CN112709480A - Light steel villa with fastening floor and fastening mode - Google Patents
Light steel villa with fastening floor and fastening mode Download PDFInfo
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- CN112709480A CN112709480A CN202011525835.0A CN202011525835A CN112709480A CN 112709480 A CN112709480 A CN 112709480A CN 202011525835 A CN202011525835 A CN 202011525835A CN 112709480 A CN112709480 A CN 112709480A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 104
- 239000010959 steel Substances 0.000 title claims abstract description 104
- 230000003014 reinforcing effect Effects 0.000 claims description 21
- 238000009434 installation Methods 0.000 claims description 19
- 238000010276 construction Methods 0.000 claims description 17
- 238000000034 method Methods 0.000 claims description 17
- 238000004519 manufacturing process Methods 0.000 claims description 15
- 230000000149 penetrating effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 230000009471 action Effects 0.000 description 5
- 238000011900 installation process Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 5
- 238000001816 cooling Methods 0.000 description 4
- 238000010079 rubber tapping Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 238000009500 colour coating Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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Abstract
The invention relates to the technical field of floor splicing, in particular to a light steel villa with a buckled floor and a buckling mode. In order to solve the technical problems, the invention provides a light steel villa with a fastening type floor slab and a fastening mode.
Description
Technical Field
The invention relates to the field of floor splicing, in particular to a light steel villa with a fastening type floor and a fastening mode.
Background
The light steel villa adopts a light steel structure as a framework of the villa, the light steel structure of the light steel villa has higher matching precision in the modularized production and installation process, the light steel structure is a novel building material, the house framework is constructed by combining H-shaped steel and thin-wall cold-bending C, Z-shaped steel, the roof and the wall adopt color coating profiled steel plates or sandwich color plates, the light steel structure building adopts prefabricated components, a main steel frame is welded profile steel or hot-rolled profile steel so as to fully play the mechanical property of high-strength steel, a secondary component is high-strength cold-bending thin-wall C-shaped or Z-shaped steel which is subjected to anticorrosion treatment, the secondary component is connected with the main steel frame by bolts, the main steel frame and the secondary component are subjected to modularized production to complete the quick construction of the light steel villa structure, a dry floor slab and a wet floor slab exist in the floor slab construction process of the light steel villa, the dry floor slab is directly buckled at the top end of a C-shaped steel joist, fixed position after accomplishing light concrete board and joist lock joint through the self tapping screw, the difficult affirmation of light concrete board mounted position, it is low to assemble the precision, light concrete board when self tapping screw drilling is fixed, light concrete board surface is because the crackle appears in the stress action reason, leads to the self tapping screw to appear the dislocation and not hard up to fix the top at the joist with light concrete board accuracy, has following problem point to the installation of dry floor: 1. the problem of floor slab splicing dislocation caused by improper installation of light concrete is solved; 2. the light concrete slab has insufficient strength and large installation loss; 3. the field installation process is multiple and complex in operation, and the construction efficiency is low.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a light steel villa with a fastening type floor slab and a fastening mode, and solves the problems of large installation loss, staggered floor slab splicing and low construction efficiency due to complicated field installation of the light steel villa with the fastening type floor slab and the fastening mode.
In order to achieve the purpose, the invention is realized by the following technical scheme: the utility model provides a light steel villa and lock joint mode of lock joint formula floor, includes the ground, the top fixedly connected with mount of ground, the top fixedly connected with wallboard support of mount, the top fixedly connected with boundary beam of wallboard support, the top fixedly connected with joist of boundary beam, the top fixedly connected with lock joint structure of joist, the light-duty concrete slab structure of outside fixedly connected with of lock joint structure.
Preferably, the two ends of the fastening structure are abutted to the two ends of the joist, the top end of the fastening structure is abutted to the inner side of the boundary beam, the inner side of the bottom surface of the light concrete plate structure is fixedly connected to the outer side of the fastening structure, and the side surface of the light concrete plate structure is abutted to the inner side of the boundary beam.
Preferably, the fastening structure includes the jia girder slab, the section butt of jia girder slab is on the top of joist, the draw-in groove has been seted up to the inboard of jia girder slab, the inner wall butt of draw-in groove is in the outside of joist, the equal threaded connection in both ends of jia girder slab has positioning bolt.
Preferably, the float beam plate is made of C-shaped steel, and the bottoms of two ends of the float beam plate abut against the top surface of the edge beam.
Preferably, the middle part of the positioning bolt is connected through from the top end to the bottom end of the jia girder plate, and the bottom end of the positioning bolt is connected through from the top end to the bottom end of the joist.
Preferably, the light concrete plate structure comprises a support column, the side surface of the support column abuts against the inner side of the boundary beam, a fixing groove is formed in the inner side of the support column, a fixing bolt is connected to the inner side of the fixing groove in a threaded manner, and an anti-torsion bar penetrates through the top of the fixing bolt.
The utility model discloses a steel wire net support column, including support column, middle part fixedly connected with of support column, the top side of support column is fixedly connected with horizontal billet respectively and erects the billet, the middle part fixedly connected with of horizontal billet erects the stiffening plate, the middle part fixedly connected with of erecting the billet violently puts the stiffening plate, the side fixedly connected with wire net of horizontal billet.
Preferably, the torsion-proof rods are fixedly connected to the top ends of the supporting columns in a crossed manner, the number of the torsion-proof rods is four, every two torsion-proof rods form a group, and the middle part of each group of torsion-proof rods is riveted to the middle part of the vertical reinforcing plate.
Preferably, the side fixed connection of wire net is in the side of support column, horizontal steel bar and perpendicular billet, the inboard butt in proper order of wire net has the torsion bar of preventing from top to bottom, erects stiffening plate and horizontal stiffening plate.
A fastening method of a light steel villa with fastening type floor slabs comprises the following steps:
s1, firstly, welding the support columns at two ends of the horizontal steel bars and the vertical steel bars to complete the frame building of the light concrete plate structure.
S2, fixedly connecting the torsion-proof rods on the top ends of the supporting columns in a crossed manner through fixing bolts, and respectively welding the vertically arranged reinforcing plates and the horizontally arranged reinforcing plates on the bottom surfaces of the middle parts of the horizontal steel bars and the bottom surfaces of the middle parts of the vertical steel bars.
S3, paving the steel wire mesh on the surface of the light concrete plate structure, fixedly connecting the float beam plate to the bottom surface of the light concrete plate structure, and pouring concrete to finish the manufacture of the light concrete plate structure.
S4, hoisting the light concrete slab structure to a construction installation area, completing the installation of the light concrete slab structure through the clamping connection of the joist and the clamping groove, and completing the fixation of the light concrete slab structure through the positioning bolt.
Advantageous effects
The invention provides a light steel villa with a fastening floor and a fastening mode. Compared with the prior art, the method has the following beneficial effects:
(1) the light steel villa of the lock joint type floor and the lock joint method can complete the quick positioning of the light steel villa of the lock joint type floor and the light concrete plate structure of the lock joint type floor through the boundary beam, the joist, the lock joint structure, the float girder plate, the clamping groove, the positioning bolt and the light concrete plate structure, the mounting position of the light concrete plate structure is quickly determined through the clamping groove, the positioning bolt is adjusted to complete the quick positioning and mounting of the light concrete plate structure, the use of the clamping groove ensures the position stability of the light concrete plate structure on the joist, even if the positioning bolt is broken and loosened, the light concrete plate structure can still be fixedly connected at the top end of the joist through the float girder plate, the whole structure stability of the light steel villa is ensured, the float girder plate is fixedly connected at the inner side of the ground of the light concrete plate structure, the structure rigidity of the light concrete plate structure is improved, and two ends of the float girder plate extend to the outer side of the light concrete, the positioning operation is conveniently carried out when the light concrete slab structure is hoisted.
(2) The light steel villa of the lock joint type floor and the lock joint method complete the strength promotion of the light steel villa of the lock joint type floor and the lock joint method through the light concrete plate structure, the support column, the fixed groove, the fixed bolt, the torsion-proof rod, the transverse steel bar, the vertical stiffening plate, the transverse stiffening plate and the steel wire mesh, complete the frame building of the light concrete plate structure through the support column, the transverse steel bar and the vertical steel bar, improve the production and manufacture efficiency of the light concrete plate structure through the modularized manufacture, improve the structural strength promotion of the light concrete plate structure through the vertical stiffening plate and the transverse stiffening plate, ensure that the internal temperature and the surface temperature of the light concrete plate structure keep smaller temperature difference in the cooling stage through the built-in fixed vertical stiffening plate and the transverse stiffening plate, avoid the light concrete plate structure from larger internal and external temperature difference in the cooling stage, the light steel villa with the buckling type floor slab and the manufacturing cost of the buckling mode are not reduced, the surface stress of the light concrete slab structure is cleared up through the steel wire mesh, meanwhile, the use of the steel wire mesh ensures that the integral rigidity of the light concrete slab structure is improved, the anti-torsion rod ensures the stability of the square structure of the light concrete slab structure, the light concrete slab structure is ensured to maintain self stability when a strong shock occurs outside, the extrusion force transmitted to the light concrete slab structure from the outside is eliminated, the structure strength of the light concrete slab is improved, the appearance protection to the light concrete plate structural strength is completed through the support columns, the transverse steel bars, the vertical steel bars and the steel wire meshes, and the light concrete plate structural strength is prevented from being broken due to jolting and colliding in the transportation and installation processes.
(3) The light steel villa of the lock joint type floor and the lock joint method complete the rapid assembly of the light steel villa of the lock joint type floor and the light concrete plate structure in the lock joint type floor through the boundary beam, the joist, the lock joint structure, the jia beam plate, the clamping groove, the positioning bolt, the light concrete plate structure, the supporting column, the fixing groove, the fixing bolt, the torsion preventing rod, the transverse steel bar, the vertical reinforcing plate, the transverse reinforcing plate and the steel wire mesh, complete the rapid manufacture and the strength improvement of the light concrete plate structure through the supporting column, the fixing groove, the fixing bolt, the torsion preventing rod, the transverse steel bar, the vertical reinforcing plate, the transverse reinforcing plate and the steel wire mesh, do not need to use the traditional installation process operation to reduce the construction efficiency in the installation stage, the light concrete plate structure is integrally transported to the construction area after being produced in the prefabrication factory, the light concrete plate, in the splicing process, the position is determined through the jia beam plate, the whole installation process is few, the installation speed is high, the pouring operation of the lightweight concrete plate is not needed on the site, and the site installation construction cost is reduced.
Drawings
FIG. 1 is a front view of the structure of the present invention;
FIG. 2 is a top view of the anti-twist bar construction of the present invention;
FIG. 3 is a top view of a float beam plate structure according to the present invention;
FIG. 4 is a top view of the wire mesh structure of the present invention;
figure 5 is a side cross-sectional view of the support post structure of the present invention.
In the figure: 1. a foundation; 2. a fixed mount; 3. a wallboard support; 4. a boundary beam; 5. a joist; 6. a fastening structure; 601. a float beam plate; 602. a card slot; 603. positioning the bolt; 7. a lightweight concrete slab structure; 701. a support pillar; 702. fixing grooves; 703. fixing the bolt; 704. a torsion prevention bar; 705. a transverse steel bar; 706. erecting the steel bars; 707. vertically arranging a reinforcing plate; 708. a horizontally disposed stiffening plate; 709. and (5) steel wire meshes.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-5, a light steel villa with fastening type floor and a fastening method thereof, comprising a foundation 1, a fixing frame 2 fixedly connected to the top end of the foundation 1, a wall panel bracket 3 fixedly connected to the top end of the fixing frame 2, a side beam 4 fixedly connected to the top end of the wall panel bracket 3, a joist 5 fixedly connected to the top end of the side beam 4, a fastening structure 6 fixedly connected to the top end of the joist 5, and a light concrete slab structure 7 fixedly connected to the outer side of the fastening structure 6.
In the invention, two ends of the buckling structure 6 are butted with two ends of the joist 5, the top end of the buckling structure 6 is butted with the inner side of the boundary beam 4, the inner side of the bottom surface of the light concrete plate structure 7 is fixedly connected with the outer side of the buckling structure 6, and the side surface of the light concrete plate structure 7 is butted with the inner side of the boundary beam 4. It should be noted that the fastening structure 6 ensures the rapid positioning and position fixing of the light steel villa of the fastening type floor and the light concrete plate structure 7 in the fastening type floor in the rapid hoisting stage, and the use of the light concrete plate structure 7 simplifies the on-site installation and construction process of the light steel villa of the fastening type floor and the fastening type floor, improves the installation and construction progress, and reduces the installation and construction cost of the light steel villa of the fastening type floor and the fastening type floor.
According to the clamp fastening structure, the fastening structure 6 comprises a float beam plate 601, the section of the float beam plate 601 abuts against the top end of the joist 5, a clamping groove 602 is formed in the float beam plate 601, the inner wall of the clamping groove 602 abuts against the outer side of the joist 5, and positioning bolts 603 are in threaded connection with two ends of the float beam plate 601. It should be noted that, the use of the clamping groove 602 ensures that the installation position of the light concrete plate structure 7 is quickly positioned, and the fastening structure 6 is kept stable at the top end of the joist 5 through the clamping groove 602, so that even if the positioning bolt 603 is broken and loosened, the light concrete plate structure 7 can still be fixedly connected to the top end of the joist 5 through the float plate 601.
In the invention, the float beam plate 601 is made of C-shaped steel, and the bottoms of two ends of the float beam plate 601 abut against the top surface of the boundary beam 4. What need to explain, the fixed connection of the jia beam slab 601 is inboard in the ground of light-duty concrete plate structure 7, has promoted the structural rigidity of light-duty concrete plate structure 7, and the both ends of jia beam slab 601 extend to the outside of light-duty concrete plate structure 7, carry out the location operation when conveniently hoisting light-duty concrete plate structure 7.
In the invention, the middle part of the positioning bolt 603 is connected to the top end to the bottom end of the float beam plate 601 in a penetrating manner, and the bottom end of the positioning bolt 603 is connected to the top end to the bottom end of the joist 5 in a penetrating manner. It should be noted that after the lightweight concrete plate structure 7 is lifted and positioned, the positioning bolts 603 fixedly connect the float beam plate 601 to the top of the joist 5 to keep the position of the fastening structure 6 fixed.
In the invention, the light concrete plate structure 7 comprises a supporting column 701, the side surface of the supporting column 701 abuts against the inner side of the boundary beam 4, a fixing groove 702 is formed in the inner side of the supporting column 701, a fixing bolt 703 is connected to the inner side of the fixing groove 702 in a threaded manner, and an anti-torsion bar 704 penetrates through the top of the fixing bolt 703.
The top end side of the support column 701 is fixedly connected with a horizontal steel bar 705 and a vertical steel bar 706 respectively, the middle of the horizontal steel bar 705 is fixedly connected with a vertical reinforcing plate 707, the middle of the vertical steel bar 706 is fixedly connected with a horizontal reinforcing plate 708, and the side of the horizontal steel bar 705 is fixedly connected with a steel wire mesh 709. It should be noted that, the frame construction of the light concrete plate structure 7 is completed through the support columns 701, the horizontal steel bars 705 and the vertical steel bars 706, the production and manufacturing efficiency of the light concrete plate structure 7 is improved through the modularized manufacturing, the structural strength of the light concrete plate structure 7 is improved through the vertical reinforcing plate 707 and the horizontal reinforcing plate 708, the built-in fixed vertical reinforcing plate 707 and the horizontal reinforcing plate 708 ensure that the internal temperature and the surface temperature of the light concrete plate structure keep smaller temperature difference in the cooling stage, the light concrete plate structure 7 is prevented from being cracked under the action of tensile stress due to the large internal and external temperature difference in the cooling stage, the production and installation loss of the light concrete plate structure 7 is increased, and the manufacturing cost of the light steel villa and the buckling mode of the buckling type floor slab is not reduced.
In the invention, the torsion-proof rods 704 are fixedly connected to the top ends of the supporting columns 701 in a crossed manner, the number of the torsion-proof rods 704 is four, every two torsion-proof rods 704 form a group, and the middle part of each group of torsion-proof rods 704 is riveted to the middle part of the vertical reinforcing plate 707. It should be noted that the torsion-proof rod 704 ensures the stability of the square structure of the light concrete slab structure 7, ensures that the light concrete slab structure 7 maintains its stability when a strong shock occurs outside, and eliminates the extrusion force transmitted from the outside to the light concrete slab structure 7.
In the invention, the side surface of the steel wire mesh 709 is fixedly connected to the side surfaces of the support column 701, the transverse steel bar 705 and the vertical steel bar 706, and the inner side of the steel wire mesh 709 is sequentially abutted with the torsion prevention bar 704, the vertical reinforcing plate 707 and the transverse reinforcing plate 708 from top to bottom. It should be noted that the steel wire mesh 709 completes the digestion of the surface stress of the light concrete slab structure 7, and the use of the steel wire mesh 709 ensures that the overall rigidity of the light concrete slab structure 7 is improved.
A fastening method of a light steel villa with fastening type floor slabs comprises the following steps:
s1, the support columns 701 are first welded to the two ends of the horizontal steel bars 705 and the vertical steel bars 706, thereby completing the frame construction of the lightweight concrete slab structure 7.
S2, the torsion bar 704 is fixedly connected to the top end of the support column 701 through the fixing bolt 703, and the vertical stiffening plate 707 and the horizontal stiffening plate 708 are welded to the bottom surface of the middle portion of the horizontal steel bar 705 and the bottom surface of the middle portion of the vertical steel bar 706, respectively.
And S3, paving the steel wire mesh 709 on the surface of the light concrete plate structure 7, fixedly connecting the float beam plate 601 to the bottom surface of the light concrete plate structure 7, and starting to pour concrete to complete the manufacture of the light concrete plate structure 7.
S4, hoisting the light concrete slab structure 7 to a construction installation area, completing the installation of the light concrete slab structure 7 through the clamping connection of the joist 5 and the clamping groove 602, and completing the fixation of the light concrete slab structure 7 through the positioning bolt 603.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. The utility model provides a light steel villa of lock joint formula floor, includes ground (1), its characterized in that: the top fixedly connected with mount (2) of ground (1), the top fixedly connected with wallboard support (3) of mount (2), the top fixedly connected with boundary beam (4) of wallboard support (3), the top fixedly connected with joist (5) of boundary beam (4), the top fixedly connected with lock joint structure (6) of joist (5), the light-duty concrete slab structure (7) of outside fixedly connected with of lock joint structure (6).
2. The buckled floor light steel villa of claim 1, wherein: the two ends of the fastening structure (6) are abutted to the two ends of the joist (5), the top end of the fastening structure (6) is abutted to the inner side of the boundary beam (4), the inner side of the bottom surface of the light concrete plate structure (7) is fixedly connected to the outer side of the fastening structure (6), and the side face of the light concrete plate structure (7) is abutted to the inner side of the boundary beam (4).
3. The buckled floor light steel villa of claim 1, wherein: the clamp connection structure (6) comprises a float beam plate (601), the section of the float beam plate (601) abuts against the top end of the joist (5), a clamping groove (602) is formed in the inner side of the float beam plate (601), the inner wall of the clamping groove (602) abuts against the outer side of the joist (5), and positioning bolts (603) are in threaded connection with the two ends of the float beam plate (601).
4. A buckled floor lightweight steel villa according to claim 3, wherein: the float beam plate (601) is made of C-shaped steel, and the bottoms of two ends of the float beam plate (601) abut against the top surface of a side beam (4) of the side beam (4).
5. A buckled floor lightweight steel villa according to claim 3, wherein: the middle part of the positioning bolt (603) is connected to the top end to the bottom end of the jia beam plate (601) in a penetrating mode, and the bottom end of the positioning bolt (603) is connected to the top end to the bottom end of the joist (5) in a penetrating mode.
6. The buckled floor light steel villa of claim 1, wherein: the light concrete plate structure (7) comprises a supporting column (701), the side surface of the supporting column (701) abuts against the inner side of the boundary beam (4), a fixing groove (702) is formed in the inner side of the supporting column (701), a fixing bolt (703) is connected to the inner side of the fixing groove (702) in a threaded mode, and a torsion preventing rod (704) penetrates through the top of the fixing bolt (703);
the utility model discloses a reinforcing plate, including support column (701), the top side of support column (701) is fixedly connected with horizontal billet (705) and perpendicular billet (706) respectively, the middle part fixedly connected with of horizontal billet (705) erects and puts stiffening plate (707), the middle part fixedly connected with of erecting billet (706) puts stiffening plate (708), the side fixedly connected with wire net (709) of horizontal billet (705).
7. The buckled floor light steel villa of claim 6, wherein: the torsion preventing bars (704) are fixedly connected to the top ends of the supporting columns (701) in a crossed mode, the number of the torsion preventing bars (704) is four, every two torsion preventing bars (704) form a group, and the middle portion of each group of torsion preventing bars (704) is riveted to the middle portion of the vertical reinforcing plate (707).
8. The buckled floor light steel villa of claim 6, wherein: the side fixed connection of wire net (709) is in the side of support column (701), horizontal steel bar (705) and perpendicular steel bar (706), the inboard of wire net (709) from top to bottom in proper order the butt have prevent torsion bar (704), erect stiffening plate (707) and horizontal stiffening plate (708).
9. A fastening method of a light steel villa with fastening floor slabs as claimed in claim 1, wherein: the method comprises the following steps:
s1, firstly, welding the support columns (701) at two ends of the horizontal steel bars (705) and the vertical steel bars (706) to complete the frame construction of the light concrete plate structure (7);
s2, cross-fixedly connecting the torsion preventing rod (704) to the top end of the supporting column (701) through a fixing bolt (703), and respectively welding a vertical reinforcing plate (707) and a horizontal reinforcing plate (708) to the bottom surface of the middle part of the horizontal steel bar (705) and the bottom surface of the middle part of the vertical steel bar (706);
s3, paving a steel wire mesh (709) on the surface of the light concrete plate structure (7), fixedly connecting the float beam plate (601) to the bottom surface of the light concrete plate structure (7), and starting to pour concrete to finish the manufacture of the light concrete plate structure (7);
s4, hoisting the light concrete slab structure (7) to a construction installation area, completing the installation of the light concrete slab structure (7) through the clamping of the joist (5) and the clamping groove (602), and completing the fixation of the light concrete slab structure (7) through the positioning bolt (603).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011525835.0A CN112709480B (en) | 2020-12-22 | 2020-12-22 | Light steel villa with fastening floor and fastening mode |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011525835.0A CN112709480B (en) | 2020-12-22 | 2020-12-22 | Light steel villa with fastening floor and fastening mode |
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| Publication Number | Publication Date |
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| CN112709480A true CN112709480A (en) | 2021-04-27 |
| CN112709480B CN112709480B (en) | 2022-08-09 |
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| CN206707084U (en) * | 2017-03-20 | 2017-12-05 | 开平市华鼎金属结构工程有限公司 | A kind of composite floor |
| CN107675794A (en) * | 2017-11-07 | 2018-02-09 | 北京诚栋国际营地集成房屋股份有限公司 | Prefabricated steel framework frame module room |
| CN208441311U (en) * | 2018-05-29 | 2019-01-29 | 北京集简筑成科技有限公司 | Floor for assembled architecture |
| CN210597798U (en) * | 2019-06-28 | 2020-05-22 | 中城建筑材料有限公司 | Prefabricated assembled coincide floor |
| CN211201235U (en) * | 2018-10-18 | 2020-08-07 | 东莞市环鼎建筑技术服务有限公司 | Novel floor rigidity reinforcing structure |
| CN211949113U (en) * | 2019-12-11 | 2020-11-17 | 中国电建集团华东勘测设计研究院有限公司 | A prefabricated floor slab splicing structure |
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| JPH02186040A (en) * | 1989-01-13 | 1990-07-20 | Sekisui Chem Co Ltd | Floor structure body |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
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| CN208441311U (en) * | 2018-05-29 | 2019-01-29 | 北京集简筑成科技有限公司 | Floor for assembled architecture |
| CN211201235U (en) * | 2018-10-18 | 2020-08-07 | 东莞市环鼎建筑技术服务有限公司 | Novel floor rigidity reinforcing structure |
| CN210597798U (en) * | 2019-06-28 | 2020-05-22 | 中城建筑材料有限公司 | Prefabricated assembled coincide floor |
| CN211949113U (en) * | 2019-12-11 | 2020-11-17 | 中国电建集团华东勘测设计研究院有限公司 | A prefabricated floor slab splicing structure |
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| CN112709480B (en) | 2022-08-09 |
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Application publication date: 20210427 Assignee: Baorunda New Material Technology Co.,Ltd. Assignor: Baorunda New Material Co.,Ltd. Contract record no.: X2024980005499 Denomination of invention: A light steel villa with a buckle type floor slab and its buckle connection method Granted publication date: 20220809 License type: Common License Record date: 20240510 |