CN109183988A - A kind of profile steel house and construction method - Google Patents
A kind of profile steel house and construction method Download PDFInfo
- Publication number
- CN109183988A CN109183988A CN201811125503.6A CN201811125503A CN109183988A CN 109183988 A CN109183988 A CN 109183988A CN 201811125503 A CN201811125503 A CN 201811125503A CN 109183988 A CN109183988 A CN 109183988A
- Authority
- CN
- China
- Prior art keywords
- plate
- ground
- column
- outside
- profile steel
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 58
- 239000010959 steel Substances 0.000 title claims abstract description 58
- 238000010276 construction Methods 0.000 title claims description 18
- 210000002356 Skeleton Anatomy 0.000 claims abstract description 16
- 238000005452 bending Methods 0.000 claims abstract description 16
- 239000000203 mixtures Substances 0.000 claims abstract description 6
- 238000009434 installation Methods 0.000 claims description 19
- 239000004567 concrete Substances 0.000 claims description 10
- 239000000463 materials Substances 0.000 claims description 5
- 239000000919 ceramics Substances 0.000 claims description 4
- 239000004575 stone Substances 0.000 claims description 4
- 230000000875 corresponding Effects 0.000 claims description 3
- 238000005034 decoration Methods 0.000 claims description 3
- 239000010410 layers Substances 0.000 claims description 3
- 239000011901 water Substances 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims 1
- 230000032258 transport Effects 0.000 abstract 1
- 238000010586 diagrams Methods 0.000 description 4
- 238000000034 methods Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reactions Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 210000000282 Nails Anatomy 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000010606 normalization Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000007787 solids 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
- E04B1/24—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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/022—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of a plurality of parallel similar trusses or portal frames
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; 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
- E04B7/045—Roofs; 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 with connectors made of sheet metal for connecting the roof structure to the supporting wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2418—Details of bolting
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2421—Socket type connectors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2463—Connections to foundations
Abstract
Description
Technical field
The present invention relates to prefabricated buildings construction and furnishing fields, in particular to a kind of profile steel house and construction parties Method.
Background technique
Traditional building is mostly reinforced concrete structure absolutely, passes through cast-in-site, not only long construction period, but also dress Complex process is repaired, it is high to construction personnel's technical requirements.
Prefabricated buildings obtain more and more because of the characteristics such as its easy to assembly, easy to remove and transport in multiple fields Utilization, but existing prefabricated buildings, column is usually to pass through welding to be fixed with ground beam, using the side being welded and fixed Formula not there is only column and the bonding strength on self structure and ground are poor, and is adjusted the position of column highly inconvenient.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of profile steel house and construction method, building structure and ground The bonding strength in face is high, while being convenient for the adjusting of house stud.
In order to solve the above-mentioned technical problem, the technical solution of the present invention is as follows:
A kind of profile steel house, including ground beam, top beam and roof, the roof by top boom, lower boom and Web member composition；A plurality of uprights are equipped between the ground beam and top beam；Several lateral keels, opposite top are equipped between adjacent columns Several longitudinal keels, the lateral keel and the interlaced composition wall skeleton of longitudinal keel are equipped between beam and ground beam, it is described Ground beam is connect by ground beam connection with upstanding studs；Described ground beam connection includes pre-embedded steel slab and junction steel plate, pre-buried The quadrangle of steel plate and junction steel plate is equipped with the bolt sliding eye mutually in right-angled intersection；The middle part of the junction steel plate is equipped with side Shape opening, the upward bending of the edge-perpendicular of square aperture form fixed plate；The fixed plate is equipped with bolt hole；The pre-buried steel Plate quadrangle offers embedded bar hole；Multiple threading plug holes are provided in the axial direction of the column；The wall skeleton Outside and inside are equipped with prefabricated decorative plate；Gap in the column and between column and interior outside prefabricated decorative plate It is filled with lightweight concrete.
Preferably, the top of the column is bolted by top beam connecting component and top beam；The top beam connecting component packet A link slot for being in U-shape shape is included, the link slot is made of the side plate of bottom plate and bottom plate two sides, and the top of the side plate is outside Right-angle bending forms side wing；Fixation hole is equipped on the bottom plate, side plate and side wing.
Preferably, the lower boom and top beam are connected by the lower edge joint element for bar with bolt；The lower boom connects Fitting includes including U-shaped folder plate, and the U-shaped folder plate includes bottom surface and side；The bottom surface is square；The side is arranged the bottom of at The opposite two sides in face, and the side is perpendicular to bottom surface；One end of the bottom surface extends outward to form fixed edge I, the other end to Outer right-angle bending forms fixed edge II；The outside right-angle bending of side end towards the side the fixed edge I forms fixed edge III, the outside right-angle bending of side end towards the side fixed edge II form fixed edge IV；The fixed edge I, fixed edge The through-hole passed through for bolt is equipped on II, fixed edge III and fixed edge IV.
Preferably, being filled with insulating between the lower boom and top beam.
Preferably, the prefabricated decorative plate is prefabricated stone material, ceramic tile either decorative laminate.
Preferably, corresponding position is equipped with truss at an upper portion thereof between the more columns, the both ends of the truss pass through Truss connecting element with U type slot is connect with upstanding studs；The truss and the more columns form one layer of house list Member；The profile steel house includes tier building unit.
The present invention also provides a kind of construction method according to a kind of profile steel house described above, including it is following Step:
(1) in building-site construction ground beam, beam connection the construction of ground beam: is configured in ground beam；
(2) installation of column: column is connected firmly by bolt and ground beam connection, and adjusts horizontal, vertical position It sets；
(3) top beam, lateral keel, the installation of longitudinal keel and the installation on roof: by top beam connecting component on the top of column Top beam has been fixedly mounted in end, installs lateral keel and longitudinal direction respectively between adjacent columns and between opposite top beam and ground beam Keel finally complete the installation on roof on top beam, that is, complete the structure installation of entire profile steel house；；
(4) prefabricated decorative plate interior decoration: is installed in the inside of wall skeleton；
(5) water power is arranged: the installation of hydroelectric facility is completed by threading plug hole and prefabricated decorative board；
(6) prefabricated decorative plate exterior finish: is installed in the outside of wall skeleton；
(7) cast lightweight concrete: by the threading plug hole on column top, in column and column and interior outside it is pre- Gap between dalle processed is poured lightweight concrete.
Preferably, in the step (4) and step (6) when being fitted up, the outside of wall skeleton from top to bottom Prefabricated decorative plate is installed.Using finishing mode from top to bottom, convenient for the level between the instant prefabricated out-hung panel of adjustment With vertical precision.
The beneficial effects of the present invention are:
(1) present invention is by setting connector, facilitate column and ground beam be connected and fixed and for stud tune Section.Pre-embedded steel slab is poured when use and is fixed in concrete, is fixedly connected with junction steel plate with pre-embedded steel slab using bolt, If there is small position deviation or can first slightly will when needing the position of adjusting post in the column installed on junction steel plate The nut for the connection bolt that junction steel plate is fixedly connected with pre-embedded steel slab is back-outed, because the connection bolt can be in bolt sliding eye It inside longitudinal sliding motion and slides laterally respectively, therefore column can transversely or longitudinally be moved relative to pre-embedded steel slab so as to adjust him Relative position.The present invention is equipped with by the quadrangle of pre-embedded steel slab and junction steel plate and is mutually slided in the bolt of right-angled intersection Hole, the position that column can be completed are adjusted, all very convenient in the installation early period of column or later period adjustment position；And pass through Ground beam connection in the present invention, the fixation of the mode for the traditional welding that compares, column and ground beam is more firm, and convenient for tearing open Dress.
(2) present invention is matched the component normalization and generalization that are related in house building course by Architectural Design Requirements Set is transported to the overall structure for being combined into house behind building site with special bolt, screw assembly connection, only needs in engineering site The assembling work of completion standard component, short construction period, process are simple.
(3) it will be poured again lightweight concrete after the molding of house internal and external ornament in the present invention, is rung from without sky, simultaneously So that inside and outside prefabricated decorative plate forms an entirety, appearance is more beautiful.
(4) when decorating prefabricated decorative plate, the selectivity installation of inside and outside prefabricated decorative plate can be carried out according to actual needs, More preferably multiple demands are provided, such as prefabricated stone material, ceramic tile can be installed simultaneously in the interior outside of wall skeleton and either decorate Laminate, or prefabricated stone material is installed on one side, another side installs ceramic tile either decorative laminate.
(5) present invention has many advantages, such as that unfailing performance is high, structure is firm, easy disassembly, compact-sized, transport is quick, There are extensive market prospects in mobile structure field.
Detailed description of the invention
Fig. 1 is the side profile structural schematic diagram in house of the present invention；
Fig. 2 be the present invention in beam connection schematic perspective view；
Fig. 3 be the present invention in beam connection connect with column after longitudinal direction schematic cross-sectional view；
Fig. 4 be the present invention in beam connection connect with column after overlooking structure diagram
Fig. 5 is top beam connecting component structural schematic diagram in the present invention
Fig. 6 is lower boom connecting-piece structure schematic diagram in the present invention.
In figure, 1- ground beam, the ground 2- beam connection, 2a- pre-embedded steel slab, 2b- junction steel plate, 2c- bolt sliding eye, the side 2d- Shape opening, 2e- fixed plate, 2f- bolt hole, 2g- embedded bar hole, the roof 3-, 3a- top boom, 3b- lower boom, 3c- web member, 4- column, 5- top beam, 6- top beam connecting component, 7- threading plug hole, 8- insulating, 9- prefabricated decorative plate, 10- truss, 11- truss connecting element, 12- lower edge joint element for bar.
Specific embodiment
Specific embodiments of the present invention will be further explained with reference to the accompanying drawing.It should be noted that for The explanation of these embodiments is used to help understand the present invention, but and does not constitute a limitation of the invention.In addition, disclosed below The each embodiment of the present invention involved in technical characteristic can be combined with each other as long as they do not conflict with each other.
As shown in Figure 1, Figure 2, shown in Fig. 3 and Fig. 4, a kind of profile steel house, including ground beam 1, top beam 5 and roof 3, Roof 3 includes top boom 3a, lower boom 3b and web member 3c；A plurality of uprights 4, this implementation are equipped between the ground beam 1 and top beam 5 Column 4 in example is square steel；Between adjacent columns 4 be equipped with several lateral keels, if between opposite top beam 5 and ground beam 1 be equipped with Dry longitudinal keel, the lateral keel and the interlaced composition wall skeleton (not shown) of longitudinal keel, the ground beam 1 are logical Ground beam connection 2 is crossed to be bolted with column 4；Described ground beam connection 2 includes pre-embedded steel slab 2a and junction steel plate 2b, pre-buried The quadrangle of steel plate 2a and junction steel plate 2b are equipped with the bolt sliding eye 2c mutually in right-angled intersection；In the junction steel plate 2b Portion is equipped with square aperture 2d, and the upward bending of the edge-perpendicular of square aperture 2d forms fixed plate 2e；The fixed plate 2e is equipped with Bolt hole 2f；Tetra- jiaos of the pre-embedded steel slab 2a offers embedded bar hole 2g；Multiple wear is provided in the axial direction of the column 4 Line plug hole 7；The outside and inside of the wall skeleton are equipped with prefabricated decorative plate 9；In the column 4 and column 4 with Gap between interior outside prefabricated decorative plate 9 is filled with lightweight concrete.
Preferably, the top of the column 4 is bolted by top beam connecting component 6 with top beam 5；The top beam connecting component 6 include a link slot 6a for being in U-shape shape, and the link slot 6a is made of the side plate 6c of bottom plate 6b and bottom plate two sides, and the side The outside right-angle bending in the top of plate 6c forms side wing 6d；Fixation hole is equipped on the bottom plate 6b, side plate 6c and side wing 6d 6e.The whole structure of top beam connecting component 6 is simple, easy to use and reliable, column 4 and top beam 5 can be fixedly connected well.When So, which is equally applicable to the connection of the connection either longitudinal keel and top beam of lateral keel and column.
Preferably, the lower boom 3b is connect with top beam 5 by the lower edge joint element for bar 12 with bolt；The lower edge Joint element for bar 12 includes including U-shaped folder plate 12a, and the U-shaped folder plate 12a includes bottom surface 12b and side 12c；The bottom surface 12b is in It is rectangular；The opposite two sides bottom surface 12b are arranged in the side 12c, and the side 12c is perpendicular to bottom surface 12b；The bottom surface One end of 12b extends outward to form fixed edge I12d, and the outside right-angle bending of the other end forms fixed edge II12e；Towards described solid The outside right-angle bending in the side end 12c of the side deckle I12d forms fixed edge III12f, towards the side fixed edge II12e The outside right-angle bending in the side end 12c forms fixed edge IV12g；The fixed edge I12d, fixed edge II12e, fixed edge The through-hole 12h passed through for bolt is equipped on III12f and fixed edge IV12g.It is multiple due to being provided with using above-mentioned design Fixed edge, so that the connection between lower boom 3b and top beam 5 and connector is more secured；Lower boom 3b and top beam 5 and company simultaneously Fitting is to realize to connect by bolt, is either dismantled so as to be rapidly performed by installation, reusable.
Preferably, being filled with insulating 8 between the lower boom 3b and top beam 5, and then guarantee the heat-insulated of house Heat preservation, sound-proofing.
Preferably, corresponding position is equipped with truss 10, the both ends of the truss 10 at an upper portion thereof between the more columns 4 It is bolted by the truss connecting element 11 with U type slot with column 4；The truss 10 and the more columns 4 are formed One layer of house unit；The house unit formed by the way that multiple truss 10 and the more columns 4 is arranged, can build as needed Tier building framework.
The present invention also provides a kind of construction method according to a kind of profile steel house described above, including it is following Step:
(1) in building-site construction ground beam 1, beam connection 2 construction of ground beam 1: is configured in ground beam 1；
(2) installation of column 4: column 4 is connected firmly by bolt and ground beam connection 2, and is adjusted horizontal, vertically Position；
(3) installation on top beam 5, lateral keel, longitudinal keel and roof 3: by top beam connecting component 6 on the top of column 4 Top beam is fixedly mounted, 1 installs lateral keel respectively and indulges between adjacent columns 4 and between opposite top beam 5 and ground beam To keel, the installation on roof 3 is finally completed on top beam 5, that is, completes the structure installation of entire profile steel house；
(4) interior decoration: installing prefabricated decorative board 9 in the inside of shingle nail, can be complete by prefabricated decorative board connector At being fixedly connected for prefabricated decorative board 9 and column；
(5) water power is arranged: the installation of hydroelectric facility is completed by threading plug hole 7 and prefabricated decorative board 9；
(6) exterior finish: prefabricated decorative plate 9 is installed in the outside of wall skeleton, is by prefabricated decorative board connector Achievable prefabricated out-hung panel 8 is fixedly connected with column；
(7) cast lightweight concrete: by the threading plug hole 7 on 4 top of column, in column 4 and column 4 and it is interior, Gap between outside prefabricated decorative plate 9 is poured lightweight concrete.
Preferably, in the step (4) and step (6) when being fitted up, the outside of wall skeleton from top to bottom Prefabricated decorative plate 9 is installed.Using finishing mode from top to bottom, convenient for the level between instant adjustment prefabricated decorative plate With vertical precision.
In conjunction with attached drawing, the embodiments of the present invention are described in detail above, but the present invention is not limited to described implementations Mode.For a person skilled in the art, in the case where not departing from the principle of the invention and spirit, to these embodiments A variety of change, modification, replacement and modification are carried out, are still fallen in protection scope of the present invention.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811125503.6A CN109183988A (en) | 2018-09-26 | 2018-09-26 | A kind of profile steel house and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811125503.6A CN109183988A (en) | 2018-09-26 | 2018-09-26 | A kind of profile steel house and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109183988A true CN109183988A (en) | 2019-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811125503.6A CN109183988A (en) | 2018-09-26 | 2018-09-26 | A kind of profile steel house and construction method |
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| Country | Link |
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| CN (1) | CN109183988A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN201753480U (en) * | 2010-08-11 | 2011-03-02 | 东南大学 | Apparatus for connecting node in pillar construction capable of consuming energy and self-centering by friction |
| CN201943191U (en) * | 2011-01-26 | 2011-08-24 | 北京赛博思建筑设计有限公司 | Novel cold-bent rectangular steel pipe column assembled pedestal |
| CN203200906U (en) * | 2013-04-23 | 2013-09-18 | 冯忠一 | Combined house of unit structure |
| CN206256543U (en) * | 2016-12-05 | 2017-06-16 | 焦作市锥托精工机械厂 | Square steel structural building framework |
| CN206815533U (en) * | 2017-03-31 | 2017-12-29 | 中民筑友科技投资有限公司 | A kind of prefabricated component and the connecting node on basis |
| CN208996190U (en) * | 2018-09-26 | 2019-06-18 | 云南振书科技有限公司 | A kind of profile steel house |
-
2018
- 2018-09-26 CN CN201811125503.6A patent/CN109183988A/en active Search and Examination
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101418592A (en) * | 2008-10-31 | 2009-04-29 | 官木喜 | Combined light steel structure house and mounting method thereof |
| CN201753480U (en) * | 2010-08-11 | 2011-03-02 | 东南大学 | Apparatus for connecting node in pillar construction capable of consuming energy and self-centering by friction |
| CN201943191U (en) * | 2011-01-26 | 2011-08-24 | 北京赛博思建筑设计有限公司 | Novel cold-bent rectangular steel pipe column assembled pedestal |
| CN203200906U (en) * | 2013-04-23 | 2013-09-18 | 冯忠一 | Combined house of unit structure |
| CN206256543U (en) * | 2016-12-05 | 2017-06-16 | 焦作市锥托精工机械厂 | Square steel structural building framework |
| CN206815533U (en) * | 2017-03-31 | 2017-12-29 | 中民筑友科技投资有限公司 | A kind of prefabricated component and the connecting node on basis |
| CN208996190U (en) * | 2018-09-26 | 2019-06-18 | 云南振书科技有限公司 | A kind of profile steel house |
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