A mutual connection structure between the outer wall and concrete floor of a modular house
By welding and extending the L-shaped angle iron on the steel beams of the modular house to connect it with the concrete floor, the problem of seepage risk in existing spliced buildings is solved, structural waterproofing is achieved, and construction efficiency and quality are improved.
Patent Information
- Application Number
- CN202210917094.3
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2022-08-01
- Publication Date
- 2025-06-06
- Estimated Expiration
- 2042-08-01
AI Technical Summary
In the existing splicing construction technology, the connection between the exterior wall of the modular house and the concrete floor poses a risk of seepage, and conventional sealant treatment is time-consuming and labor-intensive, making the quality difficult to guarantee.
By welding the L-shaped angle iron on the steel beam and extending it to the distance of the thickness of the enclosure wall panel, after the concrete is poured, the enclosure wall panel is directly located on the L-shaped angle iron, and the horizontal gap formed is located below the concrete ground, and the structure is waterproofed by the L-shaped angle iron.
It effectively prevents moisture from infiltration, improves the waterproof performance of the building, reduces the time and labor consumption of manual glue, and improves the guarantee of construction quality.
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Figure CN115142566B_ABST
Abstract
Description
Technical Field
[0001] The invention relates to the technical field of splicing buildings, in particular to a mutual connection structure between an outer wall of a module house and a concrete floor. Background Art
[0002] As a new model of prefabricated building development, container houses play an important role in rapid construction. At present, the conventional practice is to assemble the enclosure wall panels after the ground is completed. The wall panels are directly located on the concrete floor. The connection node between the wall and the concrete floor will form a through seam. After the sealant is applied, there is often a certain risk of water seepage.
[0003] The bottom of the existing enclosure structure is located on the concrete floor, forming a horizontal seam, which poses a risk of water seepage into the interior. The commonly used method is to manually apply glue in the gap to achieve the purpose of waterproofing. This method is time-consuming and labor-intensive, and the quality cannot be guaranteed. Summary of the invention
[0004] The purpose of the present invention is to provide an interconnection structure between the outer wall of a modular house and a concrete floor, wherein an L-shaped angle iron is welded to a bottom steel beam in advance and extends indoors by a distance equal to the thickness of a retaining wall panel. After pouring the ground concrete, the retaining wall panel is directly seated on the L-shaped angle iron during installation. The horizontal gap formed in this way is below the concrete floor and is located on the L-shaped angle iron, thereby achieving an effective waterproof function from a structural point of view.
[0005] The purpose of the present invention can be achieved through the following technical solutions:
[0006] A mutual connection structure between the outer wall of a modular house and a concrete floor, comprising a steel beam, a concrete floor and a surrounding wall panel, wherein the top of the steel beam is fixedly connected with an L-shaped angle iron, the surrounding wall panel is located on the top of the L-shaped angle iron, the bottom of the L-shaped angle iron and one side of the steel beam are fixedly connected with a transverse sliding bar, the inner surfaces of two transverse sliding bars are slidably connected with a first sliding block, the inner surfaces of two first sliding blocks are rotatably connected with a first rotating block, and a bracing assembly for supporting the L-shaped angle iron is arranged between opposite sides of the two first rotating blocks;
[0007] The support assembly includes opposing threaded rods that are respectively located on two first rotating blocks and are threadedly arranged opposite to each other. The outer surfaces of the two opposing threaded rods are threadedly connected with tension nuts. The opposite sides of the two tension nuts are fixedly connected with fixing plates. A rotating cylinder is arranged between the outer surfaces of the two tension nuts.
[0008] As a further solution of the present invention: the top and the bottom of the rotating cylinder are both provided with limiting holes, and the inner surface of the limiting hole is matched with the outer surface of the tension nut.
[0009] As a further solution of the present invention: a connecting spring for tightening the tension nut is fixedly connected between opposite sides of the two fixing plates.
[0010] As a further solution of the present invention: a tightening assembly for tightening the enclosing wallboard is provided between the top of the steel beam and one side of the enclosing wallboard;
[0011] The tightening assembly includes two sliding rails located on the steel beam and the surrounding wall panel, the inner surfaces of the two sliding rails are slidably connected to the second sliding blocks, the inner surfaces of the two second sliding blocks are rotatably connected to the second rotating blocks, the opposite sides of the two second rotating blocks are fixedly connected to the tension threaded rods, the outer surfaces of the two tension threaded rods are fixedly connected to the connecting plates, and a plurality of sliding rods are arranged between the opposite sides of the two connecting plates.
[0012] As a further solution of the present invention: a plurality of sliding holes are provided on the outer surface of the connecting plate, and the inner surfaces of the sliding holes are slidably connected to the outer surface of the connecting plate.
[0013] Beneficial effects of the present invention:
[0014] (1) In the present invention, the L-shaped angle iron is welded to the bottom steel beam in advance and extends indoors by the thickness of the enclosure wall panel. After the ground concrete is poured, the enclosure wall panel is directly seated on the L-shaped angle iron during installation. The horizontal gap formed in this way is below the concrete floor and located on the L-shaped angle iron, which can achieve an effective waterproof function from a structural point of view.
[0015] (2) In the present invention, a first sliding block is provided on the L-shaped angle iron and the steel beam, and a first rotating block that can rotate in the first sliding block is utilized. When the rotating cylinder is rotated, the two opposing threaded rods are rotated, so that the two opposing threaded rods can move to a side that is relatively close to or relatively far away from each other, thereby supporting the portion of the L-shaped angle iron that extends beyond the steel beam, and a tightening assembly is provided between the steel beam and the enclosure wall panel. The sliding rail and the second sliding block in the tightening assembly are utilized in conjunction with the tightening nuts on the tensioning threaded rods. When the sliding rod is rotated, the two tensioning threaded rods can move to an opposite side, thereby tightening the tightening assembly, thereby preventing the enclosure wall panel from tilting and causing a gap to appear between the enclosure wall panel and the L-shaped angle iron, thereby further improving its practicality. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] The present invention will be further described below in conjunction with the accompanying drawings.
[0017] Figure 1 It is a schematic diagram of the overall connection in the present invention;
[0018] Figure 2 It is a schematic diagram of the internal structure of the rotating drum in the present invention;
[0019] Figure 3 It is an oblique view of the external structure of the rotating drum in the present invention;
[0020] Figure 4 It is a schematic diagram of the external structure of the tightening assembly in the present invention;
[0021] Figure 5 It is an oblique view of the external structure of the connecting plate in the present invention.
[0022] In the figure: 1. steel beam; 2. L-shaped angle iron; 3. concrete floor; 4. enclosure wall panel; 5. first sliding block; 6. first rotating block; 7. bracing assembly; 71. opposite threaded rod; 72. rotating cylinder; 73. limiting hole; 74. tension nut; 75. fixing plate; 76. connecting spring; 8. tightening assembly; 81. slide rail; 82. second sliding block; 83. second rotating block; 84. tension threaded rod; 85. tightening nut; 86. connecting plate; 87. sliding hole; 88. sliding rod; 9. horizontal sliding bar. DETAILED DESCRIPTION
[0023] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.
[0024] See also Figure 1-Figure 5 As shown, the present invention is a mutual connection structure between the outer wall of a modular house and a concrete floor, comprising a steel beam 1, a concrete floor 3 and a surrounding wall panel 4, wherein an L-shaped angle iron 2 is fixedly connected to the top of the steel beam 1, and the surrounding wall panel 4 is located at the top of the L-shaped angle iron 2, and the concrete floor 3 is cast on one side of the L-shaped angle iron 2 through a mold, and the L-shaped angle iron 2 is welded to the bottom steel beam 1 in advance, and extends indoors by the thickness of the surrounding wall panel 4, and after the ground concrete is cast, the surrounding wall panel 4 is directly seated on the L-shaped angle iron 2 during installation, so that the horizontal gap formed is below the concrete floor 3 and is located on the L-shaped angle iron 2, which can achieve an effective waterproof function from a structural point of view, and the bottom of the L-shaped angle iron 2 and one side of the steel beam 1 are fixedly connected with a transverse sliding bar 9, and the inner surfaces of the two transverse sliding bars 9 are slidably connected with a first sliding block 5, and the inner surfaces of the two first sliding blocks 5 are rotatably connected with a first rotating block 6, and a supporting component 7 for supporting the L-shaped angle iron 2 is provided between the opposite sides of the two first rotating blocks 6;
[0025] The support assembly 7 includes opposing threaded rods 71 that are respectively located on the two first rotating blocks 6 and are threadedly arranged opposite to each other, and the opposing threaded rods 71 can rotate on the first rotating block 6, the outer surfaces of the two opposing threaded rods 71 are threadedly connected with tension nuts 74, and the opposite sides of the two tension nuts 74 are fixedly connected with fixing plates 75, and a rotating cylinder 72 is arranged between the outer surfaces of the two tension nuts 74, and limiting holes 73 are provided at the top and bottom of the rotating cylinder 72, and the inner surface of the limiting hole 73 is adapted to the outer surface of the tension nut 74. A connecting spring 76 for tightening the tensioning nuts 74 is fixedly connected between the opposite sides of the two fixing plates 75. The connecting spring 76 can prevent the two tensioning nuts 74 from falling into the interior of the rotating cylinder 72. By arranging a first sliding block 5 on the L-shaped angle iron 2 and the steel beam 1 and utilizing a first rotating block 6 that can rotate inside the first sliding block 5, when the rotating cylinder 72 is rotated, the two opposing threaded rods 71 are rotated, thereby enabling the two opposing threaded rods 71 to move to a side that is relatively close to or relatively far away from each other, thereby supporting the portion of the L-shaped angle iron 2 that extends beyond the steel beam 1.
[0026] A tightening assembly 8 for tightening the enclosing wall panel 4 is provided between the top of the steel beam 1 and one side of the enclosing wall panel 4;
[0027] The tightening assembly 8 includes two slide rails 81 located on the steel beam 1 and the surrounding wall panel 4, the inner surfaces of the two slide rails 81 are slidably connected to the second sliding blocks 82, the inner surfaces of the two second sliding blocks 82 are rotatably connected to the second rotating blocks 83, the opposite sides of the two second rotating blocks 83 are fixedly connected to the tension threaded rods 84, the threads of the two tension threaded rods 84 are in opposite directions, the outer surfaces of the two tension threaded rods 84 are fixedly connected to the connecting plates 86, and a plurality of sliding rods 88 are arranged between the opposite sides of the two connecting plates 86. A plurality of sliding holes 87 are provided on the outer surface of the connecting plate 86, and the inner surfaces of the sliding holes 87 are slidably connected to the outer surface of the connecting plate 86, and a tightening component 8 is arranged between the steel beam 1 and the enclosure wall panel 4. The sliding rail 81 and the second sliding block 82 in the tightening component 8 cooperate with the tightening nut 85 on the tension threaded rod 84. When the sliding rod 88 is rotated, the two tension threaded rods 84 can move to opposite sides, thereby tightening the tightening component 8 to prevent the enclosure wall panel 4 from tilting and causing a gap between the enclosure wall panel 4 and the L-shaped angle iron 2, thereby further improving its practicality.
[0028] The working principle of the present invention is as follows: first, the L-shaped angle iron 2 is fixed on the steel beam 1 by welding, and then the first sliding block 5 is horizontally inserted into the horizontal sliding bar 9 on one side, and then the rotating cylinder 72 is rotated. At this time, the tension nuts 74 are under the action of the limiting holes 73, and the two tension nuts 74 and the opposing threaded rods 71 rotate relative to each other, and the opposing threaded rods 71 rotate on the first rotating block 6, so that the two opposing threaded rods 71 move to the side relatively away from each other, and further the two opposing threaded rods 71 are stretched until the first sliding block 5 at the other end can slide into the inside of another horizontal sliding bar 9, and then the rotating cylinder 7 is twisted again. 2, so that it can tighten the L-shaped angle iron 2, and then fill the concrete floor 3 on one side of the L-shaped angle iron 2 through the mold, and then the enclosure wall panel 4 is tightly attached to one side of the L-shaped angle iron 2, and the second sliding block 82 is slid into the interior of the slide rail 81, and then the connecting plate 86 is rotated by the sliding rod 88, so that the two connecting plates 86 move to the opposite side. At this time, the sliding rod 88 slides on the inner surface of the sliding hole 87, so as to adjust the distance between the two tension threaded rods 84, thereby driving the second sliding block 82 to slide inside the slide rail 81 until the second sliding block 82 contacts one side of the inner wall of the slide rail 81, thereby tightening the enclosure wall panel 4.
[0029] The above is a detailed description of an embodiment of the present invention, but the content is only a preferred embodiment of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made within the scope of the present invention should still fall within the scope of the patent coverage of the present invention.
Claims
1. A structure for interconnecting an outer wall of a modular house with a concrete floor, comprising a steel beam (1), a concrete floor (3) and a wall panel (4), It is characterized in that The top of the steel beam (1) is fixedly connected to an L-shaped angle iron (2), the enclosure wall panel (4) is located at the top of the L-shaped angle iron (2), the bottom of the L-shaped angle iron (2) and one side of the steel beam (1) are fixedly connected to a transverse sliding bar (9), the inner surfaces of the two transverse sliding bars (9) are slidably connected to a first sliding block (5), the inner surfaces of the two first sliding blocks (5) are rotatably connected to a first rotating block (6), and a supporting assembly (7) for supporting the L-shaped angle iron (2) is provided between opposite sides of the two first rotating blocks (6); The support assembly (7) comprises two opposing threaded rods (71), the outer surfaces of the two opposing threaded rods (71) are threadedly connected with tension nuts (74), the opposite sides of the two tension nuts (74) are fixedly connected with fixed plates (75), and a rotating cylinder (72) is arranged between the outer surfaces of the two tension nuts (74).
2. The interconnection structure between the outer wall of a modular house and the concrete floor according to claim 1, It is characterized in that The top and the bottom of the rotating cylinder (72) are both provided with limiting holes (73), and the inner surface of the limiting hole (73) is adapted to the outer surface of the tension nut (74).
3. The interconnection structure between the outer wall of a modular house and the concrete floor according to claim 1, It is characterized in that A connecting spring (76) for tightening the tension nut (74) is fixedly connected between opposite sides of the two fixing plates (75).
4. The interconnection structure between the outer wall of a modular house and the concrete floor according to claim 1, It is characterized in that A tightening assembly (8) for tightening the enclosing wall panel (4) is provided between the top of the steel beam (1) and one side of the enclosing wall panel (4); The tightening assembly (8) includes two slide rails (81) located on the steel beam (1) and the surrounding wall panel (4), the inner surfaces of the two slide rails (81) are slidably connected to the second sliding blocks (82), the inner surfaces of the two second sliding blocks (82) are rotatably connected to the second rotating blocks (83), the opposite sides of the two second rotating blocks (83) are fixedly connected to the tension threaded rods (84), the outer surfaces of the two tension threaded rods (84) are fixedly connected to the connecting plates (86), and a plurality of slide rods (88) are arranged between the opposite sides of the two connecting plates (86).
5. The interconnection structure between the outer wall of a modular house and the concrete floor according to claim 4, It is characterized in that The outer surface of the connecting plate (86) is provided with a plurality of sliding holes (87), and the inner surfaces of the sliding holes (87) are slidably connected to the outer surface of the connecting plate (86).
Citation Information
Patent Citations
L beam construction device and method for building structure reinforcement
CN104481163A
Translation type prefabricated concrete externally hanging wallboard and steel beam connection translation joint structure and construction method
CN110258818A