CN110656701B - Assembled steel construction building - Google Patents
Assembled steel construction building Download PDFInfo
- Publication number
- CN110656701B CN110656701B CN201910981958.6A CN201910981958A CN110656701B CN 110656701 B CN110656701 B CN 110656701B CN 201910981958 A CN201910981958 A CN 201910981958A CN 110656701 B CN110656701 B CN 110656701B
- Authority
- CN
- China
- Prior art keywords
- steel
- sliding
- trapezoidal
- cylinders
- sand grip
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- 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
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/344—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts
- E04B1/3441—Structures characterised by movable, separable, or collapsible parts, e.g. for transport with hinged parts with articulated bar-shaped elements
-
- 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
- E04B2001/2439—Adjustable connections, e.g. using elongated slots or threaded adjustment elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a steel structure building, in particular to an assembly type steel structure building which comprises a transverse steel beam, a fastening screw I, a transverse sliding hole, a vertical steel beam, a trapezoidal convex strip II, a threaded hole, a middle lath, a central shaft, a sliding cylinder and an inclined steel beam. Be provided with two about erecting the girder steel, two front sides of erecting the girder steel all are provided with trapezoidal sand grip II, horizontal girder steel is provided with two from top to bottom, be located the upper end about horizontal girder steel both ends difference sliding connection at two trapezoidal sand grip II, be located the lower extreme at two trapezoidal sand grip II of both ends difference sliding connection about horizontal girder steel of lower extreme, both ends all have fastening screw I through threaded connection about two horizontal girder steels, four fastening screw I all push up on corresponding trapezoidal sand grip II, all be provided with the sideslip hole on two horizontal girder steels, two sideslip holes set up relatively, two rear side middle parts of erecting the girder steel all are provided with the screw hole.
Description
Technical Field
The invention relates to a steel structure building, in particular to an assembly type steel structure building.
Background
The application number is an integrated assembled steel construction building that CN201721725653.1 discloses, and this utility model provides an integrated assembled steel construction building, including main body frame, building carrier plate, interior wall carrier plate, outer wall carrier plate and roof, building carrier plate, interior wall carrier plate, outer wall carrier plate, roof adopt the connecting piece to be connected with main body frame respectively, interior wall carrier plate reaches the adjacent setting of outer wall carrier plate, the roof sets up main body frame's upper end, the surface integration of roof has solar cell panel, the inside of building carrier plate, interior wall carrier plate, outer wall carrier plate corresponds the integration respectively and has cable duct and water pipe, the lower surface integration of building carrier plate has the light, light and solar cell panel electric connection. The utility model discloses a steel construction building self integration has cable and water piping system, has avoided cable and water piping system's installation, effective reduce cost. However, the utility model is not convenient to disassemble and assemble and has no auxiliary support.
Disclosure of Invention
The invention provides an assembly type steel structure building which has the advantages that the assembly type steel structure building is convenient to disassemble and assemble and good in support property.
The invention relates to a steel structure building, in particular to an assembly type steel structure building which comprises a transverse steel beam, a fastening screw I, a transverse sliding hole, a vertical steel beam, a trapezoidal convex strip II, a threaded hole, a middle lath, a central shaft, a sliding cylinder and an inclined steel beam.
The left and right ends of the transverse steel beams at the upper end are respectively connected with the upper ends of the two trapezoidal convex strips II in a sliding way, the left and right ends of the transverse steel beams at the lower end are respectively connected with the lower ends of the two trapezoidal convex strips II in a sliding way, the left and right ends of the two transverse steel beams are respectively connected with a fastening screw I through threads, four fastening screws I are respectively propped against the corresponding trapezoidal convex strips II, the two transverse steel beams are respectively provided with a transverse sliding hole, the two transverse sliding holes are oppositely arranged, the middle parts of the rear sides of the two vertical steel beams are respectively provided with a threaded hole, the left and right ends of the middle lath are respectively connected with the two threaded hole positions through screws, the middle part of the front side of, the two sliding cylinders are respectively connected on the two cross sliding holes in a sliding manner.
Assembled steel construction building is still including removing articulated seat, hinge groove, door shape groove spare and articulated lug, removes to be provided with two about the articulated seat, two remove articulated seat sliding connection respectively on two trapezoidal sand grip II, and two outer ends that remove articulated seat all are provided with the hinge groove, and equal fixedly connected with articulates the lug on two door shape groove spares, and two articulated lugs articulate respectively and connect in two hinge groove departments.
The assembled steel structure building further comprises rectangular through holes, oblique supporting rods and convex pressing blocks, the rectangular through holes are formed in the two door-shaped groove pieces, the upper ends of the two oblique supporting rods are connected to the upper ends of the two door-shaped groove pieces in a hinged mode respectively, the convex pressing blocks are fixedly connected to the upper portions of the two oblique supporting rods respectively, and the two convex pressing blocks are inserted into the two rectangular through holes respectively.
The assembled steel structure building still includes spacing bumping post, two spacing bumping posts of the equal fixedly connected with in rear side of two removal articulated seats, and two spacing bumping posts on the same removal articulated seat are located the upper and lower both sides of well slat respectively.
The assembled steel structure building further comprises a rectangular cylinder and fastening screws II, the two rectangular cylinders are respectively connected to the lower ends of the two inclined supporting rods in a sliding mode, the upper ends of the two rectangular cylinders are respectively connected with the fastening screws II through threads, and the two fastening screws II respectively abut against the two inclined supporting rods.
The assembled steel structure building further comprises buried cylinders and needle posts, the lower ends of the two rectangular cylinders are fixedly connected with the buried cylinders, and the two buried cylinders are provided with the needle posts.
The assembled steel structure building still includes lower slide, insert nail, end bull stick and rag bolt, and lower slide sliding connection is on the trapezoidal sand grip I that is located the lower extreme, and the articulated front side of connecting at lower slide of end bull stick is provided with rag bolt on the end bull stick, and the downside equipartition of end bull stick has a plurality of insert nails.
Assembled steel construction building still includes slide, shed roof mobile jib and supplementary vaulting pole, goes up slide sliding connection on the trapezoidal sand grip I that is located the upper end, and the upper end of slide articulates the downside at the shed roof mobile jib, and the parallel arrangement has a plurality of supplementary vaulting poles on the shed roof mobile jib.
Assembled steel construction building still includes lower part spout, upper portion spout, sand grip, vertical pillar, short column and last short column down, and the downside of shed roof mobile jib is provided with the upper portion spout, and the front end fixedly connected with sand grip of upper slide, the upside of end bull stick are provided with the lower part spout, and vertical sliding connection has vertical pillar on the sand grip, and the upper and lower both ends of vertical pillar are fixedly connected with short column and short column down respectively, and last short column sliding connection is on the spout of upper portion, and short column sliding connection is on the spout of lower part down.
And shed plates are fixedly connected to the auxiliary support rods through screws.
The assembled steel structure building has the beneficial effects that:
the assembly type steel structure building is convenient to disassemble and assemble and good in supporting performance.
Two horizontal steel girders all can slide along two trapezoidal sand grip II are vertical, and two fastening screws I on the horizontal girder steel of rotating can realize fixing horizontal steel girders on trapezoidal sand grip II. Can realize adjusting the height of two horizontal steel girders like this to two horizontal steel girders can be followed two trapezoidal sand grip II and slided down, realize disassembling of steel construction. The oblique girder steel can adapt to the distance change between two horizontal girder steels, and the girder steel supports two horizontal girder steels to one side for two horizontal girder steels are more firm.
When this steel construction building of different topography installation, the gradient of shed roof mobile jib and shed roof can change according to the change of the gradient on ground, improves the aesthetic property of this steel construction building.
Drawings
The invention is described in further detail below with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic view showing the overall structure of an assembled steel structure building according to the present invention;
FIG. 2 is a schematic diagram of the overall structure of an assembly type steel structure building according to the present invention;
FIG. 3 is a first schematic structural view of a horizontal steel beam and a vertical steel beam;
FIG. 4 is a second schematic structural view of a horizontal steel beam and a vertical steel beam;
FIG. 5 is a schematic structural view of the middle slat;
FIG. 6 is a first schematic structural view of the movable hinge seat, the gate-shaped groove member and the rectangular cylinder;
FIG. 7 is a second schematic structural view of the mobile hinge mount, the gate-shaped channel member and the rectangular cylinder;
FIG. 8 is a schematic structural view of the lower slider;
FIG. 9 is a first structural view of the upper sliding base and the vertical moving column;
fig. 10 is a structural schematic diagram two of the upper sliding seat and the vertical moving column.
In the figure: a transverse steel beam 1; trapezoidal convex strips I101; a fastening screw I102; a slide hole 103; a vertical steel beam 2; trapezoidal convex strips II 201; a threaded hole 202; a middle ribbon board 3; a central axis 301; a sliding cylinder 302; an oblique steel beam 303; moving the hinge base 4; a limit stop column 401; a hinge slot 402; a gate-shaped channel member 5; a hinge projection 501; a rectangular through-hole 502; a diagonal support rod 503; a convex pressing block 504; a rectangular cylinder 6; a fastening screw II 601; a buried column 602; a needle cylinder 603; a lower slide 7; a plug pin 701; a bottom turn lever 702; anchor bolts 703; a lower chute 704; an upper slide 8; a shed roof main rod 801; an auxiliary stay 802; an upper chute 803; a rib 804; a vertical moving column 9; a lower short column 901; an upper stub 902.
Detailed Description
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used only for convenience in describing the present invention and for simplicity in description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention. Furthermore, the terms "first", "second", etc. are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first," "second," etc. may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless otherwise specified.
The first embodiment is as follows:
the present invention will be described with reference to fig. 1 to 10, and the present invention relates to a steel structure building, and more specifically to an assembly type steel structure building, which includes a transverse steel beam 1, a fastening screw I102, a transverse sliding hole 103, a vertical steel beam 2, a trapezoidal convex strip II201, a threaded hole 202, a middle strip plate 3, a central shaft 301, a sliding cylinder 302 and an inclined steel beam 303.
The left and right ends of the vertical steel beams 2 are respectively connected with the upper ends of the two trapezoidal convex strips II201 in a sliding manner, the left and right ends of the horizontal steel beam 1 at the upper end are respectively connected with the lower ends of the two trapezoidal convex strips II201 in a sliding manner, the left and right ends of the horizontal steel beam 1 at the lower end are respectively connected with the lower ends of the two trapezoidal convex strips II201 in a sliding manner, the left and right ends of the two horizontal steel beams 1 are respectively connected with a fastening screw I102 through threads, four fastening screws I102 are respectively propped against the corresponding trapezoidal convex strips II201, the two horizontal steel beams 1 are respectively provided with a horizontal sliding hole 103, the two horizontal sliding holes 103 are oppositely arranged, the middle parts of the rear sides of the two vertical steel beams 2 are respectively provided with a threaded hole 202, the left and right ends of the middle lath 3 are respectively connected with the positions of the two threaded holes 202 through screws, the middle part of the, the upper end and the lower end of the oblique steel beam 303 are fixedly connected with sliding columns 302, and the two sliding columns 302 are respectively connected with the two cross sliding holes 103 in a sliding mode. Two horizontal girder steel 1 all can be along two trapezoidal sand grip II201 vertical sliding, and two fastening screw I102 on the horizontal girder steel 1 of rotating can realize fixing horizontal girder steel 1 on trapezoidal sand grip II 201. Can realize adjusting two height of horizontal girder steel 1 like this to two horizontal girder steel 1 can be followed two trapezoidal sand grip II201 and slided down, realize dismantling of steel construction. The middle laths 3 are fixed between the middle parts of the two vertical steel beams 2, and the middle laths 3 play a role in enabling the two vertical steel beams 2 to be more stable; the middle part of the oblique steel beam 303 can rotate by taking the axis of the central shaft 301 as an axis, and then the two sliding cylinders 302 can also rotate by taking the axis of the central shaft 301 as an axis, and the two sliding cylinders 302 are respectively connected to the two transverse sliding holes 103 in a sliding manner, so that the oblique steel beam 303 can adapt to the distance change between the two transverse steel beams 1, and the oblique steel beam 303 supports the two transverse steel beams 1, so that the two transverse steel beams 1 are more stable.
The second embodiment is as follows:
the following describes the present embodiment with reference to fig. 1 to 10, the assembled steel structure building further includes two movable hinged seats 4, two hinged grooves 402, two door-shaped groove members 5 and two hinged protrusions 501, the two movable hinged seats 4 are disposed on the left and right of the movable hinged seats 4, the two movable hinged seats 4 are respectively slidably connected to the two trapezoidal convex strips II201, the outer ends of the two movable hinged seats 4 are respectively provided with the hinged grooves 402, the two door-shaped groove members 5 are respectively and fixedly connected with the hinged protrusions 501, and the two hinged protrusions 501 are respectively and hingedly connected to the two hinged grooves 402. The two door-shaped groove members 5 can rotate at the two hinge grooves 402 respectively through the hinge convex blocks 501 on the two door-shaped groove members, the wallboard in the vertical direction can be inserted into the two door-shaped groove members 5 respectively, and the placement angle of the wallboard can be adjusted through the rotatable effect of the two door-shaped groove members 5.
The third concrete implementation mode:
the present embodiment is described below with reference to fig. 1 to 10, the fabricated steel structure building further includes rectangular through holes 502, oblique supporting rods 503 and protruding pressing blocks 504, the rectangular through holes 502 are provided on the two door-shaped channel members 5, the upper ends of the two oblique supporting rods 503 are respectively hinged to the upper ends of the two door-shaped channel members 5, the protruding pressing blocks 504 are fixedly connected to the upper portions of the two oblique supporting rods 503, and the two protruding pressing blocks 504 are respectively inserted into the two rectangular through holes 502. The upper ends of the two inclined supporting rods 503 can rotate at the upper ends of the two door-shaped groove members 5 respectively, the lower ends of the two inclined supporting rods 503 can be supported on the ground, and the inclined supporting rods 503 can drive the convex pressing blocks 504 thereon to be inserted into the door-shaped groove members 5 from the rectangular through holes 502 when rotating; because the door-shaped groove member 5 is used for connecting an external wall board, the convex pressing block 504 can be tightly pressed against the wall board in the door-shaped groove member 5, and the external wall board is fixed in the door-shaped groove member 5.
The fourth concrete implementation mode:
the following describes the present embodiment with reference to fig. 1 to 10, the assembly type steel structure building further includes two limiting blocking pillars 401, two limiting blocking pillars 401 are fixedly connected to the rear sides of the two mobile hinge seats 4, and the two limiting blocking pillars 401 on the same mobile hinge seat 4 are respectively located on the upper and lower sides of the middle slat 3. The two limiting blocking columns 401 on the movable hinged seat 4 are used for limiting the position of the movable hinged seat 4, so that the movable hinged seat 4 is consistent with the height of the middle lath 3, and the movable hinged seat 4 is located in the middle of the vertical steel beam 2.
The fifth concrete implementation mode:
the present embodiment is described below with reference to fig. 1 to 10, the fabricated steel structure building further includes rectangular cylinders 6 and fastening screws II601, the two rectangular cylinders 6 are slidably connected to the lower ends of the two diagonal support rods 503 respectively, the fastening screws II601 are connected to the upper ends of the two rectangular cylinders 6 through threads, and the two fastening screws II601 are respectively pressed against the two diagonal support rods 503. A rectangular cylinder 6 can slide at the lower extreme of bearing diagonal pole 503, rotating fastening screw II601 can be fixed with a rectangular cylinder 6 and bearing diagonal pole 503, a rectangular cylinder 6 extends bearing diagonal pole 503, and then realize adjusting the length of bearing diagonal pole 503, make protruding briquetting 504 top tight on the wallboard in door shape groove spare 5 earlier, and then fixed with outside wallboard, making the lower part of a rectangular cylinder 6 support subaerial, make a rectangular cylinder 6 and bearing diagonal pole 503 all fixed.
The sixth specific implementation mode:
the present embodiment will be described with reference to fig. 1 to 10, wherein the fabricated steel structure building further includes buried cylinders 602 and pin columns 603, the buried cylinders 602 are fixedly connected to the lower ends of the two rectangular cylinders 6, and a plurality of pin columns 603 are disposed on each of the two buried cylinders 602. The buried cylinder 602 may be inserted into the ground in use, enhancing the stability of the rectangular cylinder 6 fixing. The plurality of needle columns 603 increase the contact area of the buried column 602 with soil or concrete, and further improve the stability of fixing the rectangular cylinder 6.
The seventh embodiment:
the present embodiment is described below with reference to fig. 1 to 10, the fabricated steel structure building further includes a lower slide 7, insert pins 701, a bottom rotating rod 702 and anchor bolts 703, the lower slide 7 is slidably connected to the trapezoidal protruding strip I101 at the lower end, the bottom rotating rod 702 is hinged to the front side of the lower slide 7, the anchor bolts 703 are disposed on the bottom rotating rod 702, and a plurality of insert pins 701 are uniformly distributed on the lower side of the bottom rotating rod 702. Lower slide 7 is convenient to be slided from trapezoidal sand grip I101 that is located the lower extreme and is pulled down, and end bull stick 702 can rotate on lower slide 7 for end bull stick 702 can be placed on the soil that has certain slope, and a plurality of plug pins 701 of end bull stick 702 downside can be fixed subaerial with end bull stick 702, and rag bolt 703 can be with more stable the fixing subaerial of end bull stick 702. After the bottom rotating rod 702 is fixed, the bottom rotating rod supports the lower transverse steel beam 1, and the stability of the lower transverse steel beam 1 is improved.
The specific implementation mode is eight:
the present embodiment is described below with reference to fig. 1 to 10, the fabricated steel structure building further includes an upper sliding base 8, a ceiling main rod 801, and auxiliary support rods 802, the upper sliding base 8 is slidably connected to the trapezoidal raised line I101 located at the upper end, the upper end of the upper sliding base 8 is hinged to the lower side of the ceiling main rod 801, and the ceiling main rod 801 is provided with a plurality of auxiliary support rods 802 in parallel. The upper slide 8 is convenient to slide and detach from the trapezoidal convex strip I101 positioned at the upper end, the shed roof main rod 801 can rotate at the upper end of the upper slide 8, and the inclination of the shed roof can be adjusted as required.
The specific implementation method nine:
the present embodiment is described below with reference to fig. 1 to 10, the fabricated steel structure building further includes a lower sliding groove 704, an upper sliding groove 803, a convex strip 804, a vertical moving column 9, a lower short column 901 and an upper short column 902, the upper sliding groove 803 is disposed on the lower side of the main rod 801 of the ceiling, the convex strip 804 is fixedly connected to the front end of the upper sliding base 8, the lower sliding groove 704 is disposed on the upper side of the bottom rotating rod 702, the vertical moving column 9 is vertically and slidably connected to the convex strip 804, the upper short column 902 and the lower short column 901 are respectively and fixedly connected to the upper end and the lower end of the vertical moving column 9, the upper short column 902 is slidably connected to the upper sliding groove 803. Bottom rotating rod 702 can drive down short column 901 downstream when rotating downwards, and then drives vertical migration post 9 and last short column 902 downstream, can drive canopy roof mobile jib 801 downstream when last short column 902 downstream, increases canopy roof mobile jib 801's inclination. Since the bottom rotating rod 702 is fixed on the ground, when the inclination of the ground is larger, the inclination of the bottom rotating rod 702 is also larger, so that the inclination of the main rod 801 of the shed roof and the shed roof is also larger. When this steel construction building of different topography installation, the gradient of shed roof mobile jib 801 and shed roof can change according to the change of the gradient on ground, improves the aesthetic property of this steel construction building.
The detailed implementation mode is ten:
in the following, referring to fig. 1 to 10, the shed plate is fixedly connected to the plurality of auxiliary supporting rods 802 by screws. A plurality of auxiliary braces 802 are used to support and secure the building decking.
The working principle of the invention is as follows: two horizontal girder steel 1 all can be along two trapezoidal sand grip II201 vertical sliding, and two fastening screw I102 on the horizontal girder steel 1 of rotating can realize fixing horizontal girder steel 1 on trapezoidal sand grip II 201. Can realize adjusting two height of horizontal girder steel 1 like this to two horizontal girder steel 1 can be followed two trapezoidal sand grip II201 and slided down, realize dismantling of steel construction. The middle laths 3 are fixed between the middle parts of the two vertical steel beams 2, and the middle laths 3 play a role in enabling the two vertical steel beams 2 to be more stable; the middle part of the oblique steel beam 303 can rotate by taking the axis of the central shaft 301 as an axis, and then the two sliding cylinders 302 can also rotate by taking the axis of the central shaft 301 as an axis, and the two sliding cylinders 302 are respectively connected to the two transverse sliding holes 103 in a sliding manner, so that the oblique steel beam 303 can adapt to the distance change between the two transverse steel beams 1, and the oblique steel beam 303 supports the two transverse steel beams 1, so that the two transverse steel beams 1 are more stable. The two door-shaped groove members 5 can rotate at the two hinge grooves 402 respectively through the hinge convex blocks 501 on the two door-shaped groove members, the wallboard in the vertical direction can be inserted into the two door-shaped groove members 5 respectively, and the placement angle of the wallboard can be adjusted through the rotatable effect of the two door-shaped groove members 5. The upper ends of the two inclined supporting rods 503 can rotate at the upper ends of the two door-shaped groove members 5 respectively, the lower ends of the two inclined supporting rods 503 can be supported on the ground, and the inclined supporting rods 503 can drive the convex pressing blocks 504 thereon to be inserted into the door-shaped groove members 5 from the rectangular through holes 502 when rotating; because the door-shaped groove member 5 is used for connecting an external wall board, the convex pressing block 504 can be tightly pressed against the wall board in the door-shaped groove member 5, and the external wall board is fixed in the door-shaped groove member 5. The two limiting blocking columns 401 on the movable hinged seat 4 are used for limiting the position of the movable hinged seat 4, so that the movable hinged seat 4 is consistent with the height of the middle lath 3, and the movable hinged seat 4 is located in the middle of the vertical steel beam 2. A rectangular cylinder 6 can slide at the lower extreme of bearing diagonal pole 503, rotating fastening screw II601 can be fixed with a rectangular cylinder 6 and bearing diagonal pole 503, a rectangular cylinder 6 extends bearing diagonal pole 503, and then realize adjusting the length of bearing diagonal pole 503, make protruding briquetting 504 top tight on the wallboard in door shape groove spare 5 earlier, and then fixed with outside wallboard, making the lower part of a rectangular cylinder 6 support subaerial, make a rectangular cylinder 6 and bearing diagonal pole 503 all fixed. The buried cylinder 602 may be inserted into the ground in use, enhancing the stability of the rectangular cylinder 6 fixing. The plurality of needle columns 603 increase the contact area of the buried column 602 with soil or concrete, and further improve the stability of fixing the rectangular cylinder 6. Lower slide 7 is convenient to be slided from trapezoidal sand grip I101 that is located the lower extreme and is pulled down, and end bull stick 702 can rotate on lower slide 7 for end bull stick 702 can be placed on the soil that has certain slope, and a plurality of plug pins 701 of end bull stick 702 downside can be fixed subaerial with end bull stick 702, and rag bolt 703 can be with more stable the fixing subaerial of end bull stick 702. After the bottom rotating rod 702 is fixed, the bottom rotating rod supports the lower transverse steel beam 1, and the stability of the lower transverse steel beam 1 is improved. The upper slide 8 is convenient to slide and detach from the trapezoidal convex strip I101 positioned at the upper end, the shed roof main rod 801 can rotate at the upper end of the upper slide 8, and the inclination of the shed roof can be adjusted as required. Bottom rotating rod 702 can drive down short column 901 downstream when rotating downwards, and then drives vertical migration post 9 and last short column 902 downstream, can drive canopy roof mobile jib 801 downstream when last short column 902 downstream, increases canopy roof mobile jib 801's inclination. Since the bottom rotating rod 702 is fixed on the ground, when the inclination of the ground is larger, the inclination of the bottom rotating rod 702 is also larger, so that the inclination of the main rod 801 of the shed roof and the shed roof is also larger. When this steel construction building of different topography installation, the gradient of shed roof mobile jib 801 and shed roof can change according to the change of the gradient on ground, improves the aesthetic property of this steel construction building. A plurality of auxiliary braces 802 are used to support and secure the building decking.
It is to be understood that the above description is not intended to limit the present invention, and the present invention is not limited to the above examples, and that various changes, modifications, additions and substitutions which are within the spirit and scope of the present invention and which may be made by those skilled in the art are also within the scope of the present invention.
Claims (5)
1. The utility model provides an assembled steel construction building, includes horizontal girder steel (1), fastening screw I (102), sideslip hole (103), vertical girder steel (2), trapezoidal sand grip II (201), screw hole (202), well slat (3), center pin (301), smooth cylinder (302) and oblique girder steel (303), its characterized in that: the left and right sides of the vertical steel beams (2) are provided with two vertical steel beams (2), the front sides of the two vertical steel beams (2) are respectively provided with trapezoidal convex strips II (201), the upper and lower sides of the horizontal steel beams (1) positioned at the upper ends are respectively connected with the upper ends of the two trapezoidal convex strips II (201) in a sliding manner, the left and right sides of the horizontal steel beams (1) positioned at the lower ends are respectively connected with the lower ends of the two trapezoidal convex strips II (201) in a sliding manner, the left and right sides of the two horizontal steel beams (1) are respectively connected with fastening screws I (102) through threads, the four fastening screws I (102) are respectively supported on the corresponding trapezoidal convex strips II (201), the two horizontal steel beams (1) are respectively provided with horizontal sliding holes (103), the two horizontal sliding holes (103) are oppositely arranged, the middle parts of the rear sides of the two vertical steel beams (2) are respectively provided with a threaded hole (202), the left and right sides of, a central shaft (301) is arranged in the middle of the front side of the middle lath (3), the middle of the inclined steel beam (303) is rotatably connected to the central shaft (301), the upper end and the lower end of the inclined steel beam (303) are fixedly connected with sliding cylinders (302), and the two sliding cylinders (302) are respectively connected to the two cross sliding holes (103) in a sliding manner;
the assembled steel structure building further comprises two movable hinge seats (4), two hinge grooves (402), two door-shaped groove pieces (5) and two hinge lugs (501), the two movable hinge seats (4) are arranged on the left and right sides, the two movable hinge seats (4) are respectively connected to the two trapezoidal convex strips II (201) in a sliding mode, the hinge grooves (402) are formed in the outer ends of the two movable hinge seats (4), the hinge lugs (501) are fixedly connected to the two door-shaped groove pieces (5), and the two hinge lugs (501) are respectively connected to the two hinge grooves (402) in a hinged mode;
the assembly type steel structure building further comprises rectangular through holes (502), inclined supporting rods (503) and convex pressing blocks (504), the rectangular through holes (502) are formed in the two door-shaped groove pieces (5), the upper ends of the two inclined supporting rods (503) are respectively hinged to the upper ends of the two door-shaped groove pieces (5), the convex pressing blocks (504) are fixedly connected to the upper portions of the two inclined supporting rods (503), and the two convex pressing blocks (504) are respectively inserted into the two rectangular through holes (502);
the assembly type steel structure building further comprises limiting retaining columns (401), the rear sides of the two movable hinging seats (4) are fixedly connected with the two limiting retaining columns (401), and the two limiting retaining columns (401) on the same movable hinging seat (4) are respectively positioned on the upper side and the lower side of the middle batten (3);
the assembly type steel structure building further comprises rectangular cylinders (6) and fastening screws II (601), the two rectangular cylinders (6) are respectively connected to the lower ends of the two inclined supporting rods (503) in a sliding mode, the fastening screws II (601) are connected to the upper ends of the two rectangular cylinders (6) through threads, and the two fastening screws II (601) are respectively abutted to the two inclined supporting rods (503);
the assembled steel structure building further comprises buried cylinders (602) and needle posts (603), the lower ends of the two rectangular cylinders (6) are fixedly connected with the buried cylinders (602), and the two buried cylinders (602) are provided with a plurality of needle posts (603).
2. An assembled steel structural building according to claim 1, wherein: the assembled steel structure building further comprises a lower sliding seat (7), inserting nails (701), a bottom rotating rod (702) and anchor bolts (703), wherein the lower sliding seat (7) is connected to the trapezoidal convex strips I (101) at the lower end in a sliding mode, the bottom rotating rod (702) is connected to the front side of the lower sliding seat (7) in a hinged mode, the anchor bolts (703) are arranged on the bottom rotating rod (702), and a plurality of inserting nails (701) are evenly distributed on the lower side of the bottom rotating rod (702).
3. An assembled steel structural building according to claim 2, wherein: assembled steel construction building still includes slide (8), shed roof mobile jib (801) and supplementary vaulting pole (802), and slide (8) sliding connection is on trapezoidal sand grip I (101) that are located the upper end, and the upper end of slide (8) articulates the downside at shed roof mobile jib (801), and parallel arrangement has a plurality of supplementary vaulting poles (802) on shed roof mobile jib (801).
4. An assembled steel structural building according to claim 3, wherein: assembled steel construction building still includes lower part spout (704), upper portion spout (803), sand grip (804), erect and move post (9), lower short column (901) and last short column (902), the downside of canopy master jib (801) is provided with upper portion spout (803), the front end fixedly connected with sand grip (804) of upper slide (8), the upside of end bull stick (702) is provided with lower part spout (704), vertical sliding connection has vertical migration post (9) on sand grip (804), the upper and lower both ends of erecting and moving post (9) are fixedly connected with upper short column (902) and lower short column (901) respectively, upper short column (902) sliding connection is on upper portion spout (803), lower short column (901) sliding connection is on lower part spout (704).
5. An assembled steel structural building according to claim 4, wherein: and shed plates are fixedly connected to the auxiliary support rods (802) through screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910981958.6A CN110656701B (en) | 2019-10-16 | 2019-10-16 | Assembled steel construction building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910981958.6A CN110656701B (en) | 2019-10-16 | 2019-10-16 | Assembled steel construction building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110656701A CN110656701A (en) | 2020-01-07 |
| CN110656701B true CN110656701B (en) | 2020-11-03 |
Family
ID=69040957
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910981958.6A Active CN110656701B (en) | 2019-10-16 | 2019-10-16 | Assembled steel construction building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110656701B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111472557B (en) * | 2020-04-09 | 2021-10-01 | 广东创晟控股集团有限公司 | Fabricated building unit and construction method thereof |
| CN112127530A (en) * | 2020-09-30 | 2020-12-25 | 石月(天津)云科技有限公司 | Assembled curtain wall plate and processing method and processing system thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205604606U (en) * | 2016-04-18 | 2016-09-28 | 杭州余杭力安钢结构有限公司 | Steel construction of canopy |
| CN205955249U (en) * | 2016-08-18 | 2017-02-15 | 武汉地质勘察基础工程有限公司 | Foldable portable canopy |
| CN207620113U (en) * | 2017-10-09 | 2018-07-17 | 江西益丰建设有限公司 | A kind of adjustable house steelframe of ceiling height |
| CN207776090U (en) * | 2017-12-13 | 2018-08-28 | 江西华厦钢结构建筑工程有限公司 | Integrated assembled type steel building |
| CN109057387A (en) * | 2018-07-25 | 2018-12-21 | 深圳市君盈建筑科技有限公司 | A kind of concreting steel frame |
| CN208415512U (en) * | 2018-07-06 | 2019-01-22 | 浙江鑫宇装饰工业有限公司 | A kind of new steel structure assembled architecture |
-
2019
- 2019-10-16 CN CN201910981958.6A patent/CN110656701B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205604606U (en) * | 2016-04-18 | 2016-09-28 | 杭州余杭力安钢结构有限公司 | Steel construction of canopy |
| CN205955249U (en) * | 2016-08-18 | 2017-02-15 | 武汉地质勘察基础工程有限公司 | Foldable portable canopy |
| CN207620113U (en) * | 2017-10-09 | 2018-07-17 | 江西益丰建设有限公司 | A kind of adjustable house steelframe of ceiling height |
| CN207776090U (en) * | 2017-12-13 | 2018-08-28 | 江西华厦钢结构建筑工程有限公司 | Integrated assembled type steel building |
| CN208415512U (en) * | 2018-07-06 | 2019-01-22 | 浙江鑫宇装饰工业有限公司 | A kind of new steel structure assembled architecture |
| CN109057387A (en) * | 2018-07-25 | 2018-12-21 | 深圳市君盈建筑科技有限公司 | A kind of concreting steel frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110656701A (en) | 2020-01-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110656701B (en) | Assembled steel construction building | |
| CN112609980A (en) | Construction method of post-cast strip back-jacking aluminum alloy single-column | |
| CN211775739U (en) | Detachable formwork structure for cast-in-place concrete slab | |
| CN112127386A (en) | Underground piping lane construction is with supplementary creeping formwork system | |
| CN210597866U (en) | Steel construction assembled wallboard | |
| CN112227540B (en) | Assembled building beam column node | |
| CN214884370U (en) | Aluminum alloy supporting beam for movable board house | |
| CN211498507U (en) | Whole reassembling type protection rack | |
| CN110748063B (en) | Assembled steel bar truss floor support plate with support | |
| CN110107006B (en) | Large-span composite structure floor system | |
| CN111335473A (en) | Combined steel structure movable greenhouse | |
| CN110748234A (en) | Novel assembly type enclosure and mounting method | |
| RU2553700C2 (en) | Steel tent construction | |
| CN214424106U (en) | Building earthquake-resistant reinforced structure | |
| CN210858100U (en) | Novel civil construction bearing structure | |
| CN208965744U (en) | For the steel roof truss of single story building and the connecting node of reinforced column | |
| CN217028060U (en) | Post-cast strip template erection structure in template engineering | |
| CN219451491U (en) | Horizontal reserved hole plugging template | |
| CN210238789U (en) | Steel house convenient to installation and dismantlement | |
| CN205296423U (en) | Garage passageway ceiling expansion joint baffle bearing structure | |
| CN214833490U (en) | Steel construction factory building braced frame | |
| CN217840521U (en) | Prefabricated assembly type building structure for roof structure | |
| CN216446613U (en) | Assembled steel construction factory building structure | |
| CN220285431U (en) | Steel construction industry factory building component | |
| CN219547533U (en) | Detachable steel structure overpass |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20201014 Address after: No.3, Huifeng South Road, taoluo Town, Donggang District, Rizhao City, Shandong Province Applicant after: Rizhao Dingli Steel Structure Co., Ltd Address before: No.161, group 7, longtanwei village, Suji Town, Shizhong District, Leshan City, Sichuan Province Applicant before: Zhang Deqing |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |