CN106284644B - A kind of residential architecture structural system and its method of construction suitable for industrialized production - Google Patents

A kind of residential architecture structural system and its method of construction suitable for industrialized production Download PDF

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Publication number
CN106284644B
CN106284644B CN201610886991.7A CN201610886991A CN106284644B CN 106284644 B CN106284644 B CN 106284644B CN 201610886991 A CN201610886991 A CN 201610886991A CN 106284644 B CN106284644 B CN 106284644B
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CN
China
Prior art keywords
steel
prefabricated
groups
roof
industrialized production
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Expired - Fee Related
Application number
CN201610886991.7A
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Chinese (zh)
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CN106284644A (en
Inventor
邱继生
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Xian University of Science and Technology
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Xian University of Science and Technology
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Priority to CN201610886991.7A priority Critical patent/CN106284644B/en
Publication of CN106284644A publication Critical patent/CN106284644A/en
Application granted granted Critical
Publication of CN106284644B publication Critical patent/CN106284644B/en
Expired - Fee Related legal-status Critical Current
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/02Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
    • E04B7/04Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2406Connection nodes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2463Connections to foundations
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2481Details of wall panels

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a kind of residential architecture structural systems and its method of construction suitable for industrialized production of Architectural Structure Design technical field, including two groups of vertically disposed prefabricated steel columns, the roof stringer for undertaking inclined roof longitudinal load is connected with by steel connector at the top of the steel I-beam, space operation, which is formed by, between prefabricated steel column described in two groups is connected with light board wall body, the method that the present invention uses poured in place concrete and prefabricated components to combine, prefabricated components structure involved in it is simple, using standardized designs and industrialized production, and the assembly of mechanization is used at the construction field (site), it can satisfy the requirement of industrial residential architecture structure, and reduce the quantity of prefabricated components and the cost of engineering-built, improve efficiency of construction, using light board wall body, reduce the overall weight of building, and Light board wall body has good heat insulation effect, meets the power conservation requirement of green building.

Description

A kind of residential architecture structural system and its method of construction suitable for industrialized production
Technical field
The present invention relates to Architectural Structure Design technical field, specially a kind of residential architecture knot suitable for industrialized production Structure system and its method of construction.
Background technique
Traditional residential architecture structural system mainly has shear wall structure, frame structure, Framed Structure with Special-Shaped Columns etc., each From with advantage and disadvantage:
Shear wall structure is the most universal, applies in general to small high-rise and high residential building, its advantage is that: it is suitable for inhabitation, it is practical Property is wide, suitable for building the diversification of house type;The disadvantage is that: shear wall structure is unsuitable for industrialization and builds, and designs and mark is not implemented Standardization, prefabricated components are various in style, and industrialized production is not implemented, and construction is complicated, and mechanization degree is lower;Frame structure is being lived Using less in building, mainly since cross-section of frame column is big compared with construction wall thickness, building is influenced using function, it is uncomfortable livable The inhabitation of the people, but frame structure is suitble to large batch of industrialized production to use;Framed Structure with Special-Shaped Columns can make up for it common The defect of frame structure, but Special-Shaped Column lateral resistance is poor, building height is restricted.
There is presently no a set of residential architecture structural system that can be fully adapted to industrialized production be able to solve it is above-mentioned The various defects improved in background do not form standardized designs, industrialized production and the site machinery makeup of prefabricated components Match, for this purpose, we have proposed a kind of residential architecture structural systems and its method of construction suitable for industrialized production to come into operation.
Summary of the invention
The purpose of the present invention is to provide a kind of suitable for the residential architecture structural system of industrialized production and its construction side Method, to solve the standardized designs for not forming prefabricated components, industrialized production and scene mentioned above in the background art The problem of motorization assembly.
To achieve the above object, the invention provides the following technical scheme: a kind of residential architecture suitable for industrialized production Structural system, including two groups of vertically disposed prefabricated steel columns are connected with steel I-beam between prefabricated steel column described in two groups, institute Stating i-shape steel beam includes upper beam, vertical beam and lower beam, and wherein vertical beam connects upper beam and lower beam, pre-manufactured steel described in two groups The end of column is provided with link slot, and the left and right ends of the lower beam of the steel I-beam are equipped with girder steel compatible with link slot The lower beam of connecting node, the steel I-beam is overlapped on link slot by steel beam connecting joint, at the top of the steel I-beam The roof stringer for undertaking inclined roof longitudinal load, upper beam of the steel I-beam or so two are connected with by steel connector Inclined connecting node compatible with inclined roof is equipped at end, the circumferential surface of the roof stringer passes through three groups of steel connections Part is connected with inclined roof, and space operation is formed by between prefabricated steel column described in two groups and is connected with light board wall body, institute The lower beam and light board wall body connection for stating steel I-beam are equipped with two groups of L shape connection buckles, and L shape connection buckle is located at The left and right ends of light board wall body are equipped with rock wool filling part between L shape connection buckle described in two groups.
Preferably, the bottom end of the prefabricated steel column is socketed with the prefabricated reinforced concrete link block that earth's surface is arranged in, and It is connected between prefabricated steel column and prefabricated reinforced concrete link block by fastening foundation bolt, the prefabricated reinforced concrete connects It connects block bottom and is connected with the embedded sleeve barrel for being embedded in underground.
Preferably, the top of the embedded sleeve barrel and earth's surface are located at same level.
It preferably, should specific step is as follows suitable for the residential architecture structural system method of construction of industrialized production:
S1: after first flattening building site, embedded sleeve barrel is placed in the pit-hole dug out in earth's surface, and in pre-buried set Cylinder it is internal criss-cross bind reinforcing bar, then casting concrete, and prefabricated reinforced concrete link block is fixed on pre-buried set On cylinder;
S2: prefabricated steel column is fixed on prefabricated reinforced concrete link block by fastening foundation bolt, and at two groups Steel I-beam is overlapped between prefabricated steel column;
S3: steel connector is welded at the top of steel I-beam upper beam, makes the top of steel connector and roof stringer phase It connects;
S4: inclined roof is mounted in the inclined connecting node of steel I-beam left and right ends, wherein inclined roof with The upper beam joint of steel I-beam is fixed using angle steel welding;
S5: selecting the steel connector of appropriate length, and steel connector is fixed by welding in the circle of roof stringer In perimeter surface, the other end of steel connector is made to be in contact with inclined roof, plays the role of supporting inclined roof.
Compared with prior art, the beneficial effects of the present invention are: the present invention uses poured in place concrete and prefabricated components The method combined, involved in prefabricated components structure it is simple, using standardized designs and industrialized production, and constructing Scene uses the assembly of mechanization, can satisfy the requirement of industrial residential architecture structure, and reduce prefabricated components The cost of quantity and engineering-built improves efficiency of construction, wherein the present invention is connected using service sleeve with prefabricated reinforced concrete The design of block can greatly enhance the firmness of the building, using light board wall body, reduce the overall weight of building, and Light board wall body has good heat insulation effect, meets the power conservation requirement of green building.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention;
Fig. 2 is explosive view of the present invention;
Fig. 3 is the prefabricated steel column fixed structure schematic diagram of the present invention;
Fig. 4 is the portion A of the present invention schematic enlarged-scale view.
In figure: 1 prefabricated steel column, 11 link slots, 12 prefabricated reinforced concrete link blocks, 13 embedded sleeve barrels, 14 are securely Foot bolt, 2 steel I-beams, 21 steel beam connecting joints, 22 inclined connecting nodes, 3 steel connectors, 4 roof stringers, 5 inclined rooms Top, 6 light board wall bodies, 7L shape connection buckle, 8 rock wool filling parts.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Fig. 1-4 is please referred to, the present invention provides a kind of technical solution: a kind of residential architecture structure suitable for industrialized production System, including two groups of vertically disposed prefabricated steel columns 1 are connected with steel I-beam 2, institute between prefabricated steel column 1 described in two groups Stating i-shape steel beam 2 includes upper beam, vertical beam and lower beam, and wherein vertical beam connection upper beam and lower beam, prefabricated described in two groups The end of steel column 1 is provided with link slot 11, and the left and right ends of the lower beam of the steel I-beam 2 are equipped with suitable with 11 phase of link slot The lower beam of the steel beam connecting joint 21 matched, the steel I-beam 2 is overlapped on link slot 11 by steel beam connecting joint 21, institute It states and the roof stringer 4 for undertaking 5 longitudinal load of inclined roof, the I-shaped is connected with by steel connector 3 at the top of steel I-beam 2 Inclined connecting node 22 compatible with inclined roof 5 is equipped at the upper beam left and right ends of girder steel 2, the roof stringer 4 Circumferential surface is connected by three groups of steel connectors 3 with inclined roof 5, is formed by sky between prefabricated steel column 1 described in two groups Between be connected with light board wall body 6, the lower beam of the steel I-beam 2 and 6 connection of light board wall body are equipped with two Group L shape connection buckle 7, and L shape connection buckle 7 is located at the left and right ends of light board wall body 6, L shape connection buckle 7 described in two groups Between be equipped with rock wool filling part 8.
Wherein, the bottom end of the prefabricated steel column 1 is socketed with the prefabricated reinforced concrete link block 12 that earth's surface is arranged in, and It is connected between prefabricated steel column 1 and prefabricated reinforced concrete link block 12 by fastening foundation bolt 14, it is described precast reinforced mixed 12 bottom of solidifying soil link block is connected with the embedded sleeve barrel 13 for being embedded in underground, is connected using service sleeve 13 and prefabricated reinforced concrete The structure of block 12 is connect, the firmness of the building can be greatly increased, the top of the embedded sleeve barrel 13 and earth's surface are located at same water Plane.
This be suitable for industrialized production residential architecture structural system method of construction specific step is as follows:
S1: after first flattening building site, embedded sleeve barrel 13 is placed in the pit-hole dug out in earth's surface, and pre-buried The inside of sleeve 13 it is criss-cross bind reinforcing bar, then casting concrete, and prefabricated reinforced concrete link block 12 is fixed on On embedded sleeve barrel 13;
S2: prefabricated steel column 1 is fixed on prefabricated reinforced concrete link block 12 by fastening foundation bolt 14, and Steel I-beam 2 is overlapped between two groups of prefabricated steel columns 1;
S3: welding steel connector 3 at the top of 2 upper beam of steel I-beam, makes top and the roof stringer of steel connector 3 4 connect;
S4: inclined roof 5 being mounted in the inclined connecting node 22 of 2 left and right ends of steel I-beam, wherein in inclined room Top 5 and the upper beam joint of steel I-beam 2 are fixed using angle steel welding;
S5: the steel connector 3 of appropriate length is selected, and steel connector 3 is fixed by welding in roof stringer 4 On circumferential surface, the other end of steel connector 3 is made to be in contact with inclined roof 5, plays the role of supporting inclined roof 5.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding And modification, the scope of the present invention is defined by the appended.

Claims (4)

1. a kind of residential architecture structural system suitable for industrialized production, including two groups of vertically disposed prefabricated steel columns (1), It is characterized by: being connected with steel I-beam (2) between prefabricated steel column (1) described in two groups, the i-shape steel beam (2) includes upper Crossbeam, vertical beam and lower beam, wherein vertical beam connection upper beam and lower beam, the end of prefabricated steel column (1) described in two groups are opened Have link slot (11), the left and right ends of the lower beam of the steel I-beam (2) are equipped with the compatible girder steel with link slot (11) and connect It connects node (21), the lower beam of the steel I-beam (2) is overlapped on link slot (11) by steel beam connecting joint (21), described The roof stringer (4) for undertaking inclined roof (5) longitudinal load, institute are connected with by steel connector (3) at the top of steel I-beam (2) It states and is equipped with inclined roof (5) compatible inclined connecting node (22) at the upper beam left and right ends of steel I-beam (2), it is described The circumferential surface of roof stringer (4) is connected by three groups of steel connectors (3) with inclined roof (5), and pre-manufactured steel described in two groups is vertical It is formed by space operation between column (1) to be connected with light board wall body (6), the lower beam and lightweight of the steel I-beam (2) Batten wall (6) connection is equipped with two groups of L shape connection buckles (7), and L shape connection buckle (7) is located at light board wall body (6) Left and right ends, be equipped with rock wool filling part (8) between L shape connection buckle (7) described in two groups.
2. a kind of residential architecture structural system suitable for industrialized production according to claim 1, it is characterised in that: institute The bottom end for stating prefabricated steel column (1) is socketed with the prefabricated reinforced concrete link block (12) that earth's surface is arranged in, and prefabricated steel column (1) it is connect between prefabricated reinforced concrete link block (12) by fastening foundation bolt (14), the prefabricated reinforced concrete Link block (12) bottom is connected with the embedded sleeve barrel (13) for being embedded in underground.
3. a kind of residential architecture structural system suitable for industrialized production according to claim 2, it is characterised in that: institute The top and earth's surface for stating embedded sleeve barrel (13) are located at same level.
4. a kind of manufacturing method suitable for the residential architecture structural system of industrialized production as described in claim 1, special Sign is: specific step is as follows:
S1: after first flattening building site, embedded sleeve barrel (13) is placed in the pit-hole dug out in earth's surface, and in pre-buried set The internal criss-cross wiretie of cylinder (13), then casting concrete, and prefabricated reinforced concrete link block (12) are fixed On embedded sleeve barrel (13);
S2: prefabricated steel column (1) is fixed on prefabricated reinforced concrete link block (12) by fastening foundation bolt (14), and Steel I-beam (2) are overlapped between two groups of prefabricated steel columns (1);
S3: welding steel connector (3) at the top of steel I-beam (2) upper beam, keeps the top of steel connector (3) and roof vertical Beam (4) connects;
S4: inclined roof (5) are mounted in the inclined connecting node (22) of steel I-beam (2) left and right ends, wherein in inclined Roof (5) and the upper beam joint of steel I-beam (2) are fixed using angle steel welding;
S5: the steel connector (3) of appropriate length is selected, and steel connector (3) is fixed by welding in roof stringer (4) Circumferential surface on, so that the other end of steel connector (3) is in contact with inclined roof (5), play support inclined roof (5) Effect.
CN201610886991.7A 2016-10-11 2016-10-11 A kind of residential architecture structural system and its method of construction suitable for industrialized production Expired - Fee Related CN106284644B (en)

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Publication number Priority date Publication date Assignee Title
CN106988464A (en) * 2017-04-20 2017-07-28 贵州蓝图新材料股份有限公司 A kind of ardealite is combined flat floor
CN107268779A (en) * 2017-07-21 2017-10-20 宝钢建筑系统集成有限公司 A kind of batten steel house
CN107268776B (en) * 2017-07-21 2024-01-26 上海宝钢建筑工程科技有限公司 Slat wall house with roof truss
CN107435375B (en) * 2017-10-11 2023-04-28 庞众 Civil assembled building

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JP2000303556A (en) * 1999-04-19 2000-10-31 Hiroaki Kikuchi Framework construction method using laminated wood
CN1893815A (en) * 2003-12-18 2007-01-10 大出武久 Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse
CN103790239A (en) * 2014-02-17 2014-05-14 沈阳建筑大学 Light inner wall and I-steel beam connection piece
CN104452967A (en) * 2014-11-28 2015-03-25 北京东方昊炅科技发展有限公司 Ecological wooden house system
CN204456958U (en) * 2015-02-02 2015-07-08 北京赛博思建筑设计有限公司 Local delamination assembling type steel structure low story dwelling structure
CN204940536U (en) * 2015-08-25 2016-01-06 湖北金义实业有限公司 A kind of rapid assembling house adopting light composite wallboard and lightweight steel construction
CN205421657U (en) * 2016-02-03 2016-08-03 重庆子韩园林景观设计有限公司 Supporting structure of wood structure building roof modelled after an antique

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JP2000303556A (en) * 1999-04-19 2000-10-31 Hiroaki Kikuchi Framework construction method using laminated wood
CN1893815A (en) * 2003-12-18 2007-01-10 大出武久 Structure used as roof assembly of greenhouse, roof assembly of greenhouse, greenhouse, and framework construction method for greenhouse
CN103790239A (en) * 2014-02-17 2014-05-14 沈阳建筑大学 Light inner wall and I-steel beam connection piece
CN104452967A (en) * 2014-11-28 2015-03-25 北京东方昊炅科技发展有限公司 Ecological wooden house system
CN204456958U (en) * 2015-02-02 2015-07-08 北京赛博思建筑设计有限公司 Local delamination assembling type steel structure low story dwelling structure
CN204940536U (en) * 2015-08-25 2016-01-06 湖北金义实业有限公司 A kind of rapid assembling house adopting light composite wallboard and lightweight steel construction
CN205421657U (en) * 2016-02-03 2016-08-03 重庆子韩园林景观设计有限公司 Supporting structure of wood structure building roof modelled after an antique

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