CN108018942A - A kind of light-gauge steel section integrated house frame and its building method - Google Patents
A kind of light-gauge steel section integrated house frame and its building method Download PDFInfo
- Publication number
- CN108018942A CN108018942A CN201711353003.3A CN201711353003A CN108018942A CN 108018942 A CN108018942 A CN 108018942A CN 201711353003 A CN201711353003 A CN 201711353003A CN 108018942 A CN108018942 A CN 108018942A
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- main body
- column
- edge columns
- edge
- basic framework
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 41
- 239000010959 steel Substances 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims description 46
- 210000001503 joint Anatomy 0.000 claims description 32
- 238000007789 sealing Methods 0.000 claims description 22
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 7
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 230000002742 anti-folding effect Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 25
- 238000009434 installation Methods 0.000 description 13
- 239000000758 substrate Substances 0.000 description 6
- 238000003466 welding Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000005728 strengthening Methods 0.000 description 4
- 210000003734 kidney Anatomy 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 230000035807 sensation Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4157—Longitudinally-externally threaded elements extending from the concrete or masonry, e.g. anchoring bolt with embedded head
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/32—Columns; Pillars; Struts of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H1/00—Buildings or groups of buildings for dwelling or office purposes; General layout, e.g. modular co-ordination or staggered storeys
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
-
- 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
- E04B1/19—Three-dimensional framework structures
- E04B2001/1993—Details of framework supporting structure, e.g. posts or walls
Abstract
The invention discloses a kind of light-gauge steel section integrated house frame and its building method.A kind of building method of light-gauge steel section integrated house frame, including：Two the first edge columns, two second edge columns opposite with two the first edge columns and two middle standing pillars between two the first edge columns and two the second edge columns are at least installed on ground；By installing some transverse beams and longitudinal beam in described two first edge columns, two the second edge columns and described two middle standing pillar upper ends, two basic framework units are formed；By installing one or two basic framework unit on the upper strata of described two basic framework units, building for light-gauge steel section integrated house frame is completed.The present invention builds efficient, and the house frame load-bearing capacity built is strong, anti-folding, and cost is low.
Description
Technical field
The present invention relates to house construction applications, more particularly to a kind of light-gauge steel section integrated house frame and its building method.
Background technology
The current house frame for building built temporarily is generally formed using brandreth or thicker welded steel, due to brandreth
With steel from heavy, add difficulty of construction, construction man-hour length, the frame built do not allow it is quick detachable, after dismounting is completed
The component of dismounting cannot be employed entirely in the house built next time, increase construction cost；Also have and built using light-gauge steel section
House, but the building structure load-bearing capacity built is weak, and easy bending, there are security risk.
The content of the invention
The purpose of the present invention is exactly to overcome the above-mentioned problems of the prior art, there is provided a kind of light-gauge steel section integrated house
The building method of room frame, builds efficient, and the house frame load-bearing capacity built is strong, anti-folding.
It is a further object of the present invention to provide a kind of light-gauge steel section integrated house frame.
In order to realize the first object of the present invention, there is provided following technical scheme：
A kind of building method of light-gauge steel section integrated house frame, including：Two the first sides are at least installed on ground to stand
Column, two second edge columns opposite with two the first edge columns and positioned at two the first edge columns and two the second edge columns
Between two middle standing pillars；By being stood in described two first edge columns, two the second edge columns and described two centres
Some transverse beams and longitudinal beam are installed in column upper end, form two basic framework units；By in described two basic framework units
Upper strata one or two basic framework unit is installed, complete building for light-gauge steel section integrated house frame.
Wherein, two basic framework units of the formation include：The first edge column upper end and middle standing pillar upper end it
Between, be spirally connected a transverse beam respectively between the second edge column upper end and middle standing pillar upper end；Two the first edge column upper ends it
Between be spirally connected a first longitudinal direction beam；Be spirally connected a second longitudinal direction beam between two the second edge column upper ends；Stood two centres
Be spirally connected a shared longitudinal beam between column upper end；And between first longitudinal direction beam and shared longitudinal beam, second longitudinal direction beam and altogether
Enjoy the more lateral line bars that are spirally connected between longitudinal beam.
Preferably, first edge column, the second edge column and middle standing pillar include：Column main body；It is separately mounted to
Two column butt joint bases on the inside of the column main body top and bottom；Wherein, the column main body is symmetrically arranged by two
Column main body section bar is formed；The column main body section bar folds one or two angular reinforcing rib by its middle part, and its both ends to
The thin wall type steel plate that infolding goes out bar shaped reinforcing rib is made；After the bar shaped reinforcing rib of two column main body section bars is fixedly connected
Form column main body.
Wherein, the basic framework unit positioned at upper strata is realized with the basic framework unit positioned at lower floor by column butt joint base
Connection, the column butt joint base include：The screw sleeve passed through for screw rod；For installed in the screw sleeve top and bottom
Screw sleeve positioning plate, has the pole perforating hole with screw sleeve perforation；Wherein, screw rod passes through the column butt joint base of the upper and lower
Screw sleeve after fastened with nut.
Wherein, the basic framework unit positioned at bottom is installed on ground by the realization that is spirally connected of column butt joint base and pedestal
On, the pedestal includes：Upright post base, it has the base screw rod for being used for being spirally connected with the column butt joint base；Stood with described
The seat footing that column base is spirally connected, the seat footing are used to be embedded in ground；Wherein, the base screw rod passes through column butt joint base
Screw sleeve after fastened with nut.
Preferably, the transverse beam includes：Transverse beam main body；It is fixedly mounted on the first end at the transverse beam main body both ends
Mouth sealing plate；Two horizontal floor brackets being symmetrically mounted at left and right sides of the transverse beam main body, for installing floor；Wherein,
The first port sealing plate on the outside of the upper end of the column main body with being spirally connected；Wherein, the transverse beam main body is close to first end
The gathering hole that is spirally connected is equipped with the position of mouth sealing plate；Wherein, the transverse beam main body has two symmetrically arranged transverse beam main bodys
Section bar；The thin wall type steel plate that the transverse beam main body section bar is folded bar shaped reinforcing rib by its inward at both ends is made；By by two
The bar shaped reinforcing rib of transverse beam main body section bar forms transverse beam main body after being fixedly connected.
Preferably, the first longitudinal direction beam, second longitudinal direction beam and shared longitudinal beam include：Longitudinal beam main body；Fixed peace
Second port sealing plate mounted in the longitudinal beam main body both ends；The multiple rows being symmetrically mounted at left and right sides of the longitudinal beam main body
Strip holder, for installing lateral line bar；Wherein, the second port sealing plate on the outside of the upper end of the column main body with being spirally connected；Wherein,
The longitudinal beam main body is being equipped with the gathering hole that is spirally connected at the position of second port sealing plate；Wherein, the longitudinal beam main body tool
There are two symmetrically arranged longitudinal beam main body section bars；The longitudinal beam main body section bar folds bar shaped reinforcing rib by its inward at both ends
Thin wall type steel plate is made；By forming longitudinal beam main body after the bar shaped reinforcing rib of two longitudinal beam main body section bars is fixedly connected.
Further, also set up and be used for and the longitudinal beam main body and transverse beam main body on the outside of the upper end of the column main body
The collar tie beam overlap joint frame being spirally connected.
Preferably, the lateral line bar includes：Lateral line bar main body；It is symmetrically mounted on described lateral line bar main body or so two
The horizontal floor bracket of two of side, for installing floor；Wherein, the both ends of the lateral line bar main body are overlapped on positioned at its both sides
Longitudinal beam main body row strip holder on；Wherein, the lateral line bar main body is folded the thin-walled of bar shaped reinforcing rib by its inward at both ends
Shape steel plate is made；By forming lateral line bar main body after the bar shaped reinforcing rib at both ends is fixedly connected.
In order to realize another object of the present invention, there is provided following technical scheme：
A kind of light-gauge steel section integrated house frame, including：At least two first edge columns on ground, with two
Two opposite the second edge columns of first edge column and two between two the first edge columns and two the second edge columns
A middle standing pillar；Installed in described two first edge columns, two the second edge columns and described two middle standing pillar upper ends
Some transverse beams and longitudinal beam, for being stood with described two first edge columns, two the second edge columns and described two centres
Column forms two basic framework units；One or two basic framework list installed in described two basic framework unit upper stratas
Member.
Beneficial effects of the present invention embody in the following areas：
1) present invention is converted into the component with reinforcing rib using thin wall type steel plate, from heavy and light, mitigates the dosage of steel, saves money
Source；
2) present invention is strong using the house frame load-bearing capacity that the component with reinforcing rib made of light-gauge steel section is built, knot
Structure is stablized, anti-folding；
3) using being threadedly coupled between component of the invention, connection is quick and detachable, and component is reusable, saves into
This.
Brief description of the drawings
Fig. 1 is the structure diagram that the present invention has two layers of house frame；
Fig. 2 a are that one layer of house frame of the present invention has the structure diagram of a basic framework unit；
Fig. 2 b are that one layer of house frame of the present invention has the structure diagram of multiple basic framework units；
Fig. 3 a are the structure diagrams of one embodiment of column of the present invention；
Fig. 3 b are the structure diagrams of the column main body section bar in one embodiment of column of the present invention；
Fig. 4 is the structure diagram of the column butt joint base of one embodiment of column of the present invention；
Fig. 5 a are that the column of one embodiment of column of the present invention connects schematic diagram；
Fig. 5 b are the half sectional views shown in Fig. 5 a；
Fig. 6 is the schematic diagram that connects of two column butt joint bases of one embodiment of column of the present invention；
Fig. 7 is the structure diagram of another embodiment of column of the present invention；
Fig. 8 is the structure diagram of the column butt joint base of another embodiment of column of the present invention；
Fig. 9 is the structure diagram of the pedestal of the present invention；
Figure 10 is the exploded view shown in Fig. 9；
Figure 11 is the structure diagram that base shell and bottom plate are fixed together；
Figure 12 is the structure diagram of screw rod frame；
Figure 13 a are the structure diagrams of the transverse beam of the present invention；
Figure 13 b are the structure diagrams of the transverse beam main body section bar (installing horizontal floor bracket thereon) of the present invention；
Figure 14 a are the structure diagrams of the longitudinal beam of the present invention；
Figure 14 b are the structure diagrams of the longitudinal beam main body section bar of the present invention；
Figure 15 a are the structure diagrams of the lateral line bar of the present invention；
Figure 15 b are the partial enlarged views of Figure 15 a；
Figure 16 is the structure diagram of the draw and insert-type wallboard track of the present invention；
Figure 17 is the structure diagram of the 3rd embodiment of column of the present invention；
Figure 18 is the structure diagram of the collar tie beam overlap joint frame of the 3rd embodiment of column；
Figure 19 is the structure diagram of the transverse beam of the 3rd embodiment of column；
Figure 20 is the structure diagram of the longitudinal beam of the 3rd embodiment of column；
Figure 21 is the structure diagram of boom support；
Figure 22 is the room layout figure according to the house frame planning shown in Fig. 2 b.
Description of reference numerals：1- columns；11- column main bodys；11a- gathering holes；The spare hole of 11b- installation walls；11c- is filled
Adorn spare hole；11d- beam connecting holes；111- column main body section bars；The angular reinforcing ribs of 111a-；111b- bar shaped reinforcing ribs；12- is stood
Column butt joint base；121- screw sleeves；122- screw sleeve positioning plates；122a- pole perforating holes；The angular notches of 122b-；122c- bar shaped notches；
13- screw rods；14- nuts；15- collar tie beams overlap frame；151- side walls；151a- side wall screw holes；152- collets；153- flangings；2- is horizontal
Beam；21- transverse beam main bodys；21a- gathering holes；21b- installs spare hole；21c- beams side screw hole；211- transverse beam main body section bars；
211a- strengthening supports；211b- bar shaped reinforcing ribs；22- first port sealing plates；22a- column connecting holes；23- transverse direction floor brackets；
23a- installs floor kidney slot；3- longitudinal beams；31- longitudinal beam main bodys；31a- gathering holes；31b- installs spare hole；31c- beams side
Screw hole；311- longitudinal beam main body section bars；311a- strengthening supports；311b- bar shaped reinforcing ribs；32- second port sealing plates；32a- columns
Connecting hole；33- row strip holders；331- collets；331a- fixes row bar screw hole；4- lateral line bars；41- lateral line bar main bodys；41a- beams
Connecting screw hole；The spare hole of 41b- attachment rails；411b- bar shaped reinforcing ribs；42- transverse direction floor brackets；42a- installs floor kidney-shaped
Hole；43- draw and insert-type wallboard tracks；43a- track screwholes；44- reinforcing plates；5- footings；51- base anchors；52- substrates；6- columns bottom
Seat；61- bottom plates；61a- bottom plate holes；62- base shells；621- base shell mould materials；621b- bar shaped reinforcing ribs；63- screw rod framves；631-
Firm screw rod plate；631a- bar shaped notches；632- base screw rods；64- consolidates support；60- gaskets；7- boom supports；7a- columns connect
Hole；7b- beam connecting holes.
Embodiment
The present invention provides a kind of light-gauge steel section integrated house frame and its building method.
A kind of building method of light-gauge steel section integrated house frame, including：Two the first sides are at least installed on ground to stand
Column, two second edge columns opposite with two the first edge columns and positioned at two the first edge columns and two the second edge columns
Between two middle standing pillars；By pacifying in two the first edge columns, two the second edge columns and two middle standing pillar upper ends
Some transverse beams and longitudinal beam are filled, forms two basic framework units；Pass through the upper strata installation one in two basic framework units
A or two basic framework units, complete building for light-gauge steel section integrated house frame.
Wherein, the light-gauge steel section integrated house frame built using above-mentioned building method, including：On ground
At least two first edge columns, two second edge columns opposite with two the first edge columns and positioned at two the first edge columns
Two middle standing pillars between two the second edge columns；Installed in two the first edge columns, two the second edge columns and two
Some transverse beams of a middle standing pillar upper end and longitudinal beam, for two the first edge columns, two the second edge columns and two
A middle standing pillar forms two basic framework units；One or two basic framework installed in two basic framework unit upper stratas
Unit.
Based on above-mentioned house frame and its building method, one layer of house frame can be built, can also build two layers and
More than two layers of house frame；, can also be by two and two and every layer of house frame can be made of a basic framework unit
Basic framework unit more than a is formed.That is house frame of the invention, has at least one layer of house frame, and one layer of house frame
Frame is at least made of a basic framework unit.
It should be noted that " the first edge column " mentioned in foregoing description, " the second edge column " and " middle standing pillar "
Structure it is identical, " side " is the position relationship opposite with " centre ", and " first " and " second " is to distinguish different both sides.Together
Sample, the structure of " first longitudinal direction beam " " second longitudinal direction beam " and " shared longitudinal beam " is identical, " first ", " second " and " altogether
Enjoy " it is to distinguish the position of " longitudinal beam ", and " shared " represents to be respectively connected with lateral line bar at left and right sides of the longitudinal beam.
In the following description, " the first edge column ", " the second edge column " and " middle standing pillar " is referred to as column, will
" first longitudinal direction beam " " second longitudinal direction beam " and " shared longitudinal beam " are referred to as longitudinal beam.
One layer of house frame is built to the present invention with reference to the accompanying drawings and examples to be described in detail.
As shown in Figure 2 a, one layer of house frame with a basic framework unit includes：Four on ground
Column 1；Two transverse beams 2 being connected between adjacent 1 upper end of two root posts and two longitudinal beams 3；Two are fixedly connected on to indulge
To at least lateral line bar 4 (three are shown in figure) between beam 3.Wherein, two transverse beams 2 and two longitudinal beams 3 pass through
Closed is into collar tie beam after four columns 1 connect.
Wherein, when two basic framework units are built on the basis of a basic framework unit, in a basic framework
Increase two root posts 1 corresponding with any two adjacent upright posts 1 on the basis of the four columns 1 of unit, in any two root posts 1
Two transverse beams 2 or two longitudinal beams 3 are connected between increased two root posts 1.I.e. two basic framework units have the six roots of sensation
Column 1, connects transverse beam 2 and longitudinal beam 3 between 1 upper end of adjacent upright posts, then is connected between two adjacent longitudinal beams 3
A few lateral line bar 4.
When increasing a basic framework unit on the basis of multiple basic framework units, on the basis of existing column 1
Upper increase two root posts 1 corresponding with any two adjacent edge columns, stand in any two adjacent edge columns 1 and increased two
Two transverse beams 2 or two longitudinal beams 3 are connected between column 1.To sum up, multiple basic framework units have even number root post 1, in phase
Transverse beam 2 and longitudinal beam 3 are connected between adjacent 1 upper end of column, then an at least transverse direction is connected between two adjacent longitudinal beams 3
Row bar 4.
As shown in Figure 2 b, one layer of house frame with multiple basic framework units includes：Even number on ground
Root post 1；The transverse beam 2 being connected between adjacent 1 upper end of two root posts and longitudinal beam 3；Be fixedly connected on two longitudinal beams 3 it
Between an at least lateral line bar 4.
The method of two layers of house frame is built on the basis of one layer of (bottom) house frame to be included：With multiple bases
A basic framework unit or multiple basic framework units are installed in the upper strata of one layer of house frame of frame unit, positioned at upper strata
The installation corresponding with the basic framework unit positioned at one layer of basic framework unit.It can be built more than two layers using same method
House frame.
Two layers of house frame is built to the present invention with reference to the accompanying drawings and examples to be described in detail.
As shown in Figure 1, one layer of house frame of the present embodiment has three basic framework units, two layers of house frame have
One basic framework unit, and the basic framework unit correspondence for being located at two layers is mounted on one layer of a basic framework
Above unit.
Specifically, the basic framework unit positioned at two layers (upper strata) passes through with the basic framework unit positioned at one layer (lower floor)
Column 1 realizes docking.
As shown in Figure 3a, column 1 includes：Column main body 11；It is separately mounted on the inside of 11 upper end of column main body and in lower end
Two column butt joint bases 12 of side.As shown in figure 5a and 5b, upper strata, the two root posts 1 of lower floor are docked by being stood installed in upper strata
The column butt joint base 12 of 1 lower end of column is spirally connected realization with the column butt joint base 12 installed in 1 upper end of lower floor's column.Wherein, it is installed on
The column butt joint base 12 of 1 lower end of upper strata column is identical with 12 structure of column butt joint base installed in 1 upper end of lower floor's column.
As shown in Figure 3a, column main body 11 is being equipped with operation at the upper end and the position of the column butt joint base 12 of lower end
Mouthful 11a, in order to realize being spirally connected for two column butt joint bases 12.
As shown in figure 4, column butt joint base 12 includes：Four screw sleeves 121 passed through for screw rod；For installed in four
The two panels screw sleeve positioning plate 122 of 121 top and bottom of screw sleeve, has the pole perforating hole 122a penetrated through with screw sleeve 121.Its
In, four screw sleeves 121 are symmetrically distributed at four ends angle of screw sleeve positioning plate 122.As shown in fig. 6, when connection two is vertical
During column butt joint base 12, screw rod 13 is fastened after passing through the screw sleeve 121 of the column butt joint base 12 of the upper and lower with nut 14.
In addition, four side walls of column main body 11 are equipped with the installation spare hole 11b of wall and decorate spare hole 11c.
As best shown in figures 3 a and 3b, the column main body 11 of the present embodiment is by two symmetrically arranged 111 structures of column main body section bar
Into；Each column main body section bar 111 folds an angular reinforcing rib 111a by its middle part, and its inward at both ends folds opposite two
The thin wall type steel plate of bar bar shaped reinforcing rib 111b is made.By the way that the bar shaped reinforcing rib 111b of two column main body section bars 111 is welded
Column main body 11 is formed after connecing.In addition, column butt joint base 12 is fixed by welding in column main body 11；As shown in Fig. 4 and 3b,
Screw sleeve positioning plate 122 has the angular notch 122b for being used for inserting angular reinforcing rib 111a, and for inserting bar shaped reinforcing rib
The bar shaped notch 122c of 111b.
For the big column in end face, the present invention gives another embodiment of column 1.As shown in fig. 7, the column has
There are four angular reinforcing rib 111a, the column butt joint base 12 welded in its upper and lower side, which corresponds to, has four angular notch 122b, its
Remaining structure is same as above a column embodiment.
The column 1 of the present invention can be square, rectangle, all to have angular reinforcing rib and the matching of bar shaped reinforcing rib and wall
Face has the column of gathering hole within the scope of the present invention.
The column 1 of one layer of (bottom) house frame is spirally connected realization by the column butt joint base 12 positioned at its lower end and pedestal
On ground.
As shown in Fig. 2 a, 9 and 10, pedestal includes：The upright post base for being spirally connected and being disposed below with column butt joint base 12
6；The seat footing 5 for being spirally connected and being disposed below with upright post base 6, seat footing 5 are used to be embedded in ground.
Specifically, as shown in Figure 10, seat footing 5 includes：Substrate 52 for supporting upright post base 6；Its lower end is used for anchor
If the Gu butt anchor 51 in ground；Wherein, if butt anchor 51 is evenly distributed on the periphery of substrate 52, and the upper end of base anchor 51 is worn
Substrate 52 is crossed to be used to connect upright post base 6.
As shown in Figure 10, upright post base 6 includes：The bottom plate 61 being connected with substrate 52, its circumferential distribution is some to be used for base anchor
51 correspond to through bottom plate hole 61a；It is fixed on the base shell 62 of the top of bottom plate 61；The screw rod frame 63 being welded in base shell 62.
As shown in figure 12, screw rod frame 63 includes：Two firm screw rod plates 631 being welded in 62 top and bottom of base shell；For solid
Base screw rod 632 of the Dingan County at the angle of two firm 631 4 ends of screw rod plate.When column 1 is installed on ground, make bottom
Seat screw rod 632 is fastened after passing through the screw sleeve 121 of column butt joint base 12 with nut.
As shown in figure 11, the base shell 62 of the present embodiment is made of two symmetrically arranged base shell mould materials 621；Each bottom
The thin wall type steel plate that seat shell section bar 621 is folded two opposite bar shaped reinforcing rib 621b by its inward at both ends is made, by by two
Base shell 62 is formed after the bar shaped reinforcing rib 621b welding of a base shell mould material 621.Wherein, as shown in Figure 12 and 11, spiral shell is consolidated
Bar plate 631 has the bar shaped notch 631a for being used for inserting bar shaped reinforcing rib 621b.
In addition, in order to strengthen the intensity of upright post base 6, the present embodiment also installs four firm supports in the surrounding of base shell 62
64。
As shown in Figure 10, the difference in height of foundation level can be adjusted by installing gasket 60 between substrate 52 and bottom plate 61.
As depicted in fig. 13 a, transverse beam 2 of the invention includes：Transverse beam main body 21；It is welded on 21 both ends of transverse beam main body
First port sealing plate 22；Two horizontal floor brackets 23 of the left and right sides of transverse beam main body 21 are symmetrically mounted on, are had thereon more
A installation floor kidney slot 23a for being used to install floor.
First port sealing plate 22 is equipped with column connecting hole 22a, and as shown in Figure 3a, the upper end of column 1 is surrounded by beam company
Hole 11d is met, wherein, it is welded with nut on the inside of beam connecting hole 11d.Wherein, transverse beam main body 21 is close to first port sealing plate 22
Position at be equipped with gathering hole 21a., will from gathering hole 21a when first port sealing plate 22 is connected with the upper end of column main body 11
Screw rod is tightened after passing through column connecting hole 22a and beam connecting hole 11d with nut.
As shown in figures 13a andb, transverse beam main body 21 has two symmetrically arranged transverse beam main body section bars 211；Laterally
The thin wall type steel plate that beam main body section bar 211 is folded two opposite bar shaped reinforcing rib 211b by its inward at both ends is made；Passing through will
Transverse beam main body 21 is formed after the bar shaped reinforcing rib 211b welding of two transverse beam main body section bars 211.In addition, in order to increase transverse direction
The intensity of beam 2, the present embodiment oblique strengthening support 211a of welding also in each transverse beam main body section bar 211.
As shown in figures 14a, longitudinal beam 3 of the invention includes：Longitudinal beam main body 31；It is fixedly mounted on 31 liang of longitudinal beam main body
The second port sealing plate 32 at end；Multiple row strip holders 33 of the left and right sides of longitudinal beam main body 31 are symmetrically mounted on, for installing transverse direction
Row bar 4.
Second port sealing plate 32 is equipped with column connecting hole 32a, and as shown in Figure 3a, the upper end of column 1 is surrounded by beam company
Hole 11d is met, wherein, it is welded with nut on the inside of beam connecting hole 11d.Wherein, longitudinal beam main body 31 is close to second port sealing plate 32
Position at be equipped with gathering hole 31a., will from gathering hole 31a when second port sealing plate 32 is connected with the upper end of column main body 11
Screw rod is tightened after passing through column connecting hole 32a and beam connecting hole 11d with nut.
As shown in figure 14 a and 14b, longitudinal beam main body 31 has two symmetrically arranged longitudinal beam main body section bars 311；Each
The thin wall type steel plate that longitudinal beam main body section bar 311 is folded two opposite bar shaped reinforcing rib 311b by its inward at both ends is made；It is logical
Longitudinal beam main body 31 will be formed after the bar shaped reinforcing rib 311b welding of two longitudinal beam main body section bars 311 by crossing.In addition, in order to increase
The intensity of longitudinal beam 3, the present invention oblique strengthening support 311a of welding also in beam main body section bar 311 longitudinally in each.
As shown in FIG. 17 and 18, The present invention gives the 3rd embodiment of column 1.
In the embodiment, the upper end surrounding of column main body 11 also welds collar tie beam overlap joint frame 15, for improving column and longitudinal direction
The stability that beam main body 31 and transverse beam main body 21 connect.
As shown in figure 18, collar tie beam overlap joint frame 15 includes：Two side walls 151 and the collet 152 being connected between two side walls.
Wherein, side wall 151 and collet 152 are respectively provided with flanging 153, and flanging 153 is welded in column main body 11.
Wherein, side wall screw hole 151a is respectively provided with two side walls 151, as shown in Figures 19 and 20, the 3rd embodiment it is vertical
Beam side screw hole 31c and beam side screw hole 21c corresponding with side wall screw hole 151a are equipped with to beam main body 31 and transverse beam main body 21,
It is connected with.
As shown in figures 14a, lateral line bar 4 is installed on longitudinal beam 3 by row strip holder 33.Wherein, row strip holder 33 is concave,
With collet 331, collet 331 is equipped with fixed row bar screw hole 331a, for fixed lateral row bar 4.
As shown in figs. 15 a and 15b, lateral line bar 4 includes：Lateral line bar main body 41；It is symmetrically mounted on lateral line bar main body
Two horizontal floor brackets 42 of 41 left and right sides, thereon with multiple installation floor kidney slot 42a for being used to install floor.Its
In, the both ends of lateral line bar main body 41 have beam connecting screw hole 41a, the beam connecting screw hole 41a and fixed 331a pairs of row bar screw hole
Should, connected with screw rod.
Wherein, lateral line bar main body 41 is folded the thin wall type steel plate of bar shaped reinforcing rib 411b by its inward at both ends and is made；It is logical
Cross and lateral line bar main body 41 is formed after the bar shaped reinforcing rib 411b at both ends is welded.In addition, in order to increase the strong of lateral line bar 4
Degree, the present invention also set reinforcing plate 44 at the both ends of lateral line bar main body 41.
The light-gauge steel section plate thickness that the present invention uses is no more than 5mm, greatly reduces the steel using amount of house construction；And utilize thin
The weight saving for the component that wall-shaped steel plate makes, since the component made using thin wall type steel plate is respectively provided with reinforcing rib structure, energy
Stablize load-bearing, and be resistant to roll over.
As depicted in fig. 13 a, the upper and lower side wall of transverse beam main body 21, which is equipped with, installs spare hole 21b, the spare hole 21b of the installation
It can be used with the spare hole 11b collocation of installation wall of column 1, for installing wall either boom support 5 or draw and insert-type wallboard
Track；When wall is not installed, install spare hole 21b can be used for install bar shaped floor, for installed in horizontal building
Floor on board bracket 23 and horizontal floor bracket 42 is spliced into monoblock floor.
As shown in figures 14a, the upper and lower side wall of longitudinal beam main body 31 also is provided with installing spare hole 31b, installs spare hole 31b
It is identical with the usage of the spare hole 21b of installation of transverse beam main body 21.
Figure 21 shows the structure diagram of boom support 7, thereon with column connecting hole 7a and beam connecting hole 7b, column connection
Hole 7a is corresponding with the spare hole 11b of the installation wall on column 1, beam connecting hole 7b and the spare hole of installation in longitudinal beam main body 31
31b is corresponding with the spare hole 21b of the installation in transverse beam main body 21.
As illustrated in fig. 15b, the upper and lower side wall of lateral line bar main body 41 is equipped with the spare hole 41b of attachment rail, is taken out for installing
Insert formula wallboard track 43；As shown in figure 16, there is track corresponding with the spare hole 41b of attachment rail on draw and insert-type wallboard track 43
Screw hole 43a.When it is implemented, the lower wall in upper strata lateral line bar main body 41 installs draw and insert-type wallboard track 43, it is horizontal in lower floor
Upper side wall installation draw and insert-type wallboard track 43 to row bar main body 41, the upper and lower two draw and insert-type wallboard tracks 43 it
Between draw and insert-type partition plate (not shown) is installed, the upper and lower side of the draw and insert-type partition plate has right with draw and insert-type wallboard track 43
The track slot answered.If not installing draw and insert-type partition plate, the spare hole 41b of attachment rail can be used for install bar shaped floor, for
Floor on horizontal floor bracket 23 and horizontal floor bracket 42 is spliced into monoblock floor.
Although above-mentioned elaborate the present invention, however, the present invention is not limited thereto, those skilled in the art can
Modified with principle according to the present invention, therefore, the various modifications that all principles according to the invention carry out all should be understood to
Fall into protection scope of the present invention.
Claims (10)
- A kind of 1. building method of light-gauge steel section integrated house frame, it is characterised in that including：Two the first edge columns, two second edge columns opposite with two the first edge columns and position are at least installed on ground Two middle standing pillars between two the first edge columns and two the second edge columns；By installing some horizontal strokes in described two first edge columns, two the second edge columns and described two middle standing pillar upper ends To beam and longitudinal beam, two basic framework units are formed；By installing one or two basic framework unit on the upper strata of described two basic framework units, light-gauge steel section collection is completed Into building for house frame.
- 2. building method according to claim 1, it is characterised in that described two basic framework units of formation include：Between the first edge column upper end and middle standing pillar upper end, spiral shell is distinguished between the second edge column upper end and middle standing pillar upper end Connect a transverse beam；Be spirally connected a first longitudinal direction beam between two the first edge column upper ends；Be spirally connected a second longitudinal direction beam between two the second edge column upper ends；Be spirally connected a shared longitudinal beam between two middle standing pillar upper ends；AndBetween first longitudinal direction beam and shared longitudinal beam, be spirally connected more lateral line bars between second longitudinal direction beam and shared longitudinal beam.
- 3. building method according to claim 2, it is characterised in that first edge column, the second edge column and centre Column includes：Column main body；Two column butt joint bases being separately mounted on the inside of the column main body top and bottom；Wherein, the column main body is made of two symmetrically arranged column main body section bars；The column main body section bar is by wherein Portion folds one or two angular reinforcing rib, and its inward at both ends folds the thin wall type steel plate of bar shaped reinforcing rib and is made；Passing through will The bar shaped reinforcing rib of two column main body section bars forms column main body after being fixedly connected.
- 4. building method according to claim 3, it is characterised in that the basic framework unit positioned at upper strata is with being located at lower floor Basic framework unit realize and connect that the column butt joint base includes by column butt joint base：The screw sleeve passed through for screw rod；For the screw sleeve positioning plate installed in the screw sleeve top and bottom, there is the bar with screw sleeve perforation Hole；Wherein, screw rod is fastened after passing through the screw sleeve of the column butt joint base of the upper and lower with nut.
- 5. building method according to claim 4, it is characterised in that the basic framework unit positioned at bottom passes through column pair Joint chair is spirally connected realization on ground with pedestal, and the pedestal includes：Upright post base, it has the base screw rod for being used for being spirally connected with the column butt joint base；The seat footing being spirally connected with the upright post base, the seat footing are used to be embedded in ground；Wherein, the base screw rod is fastened after passing through the screw sleeve of column butt joint base with nut.
- 6. building method according to claim 5, it is characterised in that the transverse beam includes：Transverse beam main body；It is fixedly mounted on the first port sealing plate at the transverse beam main body both ends；Two horizontal floor brackets being symmetrically mounted at left and right sides of the transverse beam main body, for installing floor；Wherein, the first port sealing plate on the outside of the upper end of the column main body with being spirally connected；Wherein, the transverse beam main body is being equipped with the gathering hole that is spirally connected at the position of first port sealing plate；Wherein, the transverse beam main body has two symmetrically arranged transverse beam main body section bars；The transverse beam main body section bar by The thin wall type steel plate that its inward at both ends folds bar shaped reinforcing rib is made；By by the bar shaped reinforcing rib of two transverse beam main body section bars Transverse beam main body is formed after being fixedly connected.
- 7. building method according to claim 6, it is characterised in that the first longitudinal direction beam, second longitudinal direction beam and shared Longitudinal beam includes：Longitudinal beam main body；It is fixedly mounted on the second port sealing plate at the longitudinal beam main body both ends；The multiple row strip holders being symmetrically mounted at left and right sides of the longitudinal beam main body, for installing lateral line bar；Wherein, the second port sealing plate on the outside of the upper end of the column main body with being spirally connected；Wherein, the longitudinal beam main body is being equipped with the gathering hole that is spirally connected at the position of second port sealing plate；Wherein, the longitudinal beam main body has two symmetrically arranged longitudinal beam main body section bars；The longitudinal beam main body section bar by The thin wall type steel plate that its inward at both ends folds bar shaped reinforcing rib is made；By by the bar shaped reinforcing rib of two longitudinal beam main body section bars Longitudinal beam main body is formed after being fixedly connected.
- 8. building method according to claim 7, it is characterised in that also set up and be used on the outside of the upper end of the column main body Frame is overlapped with the collar tie beam that the longitudinal beam main body and transverse beam main body are spirally connected.
- 9. the building method according to claim 7 or 8, it is characterised in that the lateral line bar includes：Lateral line bar main body；Two horizontal floor brackets being symmetrically mounted at left and right sides of the lateral line bar main body, for installing floor；Wherein, the both ends of the lateral line bar main body are overlapped in the row strip holder of the longitudinal beam main body of its both sides；Wherein, the lateral line bar main body is folded the thin wall type steel plate of bar shaped reinforcing rib by its inward at both ends and is made；By by two The bar shaped reinforcing rib at end forms lateral line bar main body after being fixedly connected.
- A kind of 10. light-gauge steel section integrated house frame that building method using described in claim 1 is built, it is characterised in that Including：At least two first edge columns on ground, two second edge columns opposite with two the first edge columns and Two middle standing pillars between two the first edge columns and two the second edge columns；Installed in some transverse directions of described two first edge columns, two the second edge columns and described two middle standing pillar upper ends Beam and longitudinal beam, for forming two with described two first edge columns, two the second edge columns and described two middle standing pillars A basic framework unit；One or two basic framework unit installed in described two basic framework unit upper stratas.
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| CN201711353003.3A CN108018942B (en) | 2017-12-15 | 2017-12-15 | Thin-wall steel integrated house frame and construction method thereof |
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| CN201711353003.3A CN108018942B (en) | 2017-12-15 | 2017-12-15 | Thin-wall steel integrated house frame and construction method thereof |
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| CN109853723A (en) * | 2019-03-26 | 2019-06-07 | 张跃 | A kind of building structure |
| CN112854823A (en) * | 2021-02-05 | 2021-05-28 | 安徽森泰木塑集团股份有限公司 | Self-building house |
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| CN108018942B (en) | 2024-01-30 |
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Address after: 224100 room 209, building 5, golden capital trading city, Dafeng District, Yancheng City, Jiangsu. Applicant after: Mao Jinsheng Address before: 224005 room 603, No. 2, Hua Rong District, north gate, Pujiang, Yancheng City, Jiangsu. Applicant before: Mao Jinsheng |
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