece 13, be provided with round platform 14, between round platform 14, be connected with reinforcing rib 15, in each round platform, be provided with through hole 16.
Eaves connector body 1 extends the face 18 of U-shaped piece 12, U-shaped piece 13 and keeps out face for the tie-beam end face of keeping out the tie-beam end face that is mated.The relative face 19 of U-shaped piece 12 and U-shaped piece 13 is kept out face after for the tie-beam that is connected beam and keeps out, and it is to be connected the tie-beam that beam keeps out to keep out face that U-shaped piece 13 and U-shaped piece 12 relative faces reach vertical side to the opposite.
Embodiment 2
As shown in Figure 2, as different from Example 1, two side bar supported joints 30,31 are located along the same line.
Embodiment 3
As shown in Figure 3, as different from Example 1, side bar supported joint 35 is one.
Embodiment 4
As shown in Figure 4, a kind of eaves connector of building frame construction, comprise that integrated eaves connector body 41, insertion be mated with the tie-beam end and protrude 42, two supports of beam connection-peg side bar end, the side bar supported joint 43 of orthogonal band U-shaped groove 45, side bar supported joint 44 parallel of eaves connector body 41 square tube shapes with horizontal plane.Side bar supported joint 43, side bar supported joint 44 are positioned at the both sides of beam connection-peg 42.Four sides of square tube shape protuberance are to be connected the tie-beam that beam keeps out to keep out face.The bottom surface of groove is for supporting the side bar horizontal plane.
On the lateral surface of U-shaped groove 45, be provided with boss platform 46, be connected with reinforcing rib 47, in the boss platform, be provided with through hole 48 46 of boss platforms.
Embodiment 5
As shown in Figure 5, as different from Example 4, side bar supported joint 60, side bar supported joint 61 are located along the same line.
Embodiment 6
As shown in Figure 6, a kind of eaves connector of building frame construction, comprise that integrated eaves connector body 71, insertion be mated with the tie-beam end and protrude the side bar supported joint 74 of 72, one supports of square tube ellbeam connection-peg of eaves connector body 71 side bar end band U-shaped groove 73 parallel with horizontal plane.U-shaped groove 73 the bottom surface for supporting the side bar horizontal plane.Four sides of the square tube shape protuberance of beam connection-peg 72 are to be connected the tie-beam that beam keeps out up and down to keep out face.U-shaped groove 73 sidewall outwardly be provided with tapped through hole 75.Be equipped with elastic tongue 76 on each face of square tube shape protuberance, elastic tongue 76 is connected on the square tube shape protuberance away from an end of eaves connector body 71, and elastic tongue 76 is a free end towards an end of eaves connector body 71.Beam connection-peg 72 is L shaped with 74 one-tenth of side bar supported joints.
Embodiment 7
As shown in Figure 7, as different from Example 6, the side bar supported joint is two, becomes yi word pattern, i.e. side bar supported joint 80, side bar supported joint 81, side bar supported joint 80, beam connection- peg 82,81 one-tenth T shapes of side bar supported joint.
Embodiment 8
As shown in Figure 8, as different from Example 6, the post connection-peg 92 of the square tube shape that the eaves connector also is convexly equipped with straight up from eaves connector body 91.Be equipped with elastic tongue 93 on four sides of the post connection-peg 92 of square tube shape, elastic tongue 93 is connected on the vertical square tube shape protuberance away from an end of eaves connector body 91, and elastic tongue 93 is a free end towards an end of eaves connector body 91.
Embodiment 9
As shown in Figure 9, as different from Example 8, the side bar supported joint is two, i.e. side bar supported joint 95, side bar supported joint 96, side bar supported joint 95, side bar supported joint 96 conllinear.
Embodiment 9
As shown in Figure 9, as different from Example 8, post connection-peg 100 is convexly equipped with vertically upward from eaves connector body 99.
Embodiment 10
As shown in figure 10, as different from Example 1, the angle of two side bar supported joints 105, side bar supported joint 106 is 135 °.
Embodiment 11
As shown in figure 11, 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.
As shown in figure 12, beam column connector 1036 comprises beam column connector body 1000, the orthogonal horizontal support joint 1001, the horizontal support joint 1002 that are convexly equipped with from beam column connector body 1,000 two adjacent side levels, the lower pillar stand connection-peg 1003 that is convexly equipped with straight down from the bottom surface of beam column connector body 1000, the oblique upper support joint 1004 of top layer from beam column connector body 1000 is convexly equipped with obliquely deviates from the tie-beam connection-peg 1005 that oblique upper support joint 1,004 one skew backs of top layer are convexly equipped with downwards from beam column connector body 1000.The oblique upper support joint 1004 of top layer be positioned at horizontal support joint 1001 directly over.
As shown in figure 13, what beam column connector 1037 and beam column connector 1036 were different is, the horizontal support joint is three, become the T font, be horizontal support joint 1006, horizontal support joint 1007, horizontal support joint 1008, the oblique upper support joint 1009 of top layer be positioned at horizontal support joint 1006, horizontal support joint 1007 that horizontal support joint 1008 is all vertical directly over.
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.As shown in figure 16, 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 the identical beam column connector 1058 of structure, beam column connector 1059, beam column connector 1060.
As shown in figure 14, beam column connector 1058 comprises integrated beam column connector body 1010,1012, two of 1011, one horizontal support joints of a lower pillar stand connection-peg tiltedly descend connection-peg 1013, top layer tiltedly to descend connection-peg 1014 about the centrosymmetric top layer of top layer beam column connector.Beam column connector 1060 is identical with the structure of beam column connector 1058.
As shown in figure 15, what beam column connector 1059 and beam column connector 1058 were different is, the horizontal support joint is two, be horizontal support joint 1016, horizontal support joint 1017, horizontal support joint 1016,1017 one-tenth in-lines of horizontal support joint are symmetrically distributed in the both sides that top layer tiltedly descends connection-peg.
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.
The second eaves connector 1075 is identical with embodiment 3.The first eaves connector 1073 and the second eaves connector 1075 are about the vertical plane symmetry of its center.The 3rd eaves connector 1074 is identical with embodiment 2.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 12
As shown in figure 17, 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.
As shown in figure 18, beam column connector 1128 comprises beam column connector body 1175, the orthogonal horizontal support joint 1176, the horizontal support joint 1177 that are convexly equipped with from beam column connector body 1,175 two adjacent side levels, the lower pillar stand connection-peg 1178 that is convexly equipped with straight down from the bottom surface of beam column connector body 1175, from the upper pillar stand connection-peg 1179 that the end face of beam column connector body 1175 is convexly equipped with straight up, be not provided with the oblique tie-beam connection-peg 1180 that is convexly equipped with down of angle position of adjacent two sides of supported joint from beam column connector body 1175.
As shown in figure 19, beam column connector 1126 comprises beam column connector body 1181, the orthogonal horizontal support joint 1182, horizontal support joint 1183, the horizontal support joint 1184 that are convexly equipped with from beam column connector body 1,175 three adjacent side levels, the lower pillar stand connection-peg 1185 that is convexly equipped with straight down from the bottom surface of beam column connector body 1180, from the upper pillar stand connection-peg 1186 that the end face of beam column connector body 1180 is convexly equipped with straight up, be not provided with the oblique tie-beam connection-peg 1187 that is convexly equipped with down in a side of supported joint from beam column connector body 1180.
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.
The structure of the 5th eaves connector 1165 is identical with embodiment 1.The 4th eaves connector 1163 and the 5th eaves connector 1165 are about the vertical plane symmetry of its center.The structure of the 6th eaves connector 1164 is identical with embodiment 2.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.
As shown in figure 20, beam column connector 1138 comprises beam column connector body 1188, the orthogonal horizontal support joint 1189, the horizontal support joint 1190 that are convexly equipped with from beam column connector body 1,188 two adjacent side levels, the lower pillar stand connection-peg 1191 that is convexly equipped with straight down from the bottom surface of beam column connector body 1188 is not provided with the oblique tie-beam connection-peg 1192 that is convexly equipped with down of angle position of adjacent two sides of supported joint from beam column connector body 1188.
As shown in figure 21, beam column connector 1143 comprises beam column connector body 1193, the orthogonal horizontal support joint 1194, horizontal support joint 1195, the horizontal support joint 1196 that are convexly equipped with from beam column connector body 1,193 three adjacent side levels, the lower pillar stand connection-peg 1197 that is convexly equipped with straight down from the bottom surface of beam column connector body 1193 is not provided with the oblique tie-beam connection-peg 1198 that is convexly equipped with down in a side of supported joint from beam column connector body 1193.
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.
Crossbeam, column, tie-beam, side bar are H shape steel.
Embodiment 13
As shown in figure 22, the peg graft structure of the 4th fixing eaves connector 1201 of beam connection-peg and the 4th tie-beam 1157 is identical with embodiment 4.The beam connection-peg is identical with embodiment 4 with the structure of the 4th eaves connector 1202 that 1158 grafting of the 6th tie-beam are fixed.The structure of the 4th eaves connector 1203 that beam connection-peg and 1159 grafting of the 5th tie-beam are fixing and the 4th tie-beam 1157 are about the vertical plane symmetry of its center.
Beam connection-peg and the 5th tie-beam 1156 peg graft the 5th fixing eaves connector 1200, beam connection-peg and the 6th tie-beam 1161 peg graft the 4th eaves connector 1204 that the 6th fixing eaves connector 1205, beam connection-peg and 1160 grafting of the 4th tie-beam fix respectively with the 4th eaves connector 1201, the 6th eaves connector 1202, the 5th eaves connector 1203 vertical plane symmetry about its center.Tie-beam, be supported on the side bar side of the being tubular steel on the relative side bar supported joint of eaves connector.
The structure of bilevel tie-beam, eaves connector, side bar is identical.
Embodiment 14
As shown in figure 23, 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.
As shown in figure 24, beam column connector 1258 comprises beam column connector body 1322, the horizontal support joint 1323, the horizontal support joint 1324 that are convexly equipped with from beam column connector body 1,322 two adjacent side levels, the lower pillar stand connection-peg 1325 that is convexly equipped with straight down from the bottom surface of beam column connector body 1322, from the upper pillar stand connection-peg 1326 that the end face of beam column connector body 1322 is convexly equipped with straight up, be not provided with the oblique tie-beam connection-peg 1327 that is convexly equipped with down of angle position of adjacent two sides of supported joint from beam column connector body 1322.The angle of horizontal support joint 1323, horizontal support joint 1324 is 135 °.
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.
The structure of the 4th eaves connector 1277 is identical with embodiment 10.
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.
What the structure of beam column connector 1298 and beam column connector 1258 were different is not to be provided with the upper pillar stand connection-peg on beam column connector 1298.
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 15
As shown in figure 25, building frame construction also comprises respectively and fixing second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 of main frame structure, 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.The structure of the first eaves connector 1496 is identical with embodiment 6.The structure of the 3rd tie-beam 1492 is identical with embodiment 7.Second tie-beam 1491 and first tie-beam 1493 are about the vertical plane symmetry of its center.Be supported and fixed on the side bar 1497 on the side bar supported joint of the second eaves connector 1494, the 3rd eaves connector 1495, be 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.
Building frame construction also comprises respectively the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 with the fixing square tube shape of main frame structure.The beam connection-peg respectively with the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 peg graft fixing the 9th eaves connector the 1474, the 11 eaves connector 1475, the 7th eaves connector 1476.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, side bar 1490 are fixed with the main body frame welding.
The installation mounting method of tie-beam, eaves connector, side bar comprises:
At first second tie-beam 1491, the 3rd tie-beam 1492, first tie-beam 1493 are fixed with main body frame 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.
The installation mounting method of tie-beam, eaves connector, side bar, edge column, side bar post connector comprises:
The first step is fixed the 9th tie-beam the 1471, the 11 tie-beam 1472, the 7th tie-beam 1473 with main body frame;
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 the main body frame welding of side bar is 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 the main body frame welding of side bar 1486 is fixing.

Claims (20)

1. eaves connector is characterized in that: comprise that integrated eaves connector body, one are convexly equipped with the side bar supported joint of eaves connector body from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, one or two levels; On supported joint, be provided with the side bar horizontal support face of direct support edge beam end, on the beam connection-peg, be provided with and be connected the tie-beam that beam keeps out up and down and keep out face.
2. a kind of eaves connector as claimed in claim 1 is characterized in that: supported joint is two, and two supported joints are positioned at the both sides of beam connection-peg; The angle that two supported joints are convexly equipped with the body direction is 180 °.
3. a kind of eaves connector as claimed in claim 1 is characterized in that: supported joint is two, and two supported joints are positioned at the both sides of beam connection-peg; The direction that two supported joints are convexly equipped with the connector body more than or equal to 90 ° less than 180 °.
4. a kind of eaves connector as claimed in claim 1 is characterized in that: beam connection-peg level is convexly equipped with the connector body, vertically convexes with edge column post connection-peg in the end face or the bottom surface of connector body.
5. as any described a kind of eaves connector of claim 1 to 4, it is characterized in that: two symmetries that the beam connection-peg comprises that the same facing epitaxy of vertical eaves connector body stretches and the protuberance of horizontal Tile; The face that eaves connector body extends protuberance is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two faces that two protuberances are relative form and are connected that face is kept out on a tie-beam left side of keeping out about beam, face is kept out on the tie-beam right side, and the upper and lower surfaces of two protuberances form to be connected to keep out under face, the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
6. as any described a kind of eaves connector of claim 1 to 4, it is characterized in that: the beam connection-peg comprises the vertical outward extending square tube shape projection of a face from eaves connector body; The face that extends square tube shape projection at eaves connector body is that the tie-beam end face of keeping out the tie-beam end face that is mated is kept out face; Two lateral surfaces are respectively and are connected that face is kept out on a tie-beam left side of keeping out before and after the beam and face is kept out on the tie-beam right side about square tube shape projection, and two lateral surfaces up and down of square tube shape projection are respectively to be connected to keep out under face and the tie-beam on the tie-beam that beam keeps out up and down keeps out face.
7. as any described a kind of eaves connector of claim 1 to 4, it is characterized in that: supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support side bar on the side protuberance; Be provided with the spacing protuberance of two symmetries side by side in the end face level that makes progress of side protuberance, the gap between two spacing protuberances forms first storage tank of vertical component effect that ccontaining end is processed to the side bar end of T font.
8. as any described a kind of eaves connector of claim 1 to 4, it is characterized in that: supported joint comprises the side protuberance that protrudes eaves connector body, is provided with the support side bar horizontal plane of direct support and connection side bar thereon on the side protuberance; End face at the side protuberance of supported joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form second storage tank of ccontaining side bar end; Supporting the side bar horizontal plane is the bottom surface of second storage tank.
9. building frame construction comprises side bar, the tie-beam more than two more than one, it is characterized in that: also comprise 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.
10. building frame construction as claimed in claim 9 is characterized in that: tie-beam is H shaped steel or i shaped steel; Two symmetries that the beam connection-peg comprises that the same facing epitaxy of vertical eaves connector body stretches and protuberance side by side; Two protuberances of beam connection-peg insert an end of tie-beams, thereby the connecting portion of tie-beam is contained in two gaps between the protuberance and the socket connection of tie-beam end, two protuberances be connected beam from about up and down four direction keep out.
11. building frame construction as claimed in claim 9 is characterized in that: tie-beam is a square steel pipe; The square tube shape projection that it is Q-RING that the beam connection-peg comprises from the vertical outward extending cross section of a face of eaves connector body; With the socket connection of tie-beam end, square tube shape projection is connected beam and keeps out up and down in the square cavities of square tube shape projection insertion tie-beam one end of beam connection-peg.
12. building frame construction as claimed in claim 9 is characterized in that: side bar is H shaped steel or I-steel, and the end of side bar is processed into the T font; End face level at the side protuberance of supported joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form first storage tank, are provided with securing member retaining thread hole on each sidewall of first storage tank; The horizontal part of the T font end of side bar directly is supported on the end face of spacing protuberance, vertical component effect is contained in first storage tank, and the vertical component effect butt that passes the T font end of securing member retaining thread hole and side bar by securing member is pegged graft side bar and two spacing protuberances.
13. building frame construction as claimed in claim 9 is characterized in that: side bar is H shaped steel or I-steel or channel-section steel or square steel pipe; End face at the side protuberance of supported joint is provided with two spacing protuberances side by side, and two spacing protuberance side protuberances corresponding with it form second storage tank; The end of side bar is contained in the bottom that also directly is supported on second storage tank in second storage tank and is connected with the side protuberance.
14. as any described building frame construction of claim 9 to 13, it 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.
15. building frame construction as claimed in claim 14 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.
16. as any described building frame construction of claim 9 to 13, it 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.
17. building frame construction as claimed in claim 16 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.
18., it is characterized in that: also comprise first edge column, second edge column, the first side bar post connector, the second side bar post connector as any described building frame construction of claim 9 to 13; 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.
19. building frame construction as claimed in claim 18, 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.
20. the mounting method of a building frame construction is characterized in that: building frame construction comprises eaves connector, tie-beam, side bar; The eaves connector comprises integrated eaves connector body, one from eaves connector body level or the beam connection-peg that is convexly equipped with obliquely, and one or two levels are convexly equipped with the side bar supported joint of eaves connector body; Mounting method comprises:
Earlier tie-beam is fixed on the desired location of main frame structure;
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.
CN 201110114966 2011-05-05 2011-05-05 Eave connecting part, building framework structure and mounting method Expired - Fee Related CN102251585B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN 201110114966 CN102251585B (en) 2011-05-05 2011-05-05 Eave connecting part, building framework structure and mounting method
PCT/CN2012/075100 WO2012149910A1 (en) 2011-05-05 2012-05-04 Eave-connecting part, framework structure for building and installation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201110114966 CN102251585B (en) 2011-05-05 2011-05-05 Eave connecting part, building framework structure and mounting method

Publications (2)

Publication Number Publication Date
CN102251585A true CN102251585A (en) 2011-11-23
CN102251585B CN102251585B (en) 2013-05-29

Family

ID=44979127

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201110114966 Expired - Fee Related CN102251585B (en) 2011-05-05 2011-05-05 Eave connecting part, building framework structure and mounting method

Country Status (2)

Country Link
CN (1) CN102251585B (en)
WO (1) WO2012149910A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012149910A1 (en) * 2011-05-05 2012-11-08 Yang Dongzuo Eave-connecting part, framework structure for building and installation method thereof
CN106223494A (en) * 2016-08-22 2016-12-14 沈阳建筑大学 Telescopic steel and wood composite structural connection with spring
CN109457819A (en) * 2018-12-21 2019-03-12 佛山科学技术学院 A kind of building support
CN111775101A (en) * 2020-07-14 2020-10-16 汪成立 Method for manufacturing light steel keel of prefabricated house
CN111894192A (en) * 2020-08-07 2020-11-06 杭州紫腾材科技有限公司 Building steel structure waterproof roof and construction method thereof
CN112502446A (en) * 2020-11-03 2021-03-16 中国一冶集团有限公司 Socket type center barrel temporary support and using method thereof

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3532846A1 (en) * 1985-09-14 1987-03-26 Gerhard Stroer Structural element for erecting buildings, and also for erecting building models
CN1252476A (en) * 1998-06-03 2000-05-10 王志林 Building component with steel structure
CN2391933Y (en) * 1999-06-14 2000-08-16 王志林 Steel joint for steel structure building
CN1346003A (en) * 2000-09-26 2002-04-24 李鑫全 Steel structure assembling members for light house
CN101024974A (en) * 2007-03-16 2007-08-29 北京城建设计研究总院有限责任公司 Shaped-steel concrete frame-steel supporting structure type steel column preconstraint node
CN201128949Y (en) * 2007-11-01 2008-10-08 孔祥生 Bridge type assembled frame
CN201214813Y (en) * 2008-06-03 2009-04-01 刘城 Cesspool electrodynamic cleaning shovel brush

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10280540A (en) * 1997-04-09 1998-10-20 Toshihiro Korosue Plug-in type joint metal fitting for framework of wooden building
JP2003013494A (en) * 2001-07-02 2003-01-15 Panahome Corp Building frame structure of rigid-frame structure
CN101608471B (en) * 2009-07-21 2012-05-23 北京峻谷投资有限公司 Monolithic architecture frame structure
CN101775840B (en) * 2010-01-27 2011-12-07 江苏省电力设计院 Beam column node suitable for quadrate steel pipe column
CN201627265U (en) * 2010-02-03 2010-11-10 杨俊坤 Steel structured mobile tobacco curing house
CN201679098U (en) * 2010-05-14 2010-12-22 北京工业大学 Frame beam column fireproof node with catenary effect
CN102251585B (en) * 2011-05-05 2013-05-29 杨东佐 Eave connecting part, building framework structure and mounting method
CN202248453U (en) * 2011-05-05 2012-05-30 杨东佐 Eave connecting part and building framework structure

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3532846A1 (en) * 1985-09-14 1987-03-26 Gerhard Stroer Structural element for erecting buildings, and also for erecting building models
CN1252476A (en) * 1998-06-03 2000-05-10 王志林 Building component with steel structure
CN2391933Y (en) * 1999-06-14 2000-08-16 王志林 Steel joint for steel structure building
CN1346003A (en) * 2000-09-26 2002-04-24 李鑫全 Steel structure assembling members for light house
CN101024974A (en) * 2007-03-16 2007-08-29 北京城建设计研究总院有限责任公司 Shaped-steel concrete frame-steel supporting structure type steel column preconstraint node
CN201128949Y (en) * 2007-11-01 2008-10-08 孔祥生 Bridge type assembled frame
CN201214813Y (en) * 2008-06-03 2009-04-01 刘城 Cesspool electrodynamic cleaning shovel brush

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012149910A1 (en) * 2011-05-05 2012-11-08 Yang Dongzuo Eave-connecting part, framework structure for building and installation method thereof
CN106223494A (en) * 2016-08-22 2016-12-14 沈阳建筑大学 Telescopic steel and wood composite structural connection with spring
CN109457819A (en) * 2018-12-21 2019-03-12 佛山科学技术学院 A kind of building support
CN109457819B (en) * 2018-12-21 2023-10-31 佛山科学技术学院 Building support
CN111775101A (en) * 2020-07-14 2020-10-16 汪成立 Method for manufacturing light steel keel of prefabricated house
CN111894192A (en) * 2020-08-07 2020-11-06 杭州紫腾材科技有限公司 Building steel structure waterproof roof and construction method thereof
CN112502446A (en) * 2020-11-03 2021-03-16 中国一冶集团有限公司 Socket type center barrel temporary support and using method thereof

Also Published As

Publication number Publication date
WO2012149910A1 (en) 2012-11-08
CN102251585B (en) 2013-05-29

Similar Documents

Publication Publication Date Title
CN202099881U (en) Connector clip of building frame structure and building frame structure
CN102251585B (en) Eave connecting part, building framework structure and mounting method
CN102277904B (en) Beam column connecting member and forming method thereof, building frame structure and installing method thereof
CN102251586B (en) Beam hanger, building framework structure and installation method
CN102261129B (en) Beam column connecting piece used for building
CN102261130B (en) Hanging and connecting piece of building framework structure and building framework structure
CN103410353A (en) Garage steel framework and installation process
CN102277907B (en) Beam-column connecting component of building frame structure
CN201343787Y (en) Butting part for light steel structure building construction connection
CN102277906B (en) Top beam connecting component
CN202073185U (en) Beam column connection piece and building frame structure
CN202248453U (en) Eave connecting part and building framework structure
CN102277908B (en) Plug member for building framework structure
CN102277905B (en) Beam hanging component, building frame structure and mounting method
CN202099882U (en) Girder hanging piece and building frame structure
CN102330472B (en) Connecting element for building framework structures
CN102277903B (en) Beam and column connecting member
CN203452416U (en) Garage steel framework
CN104032962B (en) Corner wayside pavilion assemble method moulded by wood
CN206337651U (en) Assembled architecture wall column connector and attachment structure
CN105369890A (en) Earthquake-proof folk house steel framework and installation method thereof
JP6427120B2 (en) Bonding structure of wooden frame
CN102261131B (en) Connector for building frame structures
CN112127472A (en) Multi-story high-rise building frame connecting piece system
CN205348384U (en) Antidetonation local -style dwelling houses steel framework

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20130529

Termination date: 20160505