Fabricated supporting structure
By setting up columns and lightweight wall panels around the H-shaped steel columns and using support bolts and connecting components for fixed connection, the problem of insufficient connection strength between the H-shaped steel columns and beams is solved, and the stability and corrosion resistance of the structure are improved.
Patent Information
- Application Number
- CN202510024004.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Applications(China)
- Current Assignee / Owner
- Filing Date
- 2025-01-07
- Publication Date
- 2025-04-08
Smart Images

Figure CN119777602A_ABST
Abstract
Description
Technical Field
[0001] The present application relates to the technical field of prefabricated buildings, and in particular to a prefabricated supporting structure. Background Art
[0002] Prefabricated buildings are building components and accessories that are processed and manufactured in factories and transported to the construction site. They are then assembled and installed on site through reliable connection methods. Prefabricated buildings mainly include prefabricated concrete structures and steel structures. Steel structures have the advantages of light weight and easy installation. Steel structures have better ductility and good seismic resistance.
[0003] The related technology discloses an H-shaped steel column frame system, including an H-shaped steel column, a beam, a support plate, a cover plate, an outer rib and a reinforcing rib. The length of the H-shaped steel column is the floor height. The support plates are welded on three adjacent sides in the middle of the H-shaped steel column to ensure that the support plate is horizontal. The cover plate is horizontally welded above the support plate at a position one beam height away. The outer ribs are vertically welded on both sides of the support plate. The end plates are welded on the sides of the H-shaped steel column. Transverse ribs are welded on both sides of the web of the H-shaped steel column. The height positions of the transverse ribs are respectively on the upper surface of the support plate and the lower surface of the cover plate. The vertical ribs are vertically welded between the two transverse ribs. The beam adopts H-shaped steel, and the reinforced ribs are vertically welded in the middle of the beam. The prestressed steel strands pass through the reinforced ribs in the beam through the H-shaped steel column to the reinforced ribs in the beam on the other side, and are locked by locks.
[0004] However, the connection strength between the H-shaped steel column and the beam is greatly affected by the welding quality of the support plate, outer ribs and reinforcing ribs. When the welding quality is poor, the structure is prone to instability. Summary of the invention
[0005] In order to improve the stability of the H-shaped steel column connection structure, the present application provides an assembled support structure.
[0006] The present application provides an assembled support structure, which adopts the following technical solution: An assembled support structure comprises an H-shaped steel column, a plurality of columns are arranged around the H-shaped steel column, a lightweight wall panel is installed on the column, the H-shaped steel column comprises a web and a wing plate, the column comprises a first connecting plate and an intermediate plate arranged perpendicular to the first connecting plate, the first connecting plate is arranged parallel to the web or the wing plate, the column and the H-shaped steel column are connected by supporting bolts, the first connecting plate is fixed to the supporting bolts by a plurality of nuts, and the first connecting plate and the web or the wing plate are arranged at intervals, a concrete column is arranged on the outer side of the H-shaped steel column, and the first connecting plate is located inside the concrete column.
[0007] By adopting the above technical solution, when in use, columns are arranged around the H-shaped steel column, and the columns include a first connecting plate and an intermediate plate, a part of the intermediate plate is connected to the first connecting plate, and the other part is used to connect the lightweight wall panel, and at the same time, the first connecting plate and the web or wing plate of the H-shaped steel column are fixed with support bolts, and concrete columns are cast at the positions of the H-shaped steel column and the first connecting plate, so that the concrete column strengthens the connection between the H-shaped steel and the first connecting plate, and at the same time reduces corrosion, thereby improving the stability of the H-shaped steel column connection structure.
[0008] Preferably, a connecting hole is provided on the middle plate, a mounting hole is provided on the side where the lightweight wall panel is connected to the column, a connecting component is provided in the mounting hole, the connecting component passes through the connecting hole, and the lightweight wall panel is fixedly connected to the column through the connecting component.
[0009] By adopting the above technical solution, a mounting hole is opened on the lightweight wall panel, a connecting hole is opened on the middle panel, and the lightweight wall panel and the middle panel are fixedly connected by inserting the connecting component into the connecting hole and the mounting hole at the same time.
[0010] Preferably, the connecting assembly includes a connecting bolt and a wedge block, one end of the wedge block is inserted into the connecting hole, a nut is connected to the connecting bolt, the wedge blocks are arranged on both sides of the connecting hole, and the wedge blocks on both sides of the connecting hole are relatively squeezed by the connecting bolt and the nut so that the wedge blocks enter the connecting hole, one side of the wedge block abuts against the connecting bolt, and the other side abuts against the inner wall of the connecting hole.
[0011] By adopting the above technical solution, the wedge block is squeezed into the connecting hole by the action of the connecting bolt and the nut. On the one hand, the wedge block can fill the gap between the connecting bolt and the connecting hole, so that the wedge block clamps the connecting bolt to reduce the loosening of the connecting bolt. On the other hand, a larger gap can be left between the connecting hole and the connecting bolt to avoid the position deviation between the connecting hole and the mounting hole causing the installation to fail.
[0012] Preferably, two abutment pads are sleeved on the connecting bolt, and the wedge block is located between the two abutment pads. The wedge block slides along the radial direction of the abutment pads and squeezes the connecting bolt to bend and deform axially.
[0013] By adopting the above technical solution, the abutment pad can keep the wedge block in abutment with the wedge block as it slides radially, so that the wedge block has a larger moving distance. After being abutted by the wedge block, the connecting bolt undergoes axial bending deformation to adapt to the deviation of the center position of the connecting hole. The bent connecting bolt is elastic, further reducing looseness.
[0014] Preferably, a second connecting plate is arranged on the side of the middle plate away from the first connecting plate, and a T-shaped connecting groove is opened on the side of the lightweight wall panel. The lightweight wall panel is connected with the middle plate and the second connecting plate through the T-shaped connecting groove, and the width of the T-shaped connecting groove is greater than the thickness of the middle plate.
[0015] By adopting the above technical solution, a second connecting plate is arranged on the middle plate, and the T-shaped connecting groove on the lightweight wall panel is used to insert the middle plate and the second connecting plate, so that the lightweight wall panel is connected to the column through the middle plate and the second connecting plate. At the same time, the thickness of the middle plate is smaller than the width of the connecting groove, so that the lightweight wall panel is connected to the column.
[0016] Preferably, a fixing component is provided at the lower part of the lightweight wall panel, and the fixing component includes connecting steel bars and grouting sleeves. The connecting steel bars are vertically arranged on the bottom plate, and the grouting sleeves are arranged in the lightweight wall panel. One end of the connecting steel bars is inserted into the grouting sleeves, and the grouting sleeves and the connecting steel bars are fixedly connected by filling grouting material in the grouting sleeves.
[0017] By adopting the above technical solution, a fixing component is arranged at the lower part of the lightweight wall panel. When the lightweight wall panel is inserted downward along the column, the grouting sleeve is arranged on the connecting steel bar, and then the grouting material is injected into the grouting sleeve to fix the grouting sleeve to the connecting steel bar, thereby fixing the lightweight wall panel to the base plate.
[0018] Preferably, a pad is provided below the lightweight wall panel, and the height of the lightweight wall panel is adjusted by the pad.
[0019] By adopting the above technical solution, the pads under the lightweight wall panels can be set to different heights as needed, so that the height of the lightweight wall panels can be adjusted to ensure that the lightweight wall panels are fixedly connected to the columns.
[0020] Preferably, a fixing assembly is provided at the lower portion of the lightweight wall panel, and the fixing assembly includes a flexible tie rod and nuts connected to both ends of the flexible tie rod, and the flexible tie rod includes a flexible section and steel bar sections connected to both ends of the flexible section, one of the steel bar sections is fixed in the base plate, and the other steel bar section is inserted from an arc hole opened at the lower portion of the lightweight wall panel and is threadedly connected to the nut.
[0021] By adopting the above technical solution, the flexible section in the flexible tie rod can bend freely, so that when the lightweight wall panel moves downward, one end of the flexible tie rod is inserted into the arc hole, so that the nut on the flexible tie rod can fix the lightweight wall panel on the base plate.
[0022] Preferably, an elastic pad is provided at the lower part of the lightweight wall panel, and the elastic pad is an S-shaped steel plate. The elastic pad squeezes and deforms the lightweight wall panel through a fixing component to adjust the height of the lightweight wall panel.
[0023] By adopting the above technical solution, the flexible tensioning rod moves the lightweight wall panel downward and squeezes the elastic pad by tightening the nut, so that the height of the lightweight wall panel can be adjusted. BRIEF DESCRIPTION OF THE DRAWINGS
[0024] Figure 1 is a schematic diagram of the connection structure of Embodiment 1 of the present application; Figure 2 is a schematic diagram of the position of the support bolts in the first embodiment of the present application; Figure 3 is a schematic diagram of the connection structure of the connection component in Example 1 of the present application; Figure 4 is an exploded schematic diagram of the connection assembly in Example 1 of the present application; Figure 5 is a schematic diagram of the connection structure of the fixing assembly in the first embodiment of the present application; Figure 6 It is a schematic diagram of the connection structure of the fixing component in the second embodiment of the present application.
[0025] Explanation of the reference numerals: 1. H-shaped steel column; 11. web; 12. wing plate; 2. column; 21. first connecting plate; 22. second connecting plate; 23. middle plate; 231. connecting hole; 3. concrete column; 4. lightweight wall panel; 41. connecting groove; 42. mounting hole; 43. arc hole; 5. bottom plate; 6. supporting bolt; 7. connecting assembly; 71. connecting bolt; 72. wedge block; 73. abutment pad; 8. fixing assembly; 81. connecting steel bar; 82. grouting sleeve; 83. flexible tie rod; 831. flexible section; 832. steel bar section; 91. pad; 92. elastic pad. DETAILED DESCRIPTION
[0026] The following is combined with Figure 1-6 This application is described in further detail.
[0027] An embodiment of the present application discloses an assembled support structure.
[0028] Embodiment 1: This embodiment discloses an assembled support structure. Figure 1, including an H-shaped steel column 1, which is vertically arranged. 1, 2, 3 or 4 columns 2 can be arranged around the H-shaped steel column 1. The H-shaped steel column 1 and the columns 2 are both steel sections. The outer periphery of the H-shaped steel column 1 is formed by pouring concrete by setting up a formwork. The H-shaped steel column 1 is located inside the concrete column 3, and a part of the column 2 is located inside the concrete column 3, and the other part is exposed from the side of the concrete column 3. The column 2 outside the concrete column 3 is used to connect a lightweight wall panel 4. A bottom plate 5 is arranged below the lightweight wall panel 4, and the bottom plate 5 can be formed by pouring concrete material. During construction, the H-shaped steel column 1 is installed first, and then the concrete column 3 above the bottom plate 5 is poured together with the bottom plate 5, so that the H-shaped steel column 1 and the lightweight wall panel 4 on the lower layer support the bottom plate 5 and the H-shaped steel column 1 above, and then the lightweight wall panel 4 is connected to the column 2. The cooperation between the concrete column 3 and the H-shaped steel column 1 can improve the supporting strength of the H-shaped steel column 1, and at the same time has corrosion resistance. In addition, the concrete column 3 and the bottom plate 5 are poured at the same time, which can save the time required for the concrete column 3 to reach the hardening strength after the concrete column 3 and the bottom plate 5 are poured successively, thereby improving the construction efficiency.
[0029] refer to Figure 2 The H-shaped steel column 1 includes a web 11 and flanges 12 connected to both sides of the web 11, and the column 2 includes a first connecting plate 21, a second connecting plate 22 and an intermediate plate 23. The first connecting plate 21 and the intermediate plate 23 are vertically arranged and arranged in a T-shape. The second connecting plate 22 is arranged on the side of the intermediate plate 23 away from the first connecting plate 21, and the intermediate plate 23 is connected to the middle of the second connecting plate 22, so that the first connecting plate 21, the intermediate plate 23 and the second connecting plate 22 form an I-shape. When in use, a support bolt 6 is arranged between the first connecting plate 21 and the H-shaped steel column 1, and the support bolt 6 is used to fix the column 2 to the H-shaped steel column 1. The first connecting plate 21 of the column 2 can be set at a position parallel to the web 11 or parallel to the wing 12. When the first connecting plate 21 is parallel to the web 11, the support bolts 6 penetrate the web 11 and the first connecting plate 21 at the same time, and fix the first connecting plate 21 at a position spaced apart from the web 11 through a plurality of nuts; when the first connecting plate 21 is parallel to the wing 12, the support bolts 6 penetrate the wing 12 and the first connecting plate 21 at the same time, and fix the first connecting plate 21 at a position spaced apart from the wing 12 through a plurality of nuts. When pouring the concrete column 3, the concrete column 3 completely wraps the H-shaped steel column 1 and places the first connecting plate 21 in the concrete column 3 to a depth of at least 2 cm. The middle plate 23 is exposed from the concrete column 3 and connected to the lightweight wall panel 4 through the second connecting plate 22. The lightweight wall panel 4 can be prefabricated with foam concrete.
[0030] refer to Figure 3 and Figure 4, a plurality of connection holes 231 are provided on the middle plate 23, and the connection holes 231 are used to install the connection components 7, and the lightweight wall panel 4 is fixed to the column 2 through the connection components 7. A connection groove 41 is provided on the side of the lightweight wall panel 4, and the connection groove 41 is arranged in a T shape, and the opening of the connection groove 41 faces the H-shaped steel column 1. During installation, the lightweight wall panel 4 is clamped on the second connection plate 22 from the upper end of the column 2, and the width of the T-shaped connection groove 41 is greater than the width of the middle plate 23 to avoid manufacturing errors causing difficulties in installing the lightweight wall panel 4. At the same time, a mounting hole 42 is provided on the lightweight wall panel 4 corresponding to the position of the connection hole 231, and the connection component 7 is located in the mounting hole 42 at the same time, so that the connection component 7 fixes the column 2 and the lightweight wall panel 4.
[0031] The connection assembly 7 includes a connection bolt 71 and a wedge 72. The diameter of the connection hole 231 is at least twice the diameter of the connection bolt 71, so that even if there is a large error in the position of the connection hole 231 and the mounting hole 42 during the installation process, the connection bolt 71 can still be inserted into the mounting hole 42 and the connection hole 231 at the same time. There are multiple wedges 72 arranged and arranged at both ends of the connection hole 231. The wedge 72 is inserted into the connection hole 231 from the smaller end, and the wedges 72 at both ends of the connection hole 231 are arranged in sequence to replace the staggered arrangement. After the connecting bolt 71 passes through the connecting hole 231, the nut is threadedly connected. Through the fixation of the nut and the connecting bolt 71, multiple wedge blocks 72 are gradually inserted into the connecting hole 231, and the wedge blocks 72 abut against the inner wall of the connecting hole 231 and the outer wall of the connecting bolt 71, so that the connecting component 7 fixes the lightweight wall panel 4 and the column 2. Even if the center position of the mounting hole 42 and the connecting hole 231 deviates during installation, it can still be compensated by the setting of the wedge blocks 72 to achieve the relative fixation of the position of the column 2 and the lightweight wall panel 4.
[0032] The connecting bolt 71 is also sleeved with an abutment pad 73, two of which are provided, and the multiple wedges 72 in each connecting assembly 7 are located between the two abutment pads 73, and the ends of the two abutment pads 73 abut against the wedges 72, so that when the wedges 72 slide radially, the wedges 72 can maintain good abutment with the abutment pads 73, and the axial direction of the connecting bolt 71 can be bent by the squeezing of the wedges 72, so that the connecting bolt 71 can pass through the center of the connecting hole 231 after deformation, and the connecting bolt 71 at this time is not easy to loosen after connection due to elastic deformation, and at the same time, the connection is kept stable under the action of the wedges 72. In order to facilitate the axial deformation of the connecting bolt 71, the length of the wedge 72 along the axial direction of the connecting bolt 71 can be increased.
[0033] refer to Figure 5A fixing assembly 8 is provided at the lower part of the lightweight wall panel 4. The fixing assembly 8 includes a connecting steel bar 81 and a grouting sleeve 82. The connecting steel bar 81 is provided vertically. The grouting sleeve 82 is provided vertically inside the lightweight wall panel 4. The lower end of the connecting steel bar 81 is located inside the bottom plate 5. The upper end of the connecting steel bar 81 vertically passes through the upper surface of the bottom plate 5. The grouting sleeve 82 is provided corresponding to the upper end of the connecting steel bar 81. When the lightweight wall panel 4 is connected to the column 2, the grouting sleeve 82 is sleeved on the connecting steel bar 81. A pad 91 is provided below the lightweight wall panel 4. The pad 91 is located between the bottom plate 5 and the lightweight wall panel 4. The pad 91 adjusts the height of the lightweight wall panel 4 and facilitates the connection of the lightweight wall panel 4 to the column 2. Grouting material is injected into the grouting sleeve 82, so that the lower part of the lightweight wall panel 4 is fixedly connected to the bottom plate 5 through the fixing assembly 8.
[0034] The installation process of this embodiment: First, the H-shaped steel column 1 is set vertically, and then the concrete column 3 and the base plate 5 outside the H-shaped steel column 1 are cast at the same time, and then the lightweight wall panel 4 is hoisted and plugged into the column 2, and the upper and lower positions of the lightweight wall panel 4 and the column 2 are adjusted by the pad, and the lightweight wall panel 4 is fixedly connected to the column 2 by the connecting component 7, and the lightweight wall panel 4 is fixedly connected to the base plate 5 by the fixing component 8.
[0035] Embodiment 2: This embodiment discloses an assembled support structure. Figure 6 , which is different from the first embodiment in that: the fixing assembly 8 includes a flexible tie bar 83 and a nut, the flexible tie bar 83 includes a flexible section 831 and a steel section 832, the flexible section 831 uses a steel wire rope, the steel section 832 is fixed at both ends of the flexible section 831, one steel section 832 is cast in the bottom plate 5, and the other steel section 832 is threadedly connected to the nut, and an arc hole 43 is opened on the lightweight wall panel 4, one end of the arc hole 43 is located at the bottom of the lightweight wall panel 4, and the other end is located on the side wall of the lightweight wall panel 4. An elastic pad 92 is arranged below the lightweight wall panel 4, and the elastic pad 92 in this embodiment is an S-shaped continuously bent steel plate. When installing the lightweight wall panel 4, first insert the flexible tie rod 83 into the arc hole 43, and then tighten the nut. During the tightening process of the nut, the lightweight wall panel 4 presses the elastic pad 92 downward to deform the elastic pad 92. After the elastic pad 92 is deformed, the height of the lightweight wall panel 4 can be adjusted so that the installation hole 42 on the lightweight wall panel 4 can correspond to the connection hole 231 on the column 2, which is convenient for the installation of the connecting component 7.
[0036] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.
Claims
1. An assembled support structure, comprising an H-shaped steel column (1), characterized in that: A plurality of columns (2) are arranged around the H-shaped steel column (1), and a lightweight wall panel (4) is installed on the column (2). The H-shaped steel column (1) comprises a web (11) and a wing plate (12). The column (2) comprises a first connecting plate (21) and an intermediate plate (23) arranged perpendicular to the first connecting plate (21), and the first connecting plate (21) is arranged parallel to the web (11) or the wing plate (12). The column (2) and the H-shaped steel column (1) are connected by supporting bolts (6), and the first connecting plate (21) is fixed to the supporting bolts (6) by a plurality of nuts, and the first connecting plate (21) is arranged at intervals from the web (11) or the wing plate (12). A concrete column (3) is arranged on the outer side of the H-shaped steel column (1), and the first connecting plate (21) is located inside the concrete column (3).
2. The assembled support structure according to claim 1, characterized in that: The intermediate plate (23) is provided with a connection hole (231), and a mounting hole (42) is provided on a side of the lightweight wall panel (4) connected to the column (2). A connection component (7) is arranged in the mounting hole (42), and the connection component (7) passes through the connection hole (231). The lightweight wall panel (4) is fixedly connected to the column (2) via the connection component (7).
3. The assembled support structure according to claim 2, characterized in that: The connection assembly (7) comprises a connection bolt (71) and a wedge block (72), one end of the wedge block (72) is inserted into the connection hole (231), a nut is connected to the connection bolt (71), the wedge block (72) is arranged on both sides of the connection hole (231), and the wedge blocks (72) on both sides of the connection hole (231) are pressed relative to each other by the connection bolt (71) and the nut so that the wedge blocks (72) enter the connection hole (231), one side of the wedge block (72) abuts against the connection bolt (71), and the other side abuts against the inner wall of the connection hole (231).
4. The assembled support structure according to claim 3, characterized in that: Two abutment pads (73) are sleeved on the connecting bolt (71), and the wedge block (72) is located between the two abutment pads (73). The wedge block (72) slides radially along the abutment pads (73) and squeezes the connecting bolt (71) to bend and deform axially.
5. The assembled support structure according to claim 1, characterized in that: The middle plate (23) is provided with a second connecting plate (22) on a side away from the first connecting plate (21); a T-shaped connecting groove (41) is provided on a side of the light wall plate (4); the light wall plate (4) is plugged with the middle plate (23) and the second connecting plate (22) via the T-shaped connecting groove (41); and the width of the T-shaped connecting groove (41) is greater than the thickness of the middle plate (23).
6. The assembled support structure according to claim 1, characterized in that: A fixing assembly (8) is provided at the lower part of the lightweight wall panel (4), the fixing assembly (8) comprising a connecting steel bar (81) and a grouting sleeve (82), the connecting steel bar (81) being vertically arranged on the bottom plate (5), the grouting sleeve (82) being arranged in the lightweight wall panel (4), one end of the connecting steel bar (81) being inserted into the grouting sleeve (82), and the grouting sleeve (82) and the connecting steel bar (81) being fixedly connected by filling the grouting sleeve (82) with grouting material.
7. The assembled support structure according to claim 6, characterized in that: A cushion block (91) is provided below the lightweight wall panel (4), and the height of the lightweight wall panel (4) is adjusted by means of the cushion block (91).
8. The assembled support structure according to claim 1, characterized in that: A fixing assembly (8) is provided at the lower portion of the lightweight wall panel (4), the fixing assembly (8) comprising a flexible tie bar (83) and nuts connected to both ends of the flexible tie bar (83), the flexible tie bar (83) comprising a flexible section (831) and steel bar sections (832) connected to both ends of the flexible section (831), one of the steel bar sections (832) being fixed in the bottom plate (5), and the other steel bar section (832) being inserted through an arc-shaped hole (43) provided at the lower portion of the lightweight wall panel (4) and being threadedly connected to the nut.
9. The assembled support structure according to claim 8, characterized in that: An elastic pad (92) is provided at the bottom of the lightweight wall panel (4); the elastic pad (92) is an S-shaped steel plate; the elastic pad (92) adjusts the height of the lightweight wall panel (4) by squeezing and deforming the lightweight wall panel (4) through a fixing assembly (8).