WO2016086481A1 - Structure de maison et procédé de construction associé - Google Patents

Structure de maison et procédé de construction associé Download PDF

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Publication number
WO2016086481A1
WO2016086481A1 PCT/CN2014/095403 CN2014095403W WO2016086481A1 WO 2016086481 A1 WO2016086481 A1 WO 2016086481A1 CN 2014095403 W CN2014095403 W CN 2014095403W WO 2016086481 A1 WO2016086481 A1 WO 2016086481A1
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WO
WIPO (PCT)
Prior art keywords
wall
steel
retaining wall
fixedly connected
keel
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PCT/CN2014/095403
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English (en)
Chinese (zh)
Inventor
武发德
尹稷华
杨秀红
宫大壮
易艳丽
范一欢
段慧莹
王林伟
季宇
郭海峰
Original Assignee
北新集团建材股份有限公司
北新房屋有限公司
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Application filed by 北新集团建材股份有限公司, 北新房屋有限公司 filed Critical 北新集团建材股份有限公司
Publication of WO2016086481A1 publication Critical patent/WO2016086481A1/fr

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    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/58—Connections for building structures in general of bar-shaped building elements

Definitions

  • the invention relates to the field of integrated house technology, in particular to a house structure and a construction method thereof.
  • the steel structure system is a steel building structural member, such as H-shaped steel, which is a residential building system with basic load-bearing members. Since the structural system is composed of, for example, H-shaped steel, the structural system has a large amount of steel and a high cost.
  • the thin steel structure system is a residential building system with a thin steel plate structure as the basic load-bearing member.
  • the structural system uses a thin steel plate structure as the basic load-bearing member, and its steel consumption is relatively small, but its stability is lower than that of the steel structure system.
  • an object of the present invention is to provide a connection structure of a house that solves the above problems and a construction method thereof.
  • the invention provides a house structure, characterized in that the house structure comprises a main body structure and a plurality of roof truss structures;
  • the main structure comprises a steel column fixedly connected to a steel beam between two steel columns, the work steel beam comprises a side work steel beam and a middle work steel beam; An inner wall between the central structural steel beams, an outer wall located outside the steel column and the side-shaped steel beam and spaced apart from the steel column by a first predetermined distance; the inner wall including an inner wall Cold-formed thin-walled C-shaped steel keel, the outer wall comprising an outer wall cold-formed thin-walled C-shaped steel keel; the steel column and the outer wall being fixedly connected with the foundation beam or the floor slab;
  • the roof truss structure includes a lower chord, a upper chord, a base web, a first connecting member, and a second connecting member;
  • the base web is disposed at an intersection of the lower chord and the middle-shaped steel beam, the lower chord and The middle-shaped steel beam at the intersection point And being fixedly connected by the first connecting member;
  • the second connecting member is configured to connect the end of the lower chord, the side-shaped steel beam and the outer wall.
  • the web of the basic web is fixedly connected to the side plate of the lower string by a bolt; and the first joint is fixedly connected at the intersection of the middle beam and the lower string
  • the first A connecting member includes a first plate member having a concave flat plate structure and a second plate member having a rectangular flat plate structure, the first plate member of the first connecting member being fixedly coupled to the side plate of the lower string and the first plate
  • the recess of the piece corresponds to the position of the lower end of the base web and the lower chord.
  • the second plate of the first connector is fixedly coupled to the upper flange of the central steel beam.
  • the second connecting member is fixedly connected, and the second connecting member comprises a first plate member and a second plate each having a rectangular flat plate structure. a plate member, the first end of the first plate member is fixedly connected to a portion of the first end of the second plate member; the first plate member of the second connecting member is fixedly connected to the side plate of the lower string, One end of the second plate adjacent to the first plate member is fixedly connected with the upper flange plate of the side I-beam, away from the end of the first plate and the keel of the outer wall end Or the wooden side is fixedly connected.
  • the adjacent base webs are evenly disposed with N auxiliary webs parallel to the base webs, wherein N is an integer greater than zero; the auxiliary webs are cold-formed thin-walled C-shaped steel Connected between the lower chord and the upper chord; the value of N is positively related to the distance between adjacent steel beams;
  • N auxiliary abutments parallel to the base webs are evenly disposed, wherein N is an integer greater than zero; the auxiliary webs are cold-formed thin-walled C-shaped steel Connected between the lower chord and the upper chord; the value of N is positively related to the distance between adjacent steel beams; adjacent auxiliary ribs are also connected to each other Between the lower chord and the upper chord, two oblique webs forming a chevron shape, or adjacent ones of the auxiliary webs are provided with a diagonal web connected between the lower chord and the upper chord and each oblique belly The angle of inclination of the rods is not exactly the same.
  • the steel column is provided with the outer wall on the outer side: the main structure further comprises a retaining wall disposed on an outer side of the steel column and spaced apart from the steel column by a second predetermined distance;
  • the retaining wall comprises two retaining wall keels respectively located at two ends of the retaining wall and a gypsum board connected to the outer side of the flange plate of the retaining wall keel, the retaining wall keel being a cold-formed thin-walled C-shaped steel
  • the retaining wall is vertically connected to the inner wall or the outer wall, the web of the keel of the retaining wall of the retaining wall is fixedly connected with the inner wall or the outer wall;
  • the flange plate of the keel of the retaining wall in one wall is fixedly connected with the web of the keel of the retaining wall in the other retaining wall.
  • the steel column is provided with the inner wall on the outer side: the main body structure further comprises a retaining wall disposed on an outer side of the steel column and spaced apart from the steel column by a third predetermined distance, the circumference
  • the retaining wall includes the keel of the retaining wall;
  • the retaining wall perpendicular to the inner wall includes a retaining wall keel, and the web of the retaining wall keel is fixedly connected to the inner wall;
  • a retaining wall parallel to the inner wall includes two retaining wall keels respectively located at two ends of the retaining wall, the two enclosures
  • the outer side of the wall keel is fixed with a gypsum board, and the web of the keel of the retaining wall parallel to the inner wall and the flange of the keel of the retaining wall perpendicular to the inner wall of the inner wall are fixedly connected to the gypsum board
  • the board, wherein the wall keel is a cold-formed thin-walled C-shaped steel.
  • the length of the upper flange plate is in the range of 300 to 400 mm
  • the length of the web is in the range of 300 to 400 mm
  • the thickness is in the range of 10 to 20 mm.
  • the steel column is a square steel column
  • the length of the side length of the section is in the range of 300 to 400 mm
  • the length of the web of the cold-formed thin-walled C-shaped steel keel of the inner wall is in the range of 70 to 80 mm.
  • the length of the web of the cold-formed thin-walled C-shaped steel keel of the outer wall is in the range of 80 to 100 mm.
  • the first preset distance or the second preset distance or the third preset distance ranges from 5 to 100 mm.
  • the present invention also provides a method for constructing the above-mentioned house structure, which comprises a main body structure construction method and a roof frame structure construction method;
  • the main structure construction method includes:
  • Step 101 fixing a steel column and a foundation beam
  • Step 102 fixing a connecting steel beam between the steel columns
  • Step 103 The outer wall is disposed on the outer side of the steel column at a first predetermined distance from the steel column, and the outer wall is fixedly connected with the foundation beam or the floor beam, and the structural steel beam is fixed Install the interior wall;
  • Step 104 installing a retaining wall on the outer side of the steel column
  • the method for constructing the roof truss structure comprises:
  • Step 201 determining the number M of the middle I-beams spanned at the installation position of the truss structure, according to the M central I-beams and the two side I-beams spanned by the truss at the installation node
  • the position determines the M bolt positions on the lower chord to be connected to the basic web, the M bolt positions are marked on the side plates of the lower chord, and M foundations are sequentially installed by bolts at the M bolt positions of the lower chord a web, the upper end of the M basic webs is fixedly connected to the upper string by bolts;
  • Step 202 lifting the roof truss structure to the top of the main structure
  • Step 203 the M first connecting members are sequentially installed at the M bolt positions, the first plate of the first connecting member is fixedly connected with the lower chord side plate and the recessed portion corresponds to the bolt Positioning, the second plate member of the first connecting member is fixedly connected to the middle I-beam;
  • Step 204 the two second connecting members are respectively installed at the side I-beam, the first plate of the second connecting member is fixedly connected with the side plate of the lower string, and the second connecting member is One end of the second plate adjacent to the first plate member is fixedly connected with the upper flange plate of the side I-beam, and the second plate of the second connector is away from the first One end of the plate is fixedly connected to the keel or wood at the upper end of the wall.
  • the web of the keel of the retaining wall in the retaining wall that is to be vertically connected to the outer wall is fixedly connected with the outer wall, and the two walls are protected.
  • the flange plate of the keel of the surrounding wall of the surrounding wall is fixedly connected with the web of the keel of the surrounding wall of the other surrounding wall.
  • the present invention uses a combination of a heavy steel steel column and a light-steel wall keel of a cold-formed thin-walled steel to achieve the effect of saving steel and facilitating installation while ensuring the stability and load-bearing capacity of the main structure.
  • the steel column and the outer wall are fixedly connected with the foundation beam or the floor beam, but there is no connection between the two, which obviously improves the convenience of construction.
  • the steel columns and the outer walls that play the main supporting role do not affect each other.
  • the integrated house provided by the present invention does not cause the deformation of the outer wall due to the distortion of the steel column due to the earthquake, thereby increasing the stability of the house. During the major earthquake, the collapse of the house was delayed and the escape time was extended.
  • the intersection point of the I-beams traversed by the roof truss and the roof truss is taken as the main node, and the webs fixedly connected with the lower chords by bolts are arranged on the joints, and concave plates which can avoid the bolts are provided.
  • the first plate member of the first connecting member the lower string is fixedly connected to the I-beam at the node by the first connecting member.
  • the bolts on the joint for connection with the web are cleverly avoided by the recessed position in the concave plate member, so that the above-mentioned nodes become effective nodes for forming a stable support.
  • a second connecting member for fixing the end of the truss is designed, and the truss end, the structural steel beam and the outer wall are effectively fixed, so that the truss and the main body
  • the connection of the structure is stable, strong and beautiful.
  • the invention effectively improves the installation convenience of the main structure and the roof truss and the stability of the connection between the truss and the main structure while ensuring the stability and the bearing capacity.
  • FIG. 1 is a schematic structural view of a house structure 100
  • FIG. 2 is a schematic view showing the connection structure of the truss structure 20 and the I-beam 2 of the main structure 10;
  • Figure 3a is a schematic structural view of the first connecting member 20a
  • Figure 3b is a schematic structural view of the second connecting member 20b
  • Figure 4 is a schematic view of the structural node of the steel column 1 at the corner of the house and the outer wall;
  • Figure 5 is a schematic view showing the structural node of the steel column 1 at the middle of the outer wall of the house and the outer wall;
  • Figure 6 is a schematic view of the structural node of the steel column 1 at the middle of the house and the inner wall 3;
  • FIG. 7 is a flow chart of a method of constructing a building structure 100.
  • the main idea of the invention is to use a combination of a heavy steel steel column and a light-steel wall keel of cold-formed thin-walled steel to fix the steel column and the outer wall to the foundation beam or the floor beam, but between the two No connection, while ensuring the stability and load-bearing capacity of the main structure, the installation is convenient.
  • FIG. 1 is a schematic structural view of a house structure 100.
  • the house structure 100 includes a main structure 10 and a plurality of truss structures 20.
  • the main structure 10 comprises a steel column 1, a steel beam 2 fixedly connected between two steel columns 1, an inner wall 3 between the steel column 1 and the steel beam, an outer part of the steel column 1 and a steel column 1 an outer wall 4 spaced apart by a predetermined distance;
  • the steel beam 20 comprises a side-shaped steel beam 21 and a middle-shaped steel beam 22;
  • the inner wall 3 comprises an inner wall cold-formed thin-walled C-shaped steel keel, and the outer wall 4 includes an outer wall The wall is cold-formed thin-walled C-shaped steel keel;
  • the steel column 1 and the outer wall 4 are fixedly connected with the foundation beam or the floor beam.
  • the truss structure 20 includes a lower chord 201, an upper chord 202, a basic web 203, a first connecting member 20a, and a second connecting member 20b.
  • the basic web 203 is disposed at an intersection of the lower chord 201 and the central steel beam 22, and the lower chord 201 is
  • the central structural steel beam (22) is fixedly connected at the intersection point by the first connecting member (20a); the second connecting member 20b is for connecting the end of the lower chord 201, the side-shaped steel beam 21 and the outer wall 4.
  • the steel column 1 may be a heavy steel column such as a steel column or a rectangular steel column.
  • each component in the house structure 100 can be set according to the bearing capacity of the house.
  • a typical example is as follows: when the steel column 1 is a steel column, the length of the flange plate on the section is in the range of 300 to 400 mm, and the web The length is in the range of 300 to 400 mm and the thickness is in the range of 10 to 20 mm; when the steel column 1 is a square steel column, the length of the upper side of the section is in the range of 300 to 400 mm.
  • the length of the web of the cold-formed thin-walled C-shaped steel keel of the inner wall is in the range of 70 to 80 mm, and the length of the web of the cold-formed thin-walled C-shaped steel keel of the outer wall is in the range of 80 to 100 mm.
  • the number of the basic webs 203 is at least one, and the number shown in the drawings is for illustrative purposes only.
  • the number of the base webs 203 in the specific application may be set according to the span of the roof truss.
  • the first connecting member 20a includes a first plate member having a concave flat plate structure and a second plate member having a rectangular flat plate structure, at a point of intersection of the central work steel beam 22 and the lower chord 201.
  • the first plate member of a connecting member 20a is fixedly coupled to the side plate of the lower chord 201 and the recessed portion of the first plate member corresponds to the position of the bolt connecting the lower end of the base web 203 and the lower chord 201, the second of the first connecting member 20a
  • the plate member is fixedly coupled to the upper flange plate of the central work steel beam 22.
  • the truss connector 20a includes a first plate 31 that is a concave flat plate structure and a second plate member 32 that is a rectangular flat plate structure.
  • the first end 311 of the first plate member 31 is fixedly coupled to the first end 321 of the second plate member 32 and constitutes a right angle bent structure.
  • the first end 311 of the first plate member 31 is the same length as the first end 321 of the second plate member 32.
  • a through hole for connecting the side plates of the lower chord of the truss is provided on the first plate member 31, and a through hole for connecting the upper flange plate of the I-beam is provided on the second plate member 32.
  • the diameter of the through hole in the second plate member 32 is larger than the diameter of the through hole on the first plate member 31.
  • the fixed connection manner of the first plate member 31 and the second plate member 32 in the first connecting member 20a may be a welding manner or both.
  • the diameter of the through hole on the truss connector 20a can be set in various manners. A typical arrangement is as follows: the through hole of the side plate provided on the first plate for connecting the lower chord of the truss has a diameter of 5 mm, The through hole provided in the second plate member for connecting the upper flange plate of the I-beam is 14 mm in diameter.
  • FIG. 3 is a schematic structural view of the second connecting member 20b, and the second connecting member 20b includes a first plate member 41 and a second plate member 42 of a rectangular flat plate structure, the first end of the first plate member 41 is fixedly connected to a portion of the first end of the second plate member 42; the second connecting member 20b is A plate member 41 is fixedly connected to the side plate of the lower chord 201.
  • One end of the second plate member 42 adjacent to the first plate member 41 is fixedly connected with the upper flange plate of the side I-beam 21, away from the end of the first plate member. It is fixedly connected with the keel or wooden side at the upper end of the outer wall 4.
  • an auxiliary web is placed between adjacent base webs 203.
  • the auxiliary web can be set in one of the following ways:
  • N adjacent auxiliary webs 203 are evenly disposed with N auxiliary webs parallel to the base web 203, wherein N is an integer greater than zero; the auxiliary web is cold-formed thin-walled C-shaped steel, connected Between the lower chord 201 and the upper chord 202; the value of N is positively related to the distance between adjacent steel beams 1;
  • N adjacent auxiliary webs 203 are evenly disposed with N auxiliary webs parallel to the base web 203, wherein N is an integer greater than zero; the auxiliary web is cold-formed thin-walled C-shaped steel, connected Between the lower chord 201 and the upper chord 202; the value of N is positively related to the distance between adjacent steel beams 1; adjacent auxiliary louvers are also disposed between the lower chord 20 and the upper chord 21 Two oblique webs constituting the chevron shape, or a diagonal web connected between the lower string 20 and the upper string 21 is disposed between the adjacent auxiliary webs, and the inclination angles of the diagonal webs are not completely the same.
  • the inner wall 3 comprises, in order, an inner wall cold-formed thin-walled C-shaped steel keel (embedded glass wool), a refractory gypsum board, a water-resistant putty, and a paint.
  • the outer wall 4 includes: an outer wall cold-formed thin-walled C-shaped steel keel (embedded glass wool), a structural plate, a vapor-proof moisture-proof membrane, an insulation board, a vertically ventilated wooden keel, and an outer wall hanging board.
  • the main structure 10 will be described in detail below through three embodiments.
  • Figure 4 is a schematic view of the structural nodes of the steel column 1 and the outer wall when it is located at the corner of the house.
  • the outer wall 4 is provided on both sides of the steel column 1.
  • a wall 5 is provided outside the other two sides of the steel column 1.
  • the second preset distance can be set according to actual needs, for example, the setting can be selected between 5-100 mm.
  • Each of the retaining walls 5 includes two retaining wall keels 51 respectively located at both ends of the retaining wall 5 and a gypsum board attached to the outer side of the flange plate of the retaining wall keel 51.
  • the retaining wall keel 51 is a cold-formed thin wall. C-shaped steel.
  • the web of the keel 51 of the retaining wall 5 which is perpendicularly connected to the outer wall 4 is fixedly connected with the outer wall 4, the intersection of the two retaining walls 5, and the flange of the keel 51 of the retaining wall 5
  • the plate is fixedly connected to the web of the keel 51 of the other retaining wall 5.
  • Fig. 5 is a schematic view showing the structural nodes of the steel column 1 and the outer wall when the steel column 1 is located in the middle of the outer wall of the house.
  • An outer wall 4 is disposed outside one side of the steel column 1.
  • a wall 5 is provided outside the other three sides of the steel column 1.
  • the second preset distance can be set according to actual needs, for example, the setting can be selected between 5-100 mm.
  • Each of the retaining walls 5 includes two retaining wall keels 51 respectively located at both ends of the retaining wall 5 and a gypsum board attached to the outer side of the flange plate of the retaining wall keel 51.
  • the retaining wall keel 51 is a cold-formed thin wall. C-shaped steel.
  • the web of the keel 51 of the retaining wall 5 which is perpendicularly connected to the outer wall 4 is fixedly connected with the outer wall 4, the intersection of the two retaining walls 5, and the flange of the keel 51 of the retaining wall 5
  • the plate is fixedly connected to the web of the keel 51 of the other retaining wall 5.
  • Figure 6 is a schematic view of the structural node of the steel column 1 at the middle of the house and the inner wall 3.
  • the inner wall 3 is respectively provided in the middle of the two side faces of the steel column 1.
  • the four retaining walls 5 perpendicular to the inner wall 3 each include a retaining wall keel 51.
  • the retaining wall keel 51 is a cold-formed thin-walled C-shaped steel, and the web of the retaining wall keel 51 is fixedly connected to the inner wall 3.
  • the two retaining walls 5 parallel to the inner wall 3 each include two retaining wall keels 51 respectively located at two ends of the retaining wall 5, and the outer sides of the two retaining wall keels 51 are fixed with plaster
  • the plate, parallel to the web 5 of the inner wall 3, and the web of the keel 51 which is perpendicular to the inner wall 3 of the inner wall 3 are fixedly connected to the gypsum board.
  • the third preset distance can be set according to actual needs, for example, the setting can be selected between 5-100 mm.
  • the third preset distance between each of the retaining walls 5 and the steel column 1 may be the same or different.
  • the length of the web of the retaining wall keel 51 is smaller than the length of the web of the cold-formed thin-walled C-shaped steel keel of the inner wall or the length of the web of the cold-formed thin-walled C-shaped steel keel of the outer wall.
  • FIG. 7 is a flow chart of a method of constructing a building structure 100.
  • the construction method includes a main structure construction method and a roof structure construction method;
  • the main structure construction method includes:
  • Step 101 the steel column 1 is fixedly connected to the foundation beam
  • Step 102 fixedly connecting the steel beam 2 between the steel columns 1;
  • Step 103 the outer wall 4 is disposed on the outer side of the steel column 1 at a predetermined distance from the steel column 1, and the outer wall 4 is fixedly connected with the foundation beam or the floor beam, and the inner wall is installed between the steel beams 2 3;
  • Step 104 installing a retaining wall 5 on the outer side of the steel column 1;
  • the truss structure construction method includes:
  • Step 201 determining the number M of the middle I-beams 22 spanned at the installation location of the truss structure 20, according to the M central I-beams 22 and the two side I-beams 21 spanned by the truss at the installation node
  • the position determines the M bolt positions on the lower chord 201 to be connected to the base web 203, the M bolt positions on the side plates of the lower chord 201, and the M base webs 203 in the middle of the M bolt positions of the lower chord.
  • the upper ends of the M basic webs are fixedly connected to the upper chords 202 by bolts;
  • Step 202 lifting the truss structure 20 to the top of the main structure 10;
  • Step 203 the M first connecting members 20a are sequentially installed at M bolt positions, the first plate member of the first connecting member 20a is fixedly connected with the side plates of the lower chord 201 and the recessed portion corresponds to the bolt position, and the first The second plate of the connecting member 20a is fixedly connected to the middle I-beam 22;
  • Step 204 the two second connecting members 20b are respectively installed at the side I-beam 21, and the first plate of the second connecting member 20b is fixedly connected with the side plate of the lower chord 201, and the second connecting member 20b is One end of the second plate adjacent to the first plate member is fixedly connected with the upper flange plate of the side I-beam 21, and the end of the second plate member of the second connecting member 20b away from the first plate member and the wall The upper end of the keel or the wooden side is fixedly connected.
  • the present invention uses a combination of a heavy steel steel column and a light-steel wall keel of cold-formed thin-walled steel to ensure the main body At the same time of structural stability and load-bearing capacity, it saves steel and is easy to install.
  • the steel column and the outer wall are fixedly connected with the foundation beam or the floor beam, but there is no connection between the two, which obviously improves the convenience of construction.
  • the steel columns and the outer walls that play the main supporting role do not affect each other.
  • the integrated house provided by the present invention does not cause the deformation of the outer wall due to the distortion of the steel column due to the earthquake, thereby increasing the stability of the house. During the major earthquake, the collapse of the house was delayed and the escape time was extended.
  • the intersection point of the I-beams traversed by the roof truss and the roof truss is taken as the main node, and the webs fixedly connected with the lower chords by bolts are arranged on the joints, and concave plates which can avoid the bolts are provided.
  • the first plate member of the first connecting member the lower string is fixedly connected to the I-beam at the node by the first connecting member.
  • the bolts on the joint for connection with the web are cleverly avoided by the recessed position in the concave plate member, so that the above-mentioned nodes become effective nodes for forming a stable support.
  • a second connecting member for fixing the end of the truss is designed, and the truss end, the structural steel beam and the outer wall are effectively fixed, so that the truss and the main body
  • the connection of the structure is stable, strong and beautiful.
  • the invention effectively improves the installation convenience of the main structure and the roof truss and the stability of the connection between the truss and the main structure while ensuring stability and load bearing capacity.
  • the specific dimensional values of the members listed in the present invention are exemplary values, and the dimensional parameters of the different members may be different in actual engineering depending on the building construction requirements.
  • the invention adopts the combination of the heavy steel steel column and the light steel wall keel of the cold-formed thin-walled steel, and achieves the effect of saving steel and convenient installation while ensuring the stability and load-bearing capacity of the main structure.
  • both the steel column and the outer wall are fixedly connected with the foundation beam or the floor beam, but there is no connection between the two, especially in the case of natural disasters such as earthquakes, the steel column and the outer wall which play the main supporting role do not affect each other. , which increases the stability of the house. During the major earthquake, the collapse of the house was delayed and the escape time was extended.
  • a second connecting member for fixing the end of the truss is designed for the special configuration of the steel column and the outer wall, and the truss end portion, the structural steel beam and the outer wall are effectively fixed, so that the truss and the main structure are The connection is stable, sturdy and beautiful.

Abstract

La présente invention concerne une structure de maison et un procédé de construction associé. La structure de maison comprend une structure principale (10) et une pluralité de structures de ferme (20). La structure principale (10) comprend des colonnes d'acier (1), des poutres d'acier en forme de H (2), des parois intérieures (3) et des parois extérieures (4). Chaque structure de ferme (20) comprend une membrure inférieure (201), une membrure supérieure (202), un contrevent de base (203), un premier connecteur (20a) et un deuxième connecteur (20b). Le contrevent de base (203) est agencé au niveau d'un point d'intersection de la membrure inférieure (201) et d'une poutre d'acier à section en H centrale (22) et est relié fixement à la poutre d'acier à section en H centrale (22) au moyen du premier connecteur (20a). Le deuxième connecteur (20b) est utilisé pour relier la partie d'extrémité de la membrure inférieure (201), la poutre d'acier à section en H latérale (21) et la paroi extérieure (4). Le procédé de construction de la structure de maison comprend un procédé de construction de la structure principale et un procédé de construction de la structure de ferme. La structure de maison est pratique à installer et possède une stabilité et une capacité de charge améliorées.
PCT/CN2014/095403 2014-12-05 2014-12-29 Structure de maison et procédé de construction associé WO2016086481A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201410740829.5A CN104963408B (zh) 2014-12-05 2014-12-05 一种房屋结构及其构建方法
CN201410740829.5 2014-12-05

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WO2016086481A1 true WO2016086481A1 (fr) 2016-06-09

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PCT/CN2014/095403 WO2016086481A1 (fr) 2014-12-05 2014-12-29 Structure de maison et procédé de construction associé

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CN (1) CN104963408B (fr)
WO (1) WO2016086481A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108547397A (zh) * 2018-04-28 2018-09-18 重庆建工集团股份有限公司 冷弯薄壁型蒙皮复合抗震墙结构
CN109440996A (zh) * 2018-12-17 2019-03-08 山东集顶装饰科技有限公司 一种方便安装定位的轻钢龙骨
CN110453944A (zh) * 2019-08-28 2019-11-15 中铁建电气化局集团第三工程有限公司 轻钢体系装配式房屋
CN111259482A (zh) * 2020-01-23 2020-06-09 久瓴(上海)智能科技有限公司 安装节点确定方法、装置、计算机设备和存储介质

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108442402A (zh) * 2018-04-13 2018-08-24 中冶焦耐(大连)工程技术有限公司 一种干馏炉炭化室基础梁结构
CN108930418A (zh) * 2018-08-06 2018-12-04 惠康东 一种集成木屋
CN109162355A (zh) * 2018-09-20 2019-01-08 中冶天工（天津）装备制造有限公司 一种装配式钢结构模块化营地房屋建筑体系

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000144898A (ja) * 1998-11-10 2000-05-26 Susumu Shirai スチールハウス用接合金物及びスチールハウス用構造 材の接合構造
JP2001248258A (ja) * 1999-12-28 2001-09-14 Nippon Steel Corp 鋼製及び木造住宅における垂木の接合金物
JP2002013247A (ja) * 2000-06-27 2002-01-18 Daiwa House Ind Co Ltd スチール製小屋組トラス
CN1752366A (zh) * 2004-09-23 2006-03-29 万平华 一种用组装的方式建造建筑物的方法
CN102454222A (zh) * 2010-10-21 2012-05-16 上海钢之杰钢结构建筑有限公司 一种用于钢结构固定的连接件
CN102454224A (zh) * 2010-10-21 2012-05-16 上海钢之杰钢结构建筑有限公司 一种角钢连接件
CN203613653U (zh) * 2013-10-31 2014-05-28 北新集团建材股份有限公司 一种屋架墙体连接结构
CN103912063A (zh) * 2014-04-21 2014-07-09 张建忠 由预制板构建的装配式房屋体系
CN103981947A (zh) * 2014-05-14 2014-08-13 湖南绿广景观新材料有限公司 一种新型集成房结构
CN204475514U (zh) * 2014-12-05 2015-07-15 北新集团建材股份有限公司 一种房屋结构

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011052507A (ja) * 2009-09-04 2011-03-17 Daiwa House Industry Co Ltd 低層建築物
CN101748903B (zh) * 2009-12-31 2011-11-23 宝业集团浙江建设产业研究院有限公司 一种工业化低层住宅结构体系
CN103790231A (zh) * 2014-01-24 2014-05-14 成都常民世纪建筑科技有限公司 设有连续结构梁的轻钢屋架
CN203905531U (zh) * 2014-05-06 2014-10-29 北京筑福国际工程技术有限责任公司 农村装配式钢结构住宅体系
CN104179250B (zh) * 2014-08-18 2017-01-11 陕西昊兴房屋工程有限公司 一种轻质板材房屋体系及其构建方法

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000144898A (ja) * 1998-11-10 2000-05-26 Susumu Shirai スチールハウス用接合金物及びスチールハウス用構造 材の接合構造
JP2001248258A (ja) * 1999-12-28 2001-09-14 Nippon Steel Corp 鋼製及び木造住宅における垂木の接合金物
JP2002013247A (ja) * 2000-06-27 2002-01-18 Daiwa House Ind Co Ltd スチール製小屋組トラス
CN1752366A (zh) * 2004-09-23 2006-03-29 万平华 一种用组装的方式建造建筑物的方法
CN102454222A (zh) * 2010-10-21 2012-05-16 上海钢之杰钢结构建筑有限公司 一种用于钢结构固定的连接件
CN102454224A (zh) * 2010-10-21 2012-05-16 上海钢之杰钢结构建筑有限公司 一种角钢连接件
CN203613653U (zh) * 2013-10-31 2014-05-28 北新集团建材股份有限公司 一种屋架墙体连接结构
CN103912063A (zh) * 2014-04-21 2014-07-09 张建忠 由预制板构建的装配式房屋体系
CN103981947A (zh) * 2014-05-14 2014-08-13 湖南绿广景观新材料有限公司 一种新型集成房结构
CN204475514U (zh) * 2014-12-05 2015-07-15 北新集团建材股份有限公司 一种房屋结构

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108547397A (zh) * 2018-04-28 2018-09-18 重庆建工集团股份有限公司 冷弯薄壁型蒙皮复合抗震墙结构
CN109440996A (zh) * 2018-12-17 2019-03-08 山东集顶装饰科技有限公司 一种方便安装定位的轻钢龙骨
CN109440996B (zh) * 2018-12-17 2024-04-05 山东集顶装饰科技有限公司 一种方便安装定位的轻钢龙骨
CN110453944A (zh) * 2019-08-28 2019-11-15 中铁建电气化局集团第三工程有限公司 轻钢体系装配式房屋
CN111259482A (zh) * 2020-01-23 2020-06-09 久瓴(上海)智能科技有限公司 安装节点确定方法、装置、计算机设备和存储介质
CN111259482B (zh) * 2020-01-23 2022-11-25 久瓴(江苏)数字智能科技有限公司 安装节点确定方法、装置、计算机设备和存储介质

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