CN104797762B - Building and construction method thereof - Google Patents

Building and construction method thereof Download PDF

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Publication number
CN104797762B
CN104797762B CN201380053711.9A CN201380053711A CN104797762B CN 104797762 B CN104797762 B CN 104797762B CN 201380053711 A CN201380053711 A CN 201380053711A CN 104797762 B CN104797762 B CN 104797762B
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CN
China
Prior art keywords
hollow cuboids
bar
hollow
cuboids
skeleton
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Expired - Fee Related
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CN201380053711.9A
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Chinese (zh)
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CN104797762A (en
Inventor
杨东佐
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Individual
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Individual
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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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/14—Load-carrying floor structures formed substantially of prefabricated units with beams or girders laid in two directions
    • 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
    • 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
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2451—Connections between closed section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2457—Beam to beam connections
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2466—Details of the elongated load-supporting parts
    • E04B2001/2472—Elongated load-supporting part formed from a number of parallel profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484—Details of floor panels or slabs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

A building and construction method thereof; the building comprises upright columns (1), girders (4), and a floor slab formed by a frame, support pieces (5), lateral support bars (81), longitudinal support bars (82), a ceiling formwork (9) and concrete (10); the construction method comprises: setting up the upright columns (1), installing the girders (4), the frame, the support pieces (5), the lateral support bars (81) and the longitudinal support bars (82), laying the ceiling formwork (9), and pouring the concrete (10). The building and construction method thereof ensures fast construction and high strength of the building and are of low costs.

Description

A kind of building and its construction method
Technical field
The present invention relates to building and its construction method.
Background technology
Traditional building is to realize that this mode can only be adapted to short building by wall of laying bricks successively from top to bottom, and Make building have big holding capacity, fastness good, then require that the thickness of brick wall is thicker, therefore, not only take material, and construct Efficiency is low.
Now, in order to adapt to the building of high building, major part has used the frame structure of reinforced concrete, the load-bearing of building Mainly there is frame structure to undertake, so, the requirement to wall is relatively low so that consumptive material is few, efficiency of construction is high.
Existing building frame structure mainly includes column, beam and floor.The forming method of column is first assembling reinforcement, so Afterwards installation form, then pours into a mould concrete in template, template is finally removed after concrete setting and forms armored concrete Column.The forming method of beam is first assembling reinforcement, then installation form, and concrete is then poured into a mould in template, finally treats coagulation Template is removed after soil solidification form reinforced beam.The method of above-mentioned molding column and beam is required for mounting and dismounting mould Plate, therefore, the speed of construction is slow.The method of past molding floor is realized by laying precoated plate on beam, the method Defect is：Due to the heavier-weight of precoated plate, therefore, high labor intensive, and easily there is the phenomenon that precoated plate falls, construct That gets up extremely is dangerous, in addition, after precoated plate lays, in addition it is also necessary to which variola is fitted up, so as to extend the construction time, And high cost.Now, mostly the method for employing is：First installation form, then lays reinforcing bar, then pours into a mould concrete, finally treats Template is dismantled after concrete setting, so, not only using to substantial amounts of template the consumption of resource can be caused big, and needed Template could be dismantled after the concrete has set, therefore, construction it is long in time limit, in addition, it is necessary to fit up to variola, therefore, prolong Construction time, and high cost are grown.
The content of the invention
It is an object of the invention to provide a kind of building and its construction method, using technical scheme, to building The speed of application of thing is fast, and the intensity of building is high, low cost.
To reach above-mentioned purpose, the technical scheme of building is：Building includes column and beam, is provided between two columns Beam；The skeleton being made up of horizontal Hollow cuboids and longitudinal Hollow cuboids, two adjacent transverse hollow rectangles are provided between beams The first cavity is formed between pipe and two adjacent longitudinal Hollow cuboids, in horizontal Hollow cuboids, longitudinal Hollow cuboids and beam Between be formed with the second cavity；Support bar is connected with by pull bar in the lower section of beam, there is gap between support bar and beam；Horizontal The lower section of Hollow cuboids is connected with cross-brace bar by pull bar, between having between cross-brace bar and horizontal Hollow cuboids Gap；Longitudinal bracing bar, longitudinal bracing bar and longitudinal Hollow cuboids are connected with by pull bar in the lower section of longitudinal Hollow cuboids Between have gap；The variola template supported by cross-brace bar and longitudinal bracing bar is provided with the first cavity, in the second cavity Inside it is provided with the variola template supported by cross-brace bar, longitudinal bracing bar and support bar；There is parcel horizontal in variola template upper To Hollow cuboids and the concrete of longitudinal Hollow cuboids.
Said structure, variola template is the variola on roof in future, it is not necessary to finishing separately is carried out to variola, therefore, The short time limit of construction can be shortened, cost is also reduced.Because concrete is coated with horizontal Hollow cuboids and longitudinal hollow rectangle Pipe, therefore, horizontal Hollow cuboids and longitudinal Hollow cuboids are equivalent to the reinforcing bar in conventional floors so that the intensity of building It is high；In addition, laterally Hollow cuboids and longitudinal Hollow cuboids be it is hollow, therefore, equivalent to reinforcing bar web frame, can reduce The consumption of concrete, so as to reduce cost.Further, described column, beam, keel shoe, support bar, cross-brace bar, longitudinal direction Support bar, pull bar, variola template can at the scene outside prefabricated processing, only need to install and pour into a mould concrete i.e. at the scene Can, accordingly, it is capable to improve site operation efficiency, reduce site operation cost.
Further, described column is I-steel.I-shaped steel section is existing section bar, can directly take and use it, relatively It is more quick in existing employing pouring template molding column, while cost is also low.
Further, described column includes Hollow cuboids and the connector of more than two, and connector is connected to hollow Between rectangular tube.Hollow cuboids are linked together and are integrally formed by described connector, therefore, the intensity of the column does not receive shadow Ring, at the same time, there is gap between Hollow cuboids, therefore, consumptive material is reduced, so as to reduce cost.
Further, described connector includes supporting member and connecting bolt, and supporting member includes that the first fixed plate, second are consolidated Fixed board, connecting plate, connecting plate is located between the first fixed plate and the second fixed plate, and the section of supporting member is I shape, described Connecting bolt through a Hollow cuboids, the first fixed plate, the second fixed plate and another Hollow cuboids by Hollow cuboids and Supporting member is coupled together.The connection area of the supporting member of described I shape, the first fixed plate and the second fixed plate is big, therefore, Hollow cuboids can not only be securely attached to together, and material-saving, meanwhile, further carried out tightly using connecting bolt Gu, can further improve bonding strength.
Further, described connector includes supporting member and connecting bolt, and supporting member is hollow rectangle frame, described company Connecting bolt couples together Hollow cuboids and supporting member through a Hollow cuboids, supporting member and another Hollow cuboids.Institute The supporting member connection area of the hollow rectangle frame stated is big, therefore, Hollow cuboids can not only be securely attached to together, and Material-saving, meanwhile, further fastened using connecting bolt, can further improve bonding strength.
Further, Hollow cuboids and connector form frame body, are coated with template skin in the surrounding of frame body, the knot Structure can further improve the intensity of column, while can also bearer bar support body.In addition, after the completion of architecture construction, can be by template Skin is retained on column, also removable to unload down.
Further, described template skin includes the section of left mould slab and right mould slab, left mould slab and right mould slab For U-shaped, left mould slab and right mould slab are overlapped in junction, and are connected by screw；Set between template skin and Hollow cuboids There is trip bolt.Between floors, because the height of column is higher, template skin is divided into into left mould slab and right mould slab, then It is easily installed and dismantles template skin；In addition, overlap in the junction of left mould slab and right mould slab, accordingly, it is capable to improve left templates The bonding strength of skin and right mould slab；Meanwhile, there is trip bolt between template skin and Hollow cuboids, therefore, template skin and frame The connection of support body is more firm.
Further, concrete is cast with template Intradermal, further to improve the intensity of column；Meanwhile, the template skin Equivalent to traditional template, but the template skin need not be dismantled, therefore, the speed of construction is more fast.
Further, the support foot for backbar is provided with column, to improve the bearing strength to beam.
Further, it is located between column below beam and is provided with the underbeam of backbar, improves the bearing strength of beam.
Further, the support foot for supporting underbeam is provided with column, to improve the bearing strength to underbeam.
Further, described beam includes more than two groups of Ji Liang, end plate and beam connection, every group of Ji Liang include one with On Hollow cuboids；Described end plate is respectively arranged at two ends with Ji Liang；Described beam connection includes beam support and beam Connecting bolt, beam support includes the first beam fixed plate, the second beam fixed plate and beam connecting plate, and beam connecting plate is located at the first beam and consolidates Between fixed board and the second beam fixed plate, the section of beam support is I shape, and described beam connecting bolt is worn from one group of base beam Jing First beam fixed plate, the second beam fixed plate are connected on adjacent Ji Liang.The girder construction can not only material-saving, mitigate beam weight Amount, and intensity can also reach the requirement of building.
Further, bottom-up stamping forming projection is provided with the middle part of support bar, the projection can have to variola template Effect is kept out, variola template transverse shifting is prevented, to realize being accurately positioned variola template.
Further, the outer ledge in support bar is provided with the outside of beam and keeps out side higher than beam.In cast coagulation When native, keeping out side can prevent concrete outwardly, therefore, it is easy to pour into a mould floor, moreover it is possible to improve the quality of floor.
Further, bottom-up stamping forming lateral projection is provided with the middle part of cross-brace bar；In longitudinal bracing It is provided with bottom-up stamping forming longitudinally convex in the middle part of bar.The horizontal and vertical projection can have to variola template keeps out work With, variola template transverse shifting is prevented, variola template is accurately positioned with realization.
Further, the upper surface in skeleton is located at horizontal Hollow cuboids and longitudinal Hollow cuboids junction is provided with Pressing plate, is located at horizontal Hollow cuboids and longitudinal Hollow cuboids junction is provided with lower platen, bolt Jing in the lower surface of skeleton Top board is connected on lower platen through skeleton；The upper surface for being located at skeleton in the junction of beam and skeleton is provided with top board, The junction of beam and skeleton is located at the lower surface of skeleton and is provided with lower platen, and bolt Jing top boards are connected to and push through skeleton and beam On plate.By arranging top board, lower platen and bolt, then the company between horizontal Hollow cuboids and longitudinal hollow rectangle can be improved Fastness is connect, the connectivity robustness of skeleton and beam can be improved.
Further, it is located on column and the reinforcing bar extended to skeleton direction is provided with above skeleton, reinforcing bar is wrapped in mixed In solidifying soil, to improve the intensity of floor.
A kind of construction method of building, comprises the steps.
（1）Build column.
（2）The tie-beam between two columns.
（3）The skeleton being made up of horizontal Hollow cuboids and longitudinal Hollow cuboids is connected on beam, wherein, two is adjacent Laterally the first cavity is formed between Hollow cuboids and two adjacent longitudinal Hollow cuboids, it is empty in horizontal Hollow cuboids, longitudinal direction The second cavity is formed between heart rectangular tube and beam.
（4）Support bar is connected by pull bar in the lower section of beam, the inner side edge of support bar stretches out the inner side of beam, support bar with Gap is stayed between beam；Cross-brace bar is connected by pull bar in the lower section of horizontal Hollow cuboids, the two of cross-brace bar are relative Horizontal Hollow cuboids are stretched out in side, and between cross-brace bar and horizontal Hollow cuboids gap is stayed；In longitudinal hollow rectangle The lower section of pipe connects longitudinal bracing bar by pull bar, and longitudinal Hollow cuboids are stretched out on the two opposite sides side of longitudinal bracing bar, vertical Gap is stayed between support bar and longitudinal Hollow cuboids.
（5）The variola template supported by cross-brace bar and longitudinal bracing bar is laid in the first cavity, in the second cavity The variola template that interior laying is supported by cross-brace bar, longitudinal bracing bar and support bar.
（6）In variola template upper concrete, after casting complete, concrete is wrapped in horizontal Hollow cuboids and longitudinal direction On Hollow cuboids.
（7）Floor is formed after concrete setting.
Above-mentioned construction method, variola template is the variola on roof in future, it is not necessary to finishing separately is carried out to variola, because This, can shorten the short time limit of construction, also reduce cost.When concrete is poured into a mould, there is gap between beam and support bar, it is laterally empty There is gap between heart rectangular tube and cross-brace bar, there is gap, so, coagulation between longitudinal Hollow cuboids and longitudinal bracing bar Soil can be coated with horizontal Hollow cuboids and longitudinal Hollow cuboids, therefore, horizontal Hollow cuboids and longitudinal Hollow cuboids Equivalent to the reinforcing bar in conventional floors so that the intensity of building is high；In addition, laterally Hollow cuboids and longitudinal Hollow cuboids are equal For hollow, therefore, equivalent to reinforcing bar web frame, the consumption of concrete can be reduced, so as to reduce cost.Further, described Column, beam, keel shoe, support bar, cross-brace bar, longitudinal bracing bar, pull bar, variola template can at the scene outside it is prefabricated Processing, only needs to install and pour into a mould concrete at the scene, accordingly, it is capable to improve site operation efficiency, reduction site operation into This.
Further, the Hollow cuboids of more than two are coupled together to form column by connector.Described connection Hollow cuboids are linked together and are integrally formed by part, therefore, the intensity of the column is unaffected, at the same time, hollow rectangle There is gap between pipe, therefore, consumptive material is reduced, so as to reduce cost.
Further, described connector includes supporting member and connecting bolt, and supporting member includes that the first fixed plate, second are consolidated Fixed board, connecting plate, connecting plate is located between the first fixed plate and the second fixed plate, and the section of supporting member is I shape, described Connecting bolt through a Hollow cuboids, the first fixed plate, the second fixed plate and another Hollow cuboids by Hollow cuboids and Supporting member is coupled together.The connection area of the supporting member of described I shape, the first fixed plate and the second fixed plate is big, therefore, Hollow cuboids can not only be securely attached to together, and material-saving, meanwhile, further carried out tightly using connecting bolt Gu, can further improve bonding strength.
Further, described connector includes supporting member and connecting bolt, and supporting member is hollow rectangle frame, described company Connecting bolt couples together Hollow cuboids and supporting member through a Hollow cuboids, supporting member and another Hollow cuboids.Institute The supporting member connection area of the hollow rectangle frame stated is big, therefore, Hollow cuboids can not only be securely attached to together, and Material-saving, meanwhile, further fastened using connecting bolt, can further improve bonding strength.
Further, Hollow cuboids and connection forms frame body, in the surrounding cladding mould slab of frame body, described mould Slab can improve the intensity of column, while can also bearer bar support body.
Further, when concrete is poured into a mould, while concrete is poured into a mould to template Intradermal, further to improve the strong of column Degree；Meanwhile, the template skin is equivalent to traditional template, but the template skin need not be dismantled, therefore, the speed of construction is more Hurry up.
Further, before tie-beam, then the Weld-supporting foot on column connects between column and is supported by support foot Beam, to improve supporting fastness to beam.
Further, described beam includes more than two groups of Ji Liang, end plate and beam connection, every group of Ji Liang include one with On Hollow cuboids；Described end plate is respectively arranged at two ends with Ji Liang；Described beam connection includes beam support and beam Connecting bolt, beam support includes the first beam fixed plate, the second beam fixed plate and beam connecting plate, and beam connecting plate is located at the first beam and consolidates Between fixed board and the second beam fixed plate, the section of beam support is I shape, and described beam connecting bolt is worn from one group of base beam Jing First beam fixed plate, the second beam fixed plate are connected on adjacent Ji Liang.The girder construction can not only material-saving, mitigate beam weight Amount, and intensity can also reach the requirement of building.
Further, bottom-up stamping forming projection is provided with the middle part of support bar, the projection can have to variola template Effect is kept out, variola template transverse shifting is prevented, to realize being accurately positioned variola template.In the outer ledge of support bar It is provided with and keeps out side positioned at beam outside and higher than beam.When concrete is poured into a mould, keeping out side can prevent concrete outwardly, because This, is easy to pour into a mould floor, moreover it is possible to improve the quality of floor.Bottom-up stamping forming horizontal stroke is provided with the middle part of cross-brace bar To projection；It is provided with bottom-up stamping forming longitudinally convex in the middle part of longitudinal bracing bar.The horizontal and vertical raised energy is right Variola template has keeps out effect, prevents variola template transverse shifting, to realize being accurately positioned variola template.
Further, after skeleton is connected, horizontal Hollow cuboids and longitudinal hollow rectangle are located in the upper surface of skeleton Pipe junction arranges top board, is located at horizontal Hollow cuboids in the lower surface of skeleton and longitudinal Hollow cuboids junction is arranged Lower platen, bolt Jing top boards are connected on lower platen through skeleton；The upper surface of skeleton is located in the junction of beam and skeleton Top board is set, and the lower surface for being located at skeleton in the junction of beam and skeleton arranges lower platen, bolt Jing top boards pass through skeleton And beam is connected on lower platen.By arranging top board, lower platen and bolt, then can improve horizontal Hollow cuboids and longitudinal direction is empty Connectivity robustness between heart rectangle, can improve the connectivity robustness of skeleton and beam.
Description of the drawings
Fig. 1 is the structural representation of first embodiment building.
Fig. 2 is the structural representation of building when first embodiment does not pour into a mould concrete.
Fig. 3 is the exploded view of first embodiment building.
Fig. 4 is the enlarged drawing of A in Fig. 3.
Fig. 5 is the enlarged drawing of B in Fig. 3.
Fig. 6 is the enlarged drawing of C in Fig. 3.
Fig. 7 is the enlarged drawing of D in Fig. 3.
Fig. 8 is the enlarged drawing of E in Fig. 3.
Fig. 9 is the schematic cross-section of cross-brace bar.
Figure 10 is the schematic cross-section of longitudinal bracing bar.
Figure 11 is the structural representation of support foot.
Figure 12 is the structural representation of beam support.
Figure 13 is the exploded view of second embodiment building.
Figure 14 is the enlarged drawing of F in Figure 13.
Figure 15 is the enlarged drawing of G in Figure 13.
Figure 16 is the exploded view of the 3rd embodiment building.
Figure 17 is the enlarged drawing of H in Figure 16.
Figure 18 is the structural representation equipped with ornamental strip on cross-brace bar.
Figure 19 is the enlarged drawing of I in Figure 16.
Figure 20 is the enlarged drawing of J in Figure 16.
Figure 21 is the exploded view of another structure of building.
Figure 22 is the enlarged drawing of K in Figure 21.
Figure 23 is the enlarged drawing of L in Figure 21.
Figure 24 is the exploded view of another structure of building.
Figure 25 is the enlarged drawing of M in Figure 24.
Figure 26 is the enlarged drawing of N in Figure 24.
Figure 27 is the exploded view of another structure of building.
Figure 28 is the enlarged drawing of P in Figure 27.
Figure 29 is the enlarged drawing of Q in Figure 27.
Figure 30 is the structural representation of horizontal Hollow cuboids and longitudinal Hollow cuboids junction.
Specific embodiment
With reference to the accompanying drawings and detailed description the present invention will be described in further detail.
First embodiment.
As shown in Figure 1 to Figure 3, building include column 1, in the present embodiment, column 1 be I-steel, I-shaped die Material is existing section bar, can directly take and use it, more quick relative to existing employing pouring template molding column, while into This is also low.
As shown in Figures 3 to 5, support foot 2 is installed on column 1, as shown in figure 11, support foot 2 include fixed plate 21, Support plate 22 and gusset 23, support plate 22 is connected to the upper end of fixed plate 21, and support plate 22 and fixed plate 21 are in an angle of 90 degrees, gusset 23 are connected between fixed plate 21 and support plate 22, to improve the intensity of support foot.Fixed plate 21 is welded on the side of column 1 On, support plate 22 is used to support underbeam.
Underbeam 3 is welded between two horizontal and vertical adjacent upright posts, underbeam 3 is also supported by support foot 2 simultaneously, to carry The bearing capacity of high underbeam and the fastness of connection.The section of underbeam 3 is C-shaped.
Top positioned at underbeam 3 between two horizontal and vertical adjacent upright posts is provided with beam 4.As shown in Figure 2 and Figure 6, institute The beam 4 stated includes more than two groups of base beam 41, end plate 42 and beam connection 43, and every group of base beam 41 includes a Hollow cuboids 411；Described end plate 42 is provided with the two ends of Ji Liang, end plate 42 is bolt-connected on column 1.As shown in fig. 6, described Beam connection 43 includes beam support 431 and beam connecting bolt 432；As shown in figure 12, beam support 431 is fixed including the first beam Plate 4311, the second beam fixed plate 4312 and beam connecting plate 4313, beam connecting plate 4313 is located at the first beam fixed plate 4311 and second Between beam fixed plate 4312, the section of beam support 431 is I shape, and described beam connecting bolt 432 is worn from one group of base beam Jing First beam fixed plate 4311, the second beam fixed plate 4312 are connected on adjacent Ji Liang.The girder construction can not only material-saving, subtract The weight of light beam, and intensity can also reach the requirement of building.
Support bar 5 is provided between beam 4 and underbeam 3.As shown in fig. 6, the middle part of support bar 5 is provided with bottom-up striking out The projection 51 of type, pull bar 6 couples together support bar 5 and beam 4 through raised 51 and beam 4, between having between raised 51 and beam 4 Gap, is easy to Concrete Filled in gap, and described projection 51 can have to variola template keeps out effect, prevents variola template horizontal To movement, to realize being accurately positioned variola template.Beam 4 is stretched out in the inside edge of support bar 5, for carrying variola template. It is provided with the outside of beam in the outer ledge of support bar 5 and keeps out side 52 higher than beam, when concrete is poured into a mould, keeping out side 52 can Prevent concrete outwardly, therefore, it is easy to pour into a mould floor, moreover it is possible to improve the quality of floor.
As shown in Fig. 2, Fig. 3 and Fig. 8, it is provided between beam 4 by horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 The skeleton of composition, is linked together between horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 by corner brace, certainly, also may be used With by being welded to connect；Skeleton is linked together with beam by corner brace；Two adjacent transverse Hollow cuboids and two adjacent longitudinal directions are empty The first cavity 73 is formed between heart rectangular tube, between horizontal Hollow cuboids, longitudinal Hollow cuboids and beam second is formed with Cavity 74.As shown in Figure 2 and Figure 7, cross-brace bar 81 is connected with by pull bar 6 in the lower section of horizontal Hollow cuboids 71, such as Shown in Fig. 9, at the middle part of cross-brace bar 81 bottom-up stamping forming lateral projection 811 is provided with, cross-brace bar 81 with Two relative edges for laterally having gap, described cross-brace bar 81 between Hollow cuboids 71 stretch out horizontal Hollow cuboids 71； As shown in Figure 2 and Figure 7, longitudinal bracing bar 82 is connected with by pull bar 6 in the lower section of longitudinal Hollow cuboids 72, as shown in figure 9, Be provided with bottom-up stamping forming longitudinally convex 821 in the middle part of longitudinal bracing bar, longitudinal bracing bar, 8 with the hollow square in longitudinal direction Two relative edges for having gap, longitudinal bracing bar 82 between shape pipe 72 stretch out longitudinal Hollow cuboids 72.Described lateral projection 811 It is used to keep out variola template with longitudinally convex 821, realization is accurately positioned variola template.
As shown in figure 30, the upper surface in skeleton is located at horizontal Hollow cuboids and longitudinal Hollow cuboids junction is provided with Top board 91, is located at horizontal Hollow cuboids and longitudinal Hollow cuboids junction is provided with lower platen 92 in the lower surface of skeleton, The Jing top boards 91 of bolt 93 are connected on lower platen 92 through skeleton；The upper surface for being located at skeleton in the junction of beam and skeleton sets There is top board 91, the lower surface for being located at skeleton in the junction of beam and skeleton is provided with lower platen 92, and the Jing top boards 91 of bolt 93 are worn Cross skeleton and beam is connected on lower platen 92.By arranging top board 91, lower platen 92 and bolt 93, then can improve laterally hollow Connectivity robustness between rectangular tube and longitudinal hollow rectangle, can improve the connectivity robustness of skeleton and beam.
It is located on column 1 above skeleton and is provided with the reinforcing bar 83 extended to skeleton direction, reinforcing bar is wrapped in concrete It is interior.
The variola template 9 supported by cross-brace bar and longitudinal bracing bar is provided with the first cavity 73, in the second cavity The variola template 9 supported by cross-brace bar, longitudinal bracing bar and support bar is provided with 74；There is bag in the upper of variola template 9 The concrete 10 of horizontal Hollow cuboids and longitudinal Hollow cuboids is wrapped up in, floor is then formed after concrete setting.
The construction method of above-mentioned building is.
（1）Column 1 is built, the Weld-supporting foot 2 on column 1.
（2）In the horizontal and vertical directions, between two adjacent upright posts weld underbeam 3, in welding process, make underbeam 3 by Support foot 2 is supported.
（3）Beam connecting bolt 432 is connected from Hollow cuboids Jing the first beam fixed plates 4311, the second beam fixed plate 4312 It is connected on adjacent Hollow cuboids, the two ends that end plate 42 is welded to Ji Liang is formed into beam 4；By pull bar 6 by support bar and beam Couple together, and ensure there is gap between support bar and beam；The end plate 42 of beam 4 is bolt-connected to into column 1, and makes beam 4 Positioned at the top of underbeam 3.
（4）Horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 are coupled together by corner brace, it is of course also possible to logical Cross and be welded to connect, the skeleton being made up of horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 is connected to into beam 4 by corner brace On, wherein, the first cavity 73 is formed between two adjacent transverse Hollow cuboids and two adjacent longitudinal Hollow cuboids, laterally empty The second cavity 74 is formed between heart rectangular tube, longitudinal Hollow cuboids and beam.
（5）Cross-brace bar 81 is connected by pull bar 6 in the lower section of horizontal Hollow cuboids 71, the two of cross-brace bar 81 Relative side stretches out horizontal Hollow cuboids 71, and between cross-brace bar 81 and horizontal Hollow cuboids 71 gap is stayed；Vertical Longitudinal bracing bar 82 is connected by pull bar 6 to the lower section of Hollow cuboids 72, the two opposite sides side of longitudinal bracing bar 82 stretches out vertical To Hollow cuboids 72, between longitudinal bracing bar 82 and longitudinal Hollow cuboids 72 gap is stayed.Positioned at skeleton on column 1 Weld the reinforcing bar 83 extended to skeleton direction in top.
（6）As shown in figure 30, after skeleton is connected, horizontal Hollow cuboids are located in the upper surface of skeleton and longitudinal direction is hollow Rectangular tube junction arranges top board 91, and in the lower surface of skeleton horizontal Hollow cuboids and longitudinal Hollow cuboids connection are located at Place arranges lower platen 92, and the Jing top boards 91 of bolt 93 are connected on lower platen 92 through skeleton；In beam 4 and the junction position of skeleton Top board 91 is set in the upper surface of skeleton, the lower surface for being located at skeleton in the junction of beam and skeleton arranges lower platen 92, spiral shell Bolt Jing top boards 91 are connected on lower platen 92 through skeleton and beam.
（7）The variola template 9 that laying is supported by cross-brace bar and longitudinal bracing bar in the first cavity 73, in the second chamber The variola template 9 that laying is supported by cross-brace bar, longitudinal bracing bar and support bar in body 74.
（8）In the upper concrete 10 of variola template 9, after casting complete, concrete 10 is wrapped in horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72, reinforcing bar 83 and beam on, described beam is formed hides beam.
（9）Floor is formed after concrete setting.
In the present embodiment, variola template 9 is the variola on roof in future, it is not necessary to dress separately is carried out to variola Repair, it is therefore possible to shorten the short time limit of construction, also reduces cost.Because concrete 10 is coated with the He of horizontal Hollow cuboids 71 Longitudinal Hollow cuboids 72, therefore, horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 are equivalent to the steel in conventional floors Muscle so that the intensity of building is high；In addition, laterally Hollow cuboids 71 and longitudinal Hollow cuboids 72 be it is hollow, equivalent to Reinforcing bar web frame, therefore, the consumption of concrete can be reduced, so as to reduce cost.Further, described column, beam, keel shoe, Support bar, cross-brace bar, longitudinal bracing bar, pull bar, variola template can at the scene outside prefabricated processing, only need at the scene Concrete is installed and poured into a mould, accordingly, it is capable to improve site operation efficiency, site operation cost is reduced.
The building is wrapped in concrete and forms dark beam due to being provided with column 1, underbeam 3 and floor, beam, therefore, Define the building of the beam slab rod structure of Chinese style.
Second embodiment.
As shown in figure 13, building includes column 1, and in the present embodiment, column 1 is I-steel, and I-shaped steel section is Existing section bar, can directly take and use it, more quick relative to existing employing template molding column, while cost is also low.
As shown in figure 13, support foot 2 is installed on column 1, as shown in figure 11, support foot 2 includes fixed plate 21, supporting Plate 22 and gusset 23, support plate 22 is connected to the upper end of fixed plate 21, and support plate 22 and fixed plate 21 are in an angle of 90 degrees, and gusset 23 connects It is connected between fixed plate 21 and support plate 22, to improve the intensity of support foot.Fixed plate 21 is welded on the side of column 1, Board 22 is used for backbar 4.
Beam 4 is provided between two horizontal and vertical adjacent upright posts.As shown in Figure 13 and Figure 14, described beam 4 includes two Base beam 41, end plate 42 and the beam connection 43 of the above are organized, every group of base beam 41 includes a Hollow cuboids 411；The two of Ji Liang End is respectively equipped with described end plate 42, and end plate 42 is bolt-connected on column 1.As shown in Figure 13 and Figure 14, described beam Connector 43 includes beam support 431 and beam connecting bolt 432；As shown in figure 12, beam support 431 includes the first beam fixed plate 4311st, the second beam fixed plate 4312 and beam connecting plate 4313, beam connecting plate 4313 is located at the first beam fixed plate 4311 and the second beam Between fixed plate 4312, the section of beam support 431 is I shape, and described beam connecting bolt 432 is worn from one group of base beam Jing the One beam fixed plate 4311, the second beam fixed plate 4312 are connected on adjacent Ji Liang.The girder construction can not only material-saving, mitigate The weight of beam, and intensity can also reach the requirement of building.
Support bar 5 is provided with the lower section of beam 4.As shown in figure 14, pull bar 6 passes through support bar 5 and beam 4 by support bar 5 and beam 4 Couple together, support bar is supported by support foot, so as to also play supporting beam action, between having between support bar 5 and beam 4 Gap, is easy to Concrete Filled in gap.Beam 4 is stretched out in the inside edge of support bar 5, for carrying variola template.In support bar 5 Outer ledge be provided with positioned at beam outside and higher than beam keep out side 52, when concrete is poured into a mould, keeping out side 52 can prevent coagulation Soil outwardly, therefore, be easy to pour into a mould floor, moreover it is possible to improve the quality of floor.
As shown in Figure 13 and Figure 15, it is provided between beam 4 by horizontal Hollow cuboids 71 and longitudinal 72 groups of Hollow cuboids Into skeleton, linked together by corner brace between horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72；Skeleton leads to beam Cross corner brace to link together；The first cavity is formed between two adjacent transverse Hollow cuboids and two adjacent longitudinal Hollow cuboids 73, it is formed with the second cavity 74 between horizontal Hollow cuboids, longitudinal Hollow cuboids and beam.As shown in Figure 13 and Figure 15, Longitudinal bracing bar 82 is connected with by pull bar 6 in the lower section of longitudinal Hollow cuboids 72, as shown in figure 9, in longitudinal bracing bar Middle part is provided with bottom-up stamping forming longitudinally convex 821, between having between longitudinal bracing bar 82 and longitudinal Hollow cuboids 72 Gap, two relative edges of longitudinal bracing bar 82 stretch out longitudinal Hollow cuboids 72.Described longitudinally convex 821 are used to keep out variola mould Plate, realization is accurately positioned to variola template.
It is located on column 1 above skeleton and is provided with the reinforcing bar 83 extended to skeleton direction, reinforcing bar is wrapped in concrete.
The variola template 9 supported by longitudinal bracing bar is provided with the first cavity 73, is provided with the second cavity 74 by indulging To the variola template 9 that support bar and support bar are supported；There are the horizontal Hollow cuboids of parcel and longitudinal direction empty in the upper of variola template 9 The concrete 10 of heart rectangular tube, then forms floor after concrete setting.
The construction method of above-mentioned building is；
（1）Column 1 is built, the Weld-supporting foot 2 on column 1.
（2）Beam connecting bolt 432 is connected from Hollow cuboids Jing the first beam fixed plates 4311, the second beam fixed plate 4312 It is connected on adjacent Hollow cuboids, the two ends that end plate 42 is welded to Ji Liang is formed into beam 4；By pull bar 6 by support bar and beam Couple together, and ensure there is gap between support bar and beam；The end plate 42 of beam 4 is bolt-connected to into column 1, support bar by Support foot is supported.
（3）Horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 are coupled together by corner brace, will be by laterally hollow The skeleton of rectangular tube 71 and longitudinal composition of Hollow cuboids 72 is connected on beam 4 by corner brace, wherein, the hollow square of two adjacent transverses The first cavity 73 is formed between shape pipe and two adjacent longitudinal Hollow cuboids, in horizontal Hollow cuboids, longitudinal Hollow cuboids The second cavity 74 is formed with and beam between.
（4）Longitudinal bracing bar 82 is connected by pull bar 6 in the lower section of longitudinal Hollow cuboids 72, the two of longitudinal bracing bar 82 Relative side stretches out longitudinal Hollow cuboids 72, and between longitudinal bracing bar 82 and longitudinal Hollow cuboids 72 gap is stayed.Vertical The reinforcing bar 83 to the extension of skeleton direction is welded on post 1 positioned at the top of skeleton.
（6）The variola template 9 that laying is supported by longitudinal bracing bar in the first cavity 73, in the second cavity 74 laying by Longitudinal bracing bar and the variola template 9 of support bar supporting.
（7）In the upper concrete 10 of variola template 9, after casting complete, concrete 10 is wrapped in horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72, beam 4 and reinforcing bar 83 on.
（8）Floor is formed after concrete setting.
In the present embodiment, variola template 9 is the variola on roof in future, it is not necessary to dress separately is carried out to variola Repair, it is therefore possible to shorten the short time limit of construction, also reduces cost.Because concrete 10 is coated with the He of horizontal Hollow cuboids 71 Longitudinal Hollow cuboids 72, therefore, horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 are equivalent to the steel in conventional floors Muscle so that the intensity of building is high；In addition, laterally Hollow cuboids 71 and longitudinal Hollow cuboids 72 be it is hollow, equivalent to Reinforcing bar web frame, therefore, the consumption of concrete can be reduced, so as to reduce cost.Further, described column, beam, keel shoe, Support bar, cross-brace bar, longitudinal bracing bar, pull bar, variola template can at the scene outside prefabricated processing, only need at the scene Concrete is installed and poured into a mould, accordingly, it is capable to improve site operation efficiency, site operation cost is reduced.
The building is wrapped to form dark beam, floor and beam due to being provided with column 1, beam 4 and floor, beam 4 by concrete Lower surface is substantially flush, therefore, define the building of American plate-column structure.
3rd embodiment.
As shown in figure 16, building includes column 1, and in the present embodiment, column 1 is I-steel, and I-shaped steel section is Existing section bar, can directly take and use it, more quick relative to existing employing template molding column, while cost is also low.
As shown in figure 16, support foot 2 is installed on column 1, as shown in figure 11, support foot 2 includes fixed plate 21, supporting Plate 22 and gusset 23, support plate 22 is connected to the upper end of fixed plate 21, and support plate 22 and fixed plate 21 are in an angle of 90 degrees, and gusset 23 connects It is connected between fixed plate 21 and support plate 22, to improve the intensity of support foot.Fixed plate 21 is welded on the side of column 1, Board 22 is used for backbar.
Top positioned at underbeam 3 between two horizontal and vertical adjacent upright posts is provided with beam 4.As shown in Figure 16 and Figure 17, The beam 4 stated includes more than two groups of base beam 41, end plate 42 and beam connection 43, and every group of base beam 41 includes two Hollow cuboids 411；Described end plate 42 is respectively arranged at two ends with Ji Liang, end plate 42 is bolt-connected on column 1.Such as Figure 16 and Figure 17 Shown, described beam connection 43 includes beam support 431 and beam connecting bolt 432；As shown in figure 12, beam support 431 is wrapped The first beam fixed plate 4311, the second beam fixed plate 4312 and beam connecting plate 4313 are included, beam connecting plate 4313 is located at the first beam and fixes Between the beam fixed plate 4312 of plate 4311 and second, the section of beam support 431 is I shape, and described beam connecting bolt 432 is worn It is connected on adjacent Ji Liang from one group of base beam Jing the first beam fixed plates 4311, second beam fixed plate 4312.The girder construction is not only Energy material-saving, mitigates the weight of beam, and intensity can also reach the requirement of building.
Support bar 5 is provided with the lower section of beam 4.As shown in figure 17, support bar 5 includes supporting the connection of connecting plate 511, self-supporting The upwardly extending supporting part 513 for supporting extension 512 and self-supporting extension 512 to stretch out in inside edge of plate 511.Such as Shown in Figure 17, pull bar 6 couples together support bar 5 and beam 4 through gripper shoe 511 and beam 4, and support bar is supported by support foot, from And supporting beam action is also played, and there is gap between support bar 5 and beam 4, it is easy to Concrete Filled in gap.Support Beam 4 is stretched out in portion 513, for carrying variola template.It is provided with the outside of beam and keeping out higher than beam in the outer ledge of support bar 5 Side 52, gripper shoe 511, supports extension 512 and keeps out side 52 and form storage tank 55, and beam 4 is positioned in storage tank 55, pouring During note concrete, keeping out side 52 can prevent concrete outwardly, therefore, it is easy to pour into a mould floor, moreover it is possible to improve the quality of floor.
As shown in figure 16, the bone being made up of horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 is provided between beam 4 Frame, is linked together between horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 by corner brace；Skeleton passes through corner brace with beam Link together；The first cavity 73 is formed between two adjacent transverse Hollow cuboids and two adjacent longitudinal Hollow cuboids, in horizontal stroke The second cavity 74 is formed between Hollow cuboids, longitudinal Hollow cuboids and beam.As shown in figure 16, in horizontal hollow rectangle The lower section of pipe 71 is connected with cross-brace bar 81 by pull bar 6, is provided with lateral projection 811 at the middle part of cross-brace bar 81, such as It is contrary with lateral projection in the lower surface of cross-brace bar 81 and corresponding position is provided with clamping groove 812 shown in Figure 18, in holding Decorative panel 10a is equipped with groove 812, as shown in figure 20, decorative panel 10a includes plate body 10a1, the connection being located on plate body 10a1 The plate 10a2 and snap fit 10a3 being located on connecting plate 10a2, described snap fit 10a3 holdings in clamping groove 812, cross-brace bar Two relative edges for having gap, described cross-brace bar 81 between 81 and horizontal Hollow cuboids 71 stretch out horizontal Hollow cuboids 71.As shown in figure 16, longitudinal bracing bar 82 is connected with by pull bar 6 in the lower section of longitudinal Hollow cuboids 72, as shown in figure 19, Longitudinally convex 821 are provided with the middle part of longitudinal bracing bar, it is contrary and corresponding with longitudinally convex in the lower surface of longitudinal bracing bar 82 Position be provided with clamping groove 822, decorative panel 10a is equipped with clamping groove 822, as shown in figure 20, decorative panel 10a include plate body 10a1, the connecting plate 10a2 being located on plate body 10a1 and the snap fit 10a3 being located on connecting plate 10a2, described snap fit 10a3 cards Put in clamping groove 822, have gap between longitudinal bracing bar 82 and longitudinal Hollow cuboids 72, the two of longitudinal bracing bar 82 are relative While stretching out longitudinal Hollow cuboids 72.Described longitudinally convex 821 are used to keep out variola template, realize to the accurate of variola template Positioning.
It is located on column 1 above skeleton and is provided with the reinforcing bar 83 extended to skeleton direction, reinforcing bar is wrapped in concrete.
The variola template 9 supported by cross-brace bar and longitudinal bracing bar is provided with the first cavity 73, in the second cavity The variola template 9 supported by cross-brace bar, longitudinal bracing bar and support bar is provided with 74；There is bag in the upper of variola template 9 The concrete 10 of horizontal Hollow cuboids and longitudinal Hollow cuboids is wrapped up in, floor is then formed after concrete setting.
The construction method of above-mentioned building is；
（1）Column 1 is built, the Weld-supporting foot 2 on column 1.
（2）Beam connecting bolt 432 is connected from Hollow cuboids Jing the first beam fixed plates 4311, the second beam fixed plate 4312 It is connected on adjacent Hollow cuboids, the two ends that end plate 42 is welded to Ji Liang is formed into beam 4；By pull bar 6 by support bar and beam Couple together, and ensure there is gap between support bar and beam；The end plate 42 of beam 4 is bolt-connected to into column 1, support bar by Support foot is supported.
（3）Horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 are coupled together by corner brace, will be by laterally hollow The skeleton of rectangular tube 71 and longitudinal composition of Hollow cuboids 72 is connected on beam 4 by corner brace, wherein, the hollow square of two adjacent transverses The first cavity 73 is formed between shape pipe and two adjacent longitudinal Hollow cuboids, in horizontal Hollow cuboids, longitudinal Hollow cuboids The second cavity 74 is formed with and beam between.
（4）Longitudinal bracing bar 82 is connected by pull bar 6 in the lower section of longitudinal Hollow cuboids 72, the two of longitudinal bracing bar 82 Relative side stretches out longitudinal Hollow cuboids 72, and between longitudinal bracing bar 82 and longitudinal Hollow cuboids 72 gap is stayed.Vertical The reinforcing bar 83 to the extension of skeleton direction is welded on post 1 positioned at the top of skeleton.
（6）The variola template 9 that laying is supported by longitudinal bracing bar in the first cavity 73, in the second cavity 74 laying by Longitudinal bracing bar and the variola template 9 of support bar supporting.
（7）In the upper concrete 10 of variola template 9, after casting complete, concrete 10 is wrapped in horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 and reinforcing bar 83 on.
（8）Floor is formed after concrete setting.
（9）Holding decorative panel 10a is distinguished on cross-brace bar 81 and longitudinal bracing bar 82.
In the present embodiment, variola template 9 is the variola on roof in future, it is not necessary to dress separately is carried out to variola Repair, it is therefore possible to shorten the short time limit of construction, also reduces cost.Because concrete 10 is coated with the He of horizontal Hollow cuboids 71 Longitudinal Hollow cuboids 72, therefore, horizontal Hollow cuboids 71 and longitudinal Hollow cuboids 72 are equivalent to the steel in conventional floors Muscle so that the intensity of building is high；In addition, laterally Hollow cuboids 71 and longitudinal Hollow cuboids 72 be it is hollow, equivalent to Reinforcing bar web frame, therefore, the consumption of concrete can be reduced, so as to reduce cost.Further, described column, beam, keel shoe, Support bar, cross-brace bar, longitudinal bracing bar, pull bar, variola template can at the scene outside prefabricated processing, only need at the scene Concrete is installed and poured into a mould, accordingly, it is capable to improve site operation efficiency, site operation cost is reduced.
The building is wrapped to form dark beam, described support due to being provided with column 1, beam 4 and floor, beam 4 by concrete Bar is less than floor, therefore, define the building of American plate-column structure.
4th embodiment.
As shown in figure 21, building includes column 1, and as shown in Figure 22 and Figure 23, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member 121 and connecting bolt 122, and supporting member 121 includes First fixed plate 1211, the second fixed plate 1212, connecting plate 1213, it is solid that connecting plate 1213 is located at the first fixed plate 1211 and second Between fixed board 1212, the section of supporting member 121 is I shape, and described connecting bolt 122 is consolidated through a Hollow cuboids, first Fixed board 1211, the second fixed plate 1212 and another Hollow cuboids couple together Hollow cuboids and supporting member.Described work The connection area of the supporting member of font, the first fixed plate and the second fixed plate is big, therefore, can not only be firm by Hollow cuboids Link together, and material-saving, meanwhile, further fastened using connecting bolt, can further improve bonding strength.
In addition to column, other structures are as first embodiment.
5th embodiment.
As shown in figure 21, building includes column 1, and as shown in Figure 22 and Figure 23, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member 121 and connecting bolt 122, and supporting member 121 includes First fixed plate 1211, the second fixed plate 1212, connecting plate 1213, it is solid that connecting plate 1213 is located at the first fixed plate 1211 and second Between fixed board 1212, the section of supporting member 121 is I shape, and described connecting bolt 122 is consolidated through a Hollow cuboids, first Fixed board 1211, the second fixed plate 1212 and another Hollow cuboids couple together Hollow cuboids and supporting member.Described work The connection area of the supporting member of font, the first fixed plate and the second fixed plate is big, therefore, can not only be firm by Hollow cuboids Link together, and material-saving, meanwhile, further fastened using connecting bolt, can further improve bonding strength.
In addition to column, other structures are as second embodiment.
6th embodiment.
As shown in figure 21, building includes column 1, and as shown in Figure 22 and Figure 23, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member 121 and connecting bolt 122, and supporting member 121 includes First fixed plate 1211, the second fixed plate 1212, connecting plate 1213, it is solid that connecting plate 1213 is located at the first fixed plate 1211 and second Between fixed board 1212, the section of supporting member 121 is I shape, and described connecting bolt 122 is consolidated through a Hollow cuboids, first Fixed board 1211, the second fixed plate 1212 and another Hollow cuboids couple together Hollow cuboids and supporting member.Described work The connection area of the supporting member of font, the first fixed plate and the second fixed plate is big, therefore, can not only be firm by Hollow cuboids Link together, and material-saving, meanwhile, further fastened using connecting bolt, can further improve bonding strength.
In addition to column, other structures are as the 3rd embodiment.
7th embodiment.
As shown in figure 24, building includes column 1, and as illustrated in figs. 25 and 26, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member 123 and connecting bolt 122, and supporting member 123 is sky Heart rectangle frame, described connecting bolt 122 passes through a Hollow cuboids, supporting member and another Hollow cuboids by Hollow cuboids Couple together with supporting member.
In addition to column, other structures are as first embodiment.
8th embodiment.
As shown in figure 24, building includes column 1, and as illustrated in figs. 25 and 26, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member 123 and connecting bolt 122, and supporting member 123 is sky Heart rectangle frame, described connecting bolt 122 passes through a Hollow cuboids, supporting member and another Hollow cuboids by Hollow cuboids Couple together with supporting member.
In addition to column, other structures are as second embodiment.
9th embodiment.
As shown in figure 24, building includes column 1, and as illustrated in figs. 25 and 26, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member 123 and connecting bolt 122, and supporting member 123 is sky Heart rectangle frame, described connecting bolt 122 passes through a Hollow cuboids, supporting member and another Hollow cuboids by Hollow cuboids Couple together with supporting member.
In addition to column, other structures are as the 3rd embodiment.
Tenth embodiment.
As shown in figure 27, building includes column 1.As shown in Figure 28 and Figure 29, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member and connecting bolt.Supporting member is fixed including first Plate, the second fixed plate, connecting plate, connecting plate is located between the first fixed plate and the second fixed plate, and the section of supporting member is I-shaped Type, described connecting bolt will be hollow through a Hollow cuboids, the first fixed plate, the second fixed plate and another Hollow cuboids Rectangular tube and supporting member are coupled together；Certainly supporting member can also be hollow rectangle frame, and described connecting bolt is hollow through one Rectangular tube, supporting member and another Hollow cuboids couple together Hollow cuboids and supporting member.
As shown in Figure 28 and Figure 29, Hollow cuboids 11 and connector form frame body, are coated with the surrounding of frame body Template skin 20.Described template skin 20 includes left mould slab 201 and right mould slab 202, left mould slab 201 and right mould slab 202 Section be U-shaped, left mould slab 201 and right mould slab 202 are overlapped in junction, and are connected by screw；Template skin 20 and sky Trip bolt is provided between heart rectangular tube.Between floors, because the height of column is higher, template skin is divided into into left mould slab 201 and right mould slab 202, then it is easily installed and dismantles template skin；In addition, in the connection of left mould slab 201 and right mould slab 202 Place overlaps, accordingly, it is capable to improve the bonding strength of left mould slab and right mould slab；Meanwhile, have between template skin and Hollow cuboids Trip bolt, therefore, template skin is more firm with the connection of frame body.
In addition to column, other structures are as first embodiment.
11st embodiment.
As shown in figure 27, building includes column 1.As shown in Figure 28 and Figure 29, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member and connecting bolt.Supporting member is fixed including first Plate, the second fixed plate, connecting plate, connecting plate is located between the first fixed plate and the second fixed plate, and the section of supporting member is I-shaped Type, described connecting bolt will be hollow through a Hollow cuboids, the first fixed plate, the second fixed plate and another Hollow cuboids Rectangular tube and supporting member are coupled together；Certainly supporting member can also be hollow rectangle frame, and described connecting bolt is hollow through one Rectangular tube, supporting member and another Hollow cuboids couple together Hollow cuboids and supporting member.
As shown in Figure 28 and Figure 29, Hollow cuboids 11 and connector form frame body, are coated with the surrounding of frame body Template skin 20.Described template skin 20 includes left mould slab 201 and right mould slab 202, left mould slab 201 and right mould slab 202 Section be U-shaped, left mould slab 201 and right mould slab 202 are overlapped in junction, and are connected by screw；Template skin 20 and sky Trip bolt is provided between heart rectangular tube.Between floors, because the height of column is higher, template skin is divided into into left mould slab 201 and right mould slab 202, then it is easily installed and dismantles template skin；In addition, in the connection of left mould slab 201 and right mould slab 202 Place overlaps, accordingly, it is capable to improve the bonding strength of left mould slab and right mould slab；Meanwhile, have between template skin and Hollow cuboids Trip bolt, therefore, template skin is more firm with the connection of frame body.
In addition to column, other structures are as second embodiment.
12nd embodiment.
As shown in figure 27, building includes column 1.As shown in Figure 28 and Figure 29, described column 1 includes more than two Hollow cuboids 11 and connector 12.Described connector 12 includes supporting member and connecting bolt.Supporting member is fixed including first Plate, the second fixed plate, connecting plate, connecting plate is located between the first fixed plate and the second fixed plate, and the section of supporting member is I-shaped Type, described connecting bolt will be hollow through a Hollow cuboids, the first fixed plate, the second fixed plate and another Hollow cuboids Rectangular tube and supporting member are coupled together；Certainly supporting member can also be hollow rectangle frame, and described connecting bolt is hollow through one Rectangular tube, supporting member and another Hollow cuboids couple together Hollow cuboids and supporting member.
As shown in Figure 28 and Figure 29, Hollow cuboids 11 and connector form frame body, are coated with the surrounding of frame body Template skin 20.Described template skin 20 includes left mould slab 201 and right mould slab 202, left mould slab 201 and right mould slab 202 Section be U-shaped, left mould slab 201 and right mould slab 202 are overlapped in junction, and are connected by screw；Template skin 20 and sky Trip bolt is provided between heart rectangular tube.Between floors, because the height of column is higher, template skin is divided into into left mould slab 201 and right mould slab 202, then it is easily installed and dismantles template skin；In addition, in the connection of left mould slab 201 and right mould slab 202 Place overlaps, accordingly, it is capable to improve the bonding strength of left mould slab and right mould slab；Meanwhile, have between template skin and Hollow cuboids Trip bolt, therefore, template skin is more firm with the connection of frame body.
In addition to column, other structures are as the 3rd embodiment.

Claims (27)

1. a kind of building, including column and beam, are provided with described beam between two columns；It is characterized in that：It is provided between beams The skeleton being made up of horizontal Hollow cuboids and longitudinal Hollow cuboids, two adjacent transverse Hollow cuboids and two adjacent longitudinal direction skies The first cavity is formed between heart rectangular tube, between horizontal Hollow cuboids, longitudinal Hollow cuboids and beam the second chamber is formed with Body；Support bar is connected with by pull bar in the lower section of beam, there is gap between support bar and beam；In the lower section of horizontal Hollow cuboids Cross-brace bar is connected with by pull bar, has gap between cross-brace bar and horizontal Hollow cuboids；In longitudinal hollow rectangle The lower section of pipe is connected with longitudinal bracing bar by pull bar, has gap between longitudinal bracing bar and longitudinal Hollow cuboids；First The variola template supported by cross-brace bar and longitudinal bracing bar is provided with cavity, is provided with by cross-brace in the second cavity The variola template of bar, longitudinal bracing bar and support bar supporting；There are the horizontal Hollow cuboids of parcel in variola template upper and indulge To the concrete of Hollow cuboids.
2. building according to claim 1, it is characterised in that：Described column is I-steel.
3. building according to claim 1, it is characterised in that：Described column includes the Hollow cuboids of more than two And connector, connector is connected between Hollow cuboids.
4. building according to claim 3, it is characterised in that：Described connector includes supporting member and connecting bolt, Supporting member includes the first fixed plate, the second fixed plate, connecting plate, and connecting plate is located between the first fixed plate and the second fixed plate, The section of supporting member is I shape, and described connecting bolt is through a Hollow cuboids, the first fixed plate, the second fixed plate and another One Hollow cuboids couple together Hollow cuboids and supporting member.
5. building according to claim 3, it is characterised in that：Described connector includes supporting member and connecting bolt, Supporting member is hollow rectangle frame, and described connecting bolt passes through a Hollow cuboids, supporting member and another Hollow cuboids by sky Heart rectangular tube and supporting member are coupled together.
6. the building according to claim 4 or 5, it is characterised in that：Hollow cuboids and connector form frame body, The surrounding of frame body is coated with template skin.
7. building according to claim 6, it is characterised in that：Described template skin includes left mould slab and right mould plate The section of skin, left mould slab and right mould slab is U-shaped, and left mould slab and right mould slab are overlapped in junction, and are connected by screw Connect；Trip bolt is provided between template skin and Hollow cuboids.
8. building according to claim 6, it is characterised in that：Concrete is cast with template Intradermal.
9. building according to claim 1, it is characterised in that：The support foot for backbar is provided with column.
10. building according to claim 1, it is characterised in that：It is located between column below beam and is provided with backbar Underbeam.
11. buildings according to claim 10, it is characterised in that：The supporting for supporting underbeam is provided with column Foot.
12. buildings according to claim 1, it is characterised in that：Described beam include more than two groups Ji Liang, end plate and Beam connection, every group of Ji Liang includes the Hollow cuboids of more than；Described end plate is provided with the two ends of Ji Liang；Described beam Connector includes beam support and beam connecting bolt, and beam support includes the connection of the first beam fixed plate, the second beam fixed plate and beam Plate, beam connecting plate is located between the first beam fixed plate and the second beam fixed plate, and the section of beam support is I shape, described beam Connecting bolt is worn from one group of base beam Jing the first beam fixed plates, second beam fixed plate and is connected on adjacent Ji Liang.
13. buildings according to claim 1, it is characterised in that：Bottom-up punch forming is provided with the middle part of support bar Projection.
14. buildings according to claim 1 or 13, it is characterised in that：It is provided with positioned at beam in the outer ledge of support bar Outside and keep out side higher than beam.
15. buildings according to claim 1, it is characterised in that：Bottom-up punching is provided with the middle part of cross-brace bar Molded lateral projection；It is provided with bottom-up stamping forming longitudinally convex in the middle part of longitudinal bracing bar.
16. buildings according to claim 1, it is characterised in that：Horizontal Hollow cuboids are located in the upper surface of skeleton Top board is provided with longitudinal Hollow cuboids junction, in the lower surface of skeleton the hollow square of horizontal Hollow cuboids and longitudinal direction is located at Shape pipe junction is provided with lower platen, and bolt Jing top boards are connected on lower platen through skeleton；In beam and the junction position of skeleton Top board is provided with the upper surface of skeleton, the lower surface for being located at skeleton in the junction of beam and skeleton is provided with lower platen, bolt Jing Top board is connected on lower platen through skeleton and beam.
17. buildings according to claim 1, it is characterised in that：It is located on column above skeleton and is provided with to skeleton The reinforcing bar that direction extends, reinforcing bar is wrapped in concrete.
18. a kind of construction methods of building, it is characterised in that comprise the steps：
（1）Build column；
（2）The tie-beam between two columns；
（3）The skeleton being made up of horizontal Hollow cuboids and longitudinal Hollow cuboids is connected on beam, wherein, two adjacent transverses The first cavity is formed between Hollow cuboids and two adjacent longitudinal Hollow cuboids, in horizontal Hollow cuboids, the hollow square in longitudinal direction The second cavity is formed between shape pipe and beam；
（3）Support bar is connected by pull bar in the lower section of beam, the inner side edge of support bar stretches out the inner side of beam, support bar and beam it Between stay gap；Cross-brace bar, the two opposite sides side of cross-brace bar are connected by pull bar in the lower section of horizontal Hollow cuboids Horizontal Hollow cuboids are stretched out, between cross-brace bar and horizontal Hollow cuboids gap is stayed；In longitudinal Hollow cuboids Lower section connects longitudinal bracing bar by pull bar, and longitudinal Hollow cuboids are stretched out on the two opposite sides side of longitudinal bracing bar, is longitudinally propping up Gap is stayed between stay and longitudinal Hollow cuboids；
（4）The variola template supported by cross-brace bar and longitudinal bracing bar is laid in the first cavity, is spread in the second cavity If the variola template supported by cross-brace bar, longitudinal bracing bar and support bar；
（5）In variola template upper concrete, after casting complete, concrete is wrapped in horizontal Hollow cuboids and longitudinal direction is hollow On rectangular tube；
（6）Floor is formed after concrete setting.
19. architecture construction methods according to claim 18, it is characterised in that：By the hollow rectangle Gutron of more than two Cross connector to couple together to form column.
20. architecture construction methods according to claim 19, it is characterised in that：Described connector include supporting member and Connecting bolt, supporting member includes the first fixed plate, the second fixed plate, connecting plate, and connecting plate is located at the first fixed plate and second and consolidates Between fixed board, the section of supporting member is I shape, described connecting bolt through a Hollow cuboids, the first fixed plate, second Fixed plate and another Hollow cuboids couple together Hollow cuboids and supporting member.
21. architecture construction methods according to claim 19, it is characterised in that：Described connector include supporting member and Connecting bolt, supporting member is hollow rectangle frame, and described connecting bolt passes through a Hollow cuboids, supporting member and another hollow square Shape pipe couples together Hollow cuboids and supporting member.
22. the architecture construction method according to claim 20 or 21, it is characterised in that：Hollow cuboids and connection are formed Frame body, in the surrounding cladding mould slab of frame body.
23. architecture construction methods according to claim 22, it is characterised in that：When concrete is poured into a mould, while to mould Cast concrete in slab.
24. architecture construction methods according to claim 18, it is characterised in that：Before tie-beam, weld on column Support foot, then connects the beam supported by support foot between column.
25. architecture construction methods according to claim 18, it is characterised in that：Described beam includes more than two groups of base Beam, end plate and beam connection, every group of Ji Liang includes the Hollow cuboids of more than；It is described in being respectively arranged at two ends with for Ji Liang End plate；Described beam connection includes beam support and beam connecting bolt, and beam support includes that the first beam fixed plate, the second beam are consolidated Fixed board and beam connecting plate, beam connecting plate is located between the first beam fixed plate and the second beam fixed plate, and the section of beam support is work Font, described beam connecting bolt is worn from one group of base beam Jing the first beam fixed plates, second beam fixed plate and is connected to adjacent Ji Liang On.
26. architecture construction methods according to claim 18, it is characterised in that：It is provided with the middle part of support bar bottom-up Stamping forming projection；It is provided with the outside of beam in the outer ledge of support bar and keeps out side higher than beam；In cross-brace bar Middle part be provided with bottom-up stamping forming lateral projection；It is provided with bottom-up stamping forming in the middle part of longitudinal bracing bar It is longitudinally convex.
27. architecture construction methods according to claim 18, it is characterised in that：After skeleton is connected, in the upper of skeleton Surface is located at horizontal Hollow cuboids and longitudinal Hollow cuboids junction arranges top board, is located in the lower surface of skeleton horizontal Hollow cuboids and longitudinal Hollow cuboids junction arrange lower platen, and bolt Jing top boards are connected to lower platen through skeleton On；The upper surface for being located at skeleton in the junction of beam and skeleton arranges top board, and in the junction of beam and skeleton skeleton is located at Lower surface arranges lower platen, and bolt Jing top boards are connected on lower platen through skeleton and beam.
CN201380053711.9A 2013-10-12 2013-10-12 Building and construction method thereof Expired - Fee Related CN104797762B (en)

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CN106978851A (en) * 2016-01-19 2017-07-25 张跃 A kind of building construction method
CN106759863A (en) * 2016-11-23 2017-05-31 广州电力机车有限公司 A kind of modularization steel house frame structure
MX2021004832A (en) * 2018-11-14 2021-06-15 Innovative Building Tech Llc Balcony system and method.

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