Wallboard and structural beam staggered slab connecting node

Abstract

The utility model relates to a connecting node for slab staggering of a wallboard and a structural beam. The connecting node comprises the structural beam, the wallboard, a concrete coping, a connecting steel bar, an L-shaped steel clamp and a pipe clamp, the wall plate is an ALC wall plate; the connecting steel bars and the concrete coping are arranged on the structural beam; and the upper parts and the lower parts of the L-shaped steel clamps and the pipe clamps are respectively arranged at the tops of the structural beams and the wallboards. Compared with the prior art, the connecting joint is safe, reliable, easy and convenient to construct, wide in application range, capable of achieving installation of the ALC wall plate and the structural beam staggered slab, high in applicability and good in overall stability of the wall plate.

Description

Technical Field

[0001] The utility model relates to the technical field of assembled buildings, in particular to a staggered connection node between a wall panel and a structural beam. Background Art

[0002] Autoclaved lightweight aerated concrete partition panels, or ALC panels for short, offer advantages such as light weight, excellent fire and sound insulation, environmental friendliness, and convenient construction. With the continued development of prefabricated buildings, the use of ALC panels in building enclosures and partitions is increasing.

[0003] Typically, ALC wall panels are connected to the main structure at the bottom and top using clips, and the joints between adjacent ALC wall panels are caulked with flexible mortar. However, if the ALC wall panels are misaligned with the structural beams in a building partition wall, the top of the wall panel cannot be connected to the structural beam using clips, making installation difficult.

[0004] Therefore, there is an urgent need for a connection node where the wall panels and structural beams are misaligned to ensure the connection reliability of the misaligned parts of the ALC wall panels and structural beams. Utility Model Content

[0005] The purpose of the present invention is to provide a connection node between the staggered wall panels and the structural beams in order to solve the defects of the above-mentioned prior art. By setting the connecting steel bars and the concrete top, and setting L-shaped steel clips and pipe clips, the staggered connection between the wall panels and the structural beams can be better achieved. The node structure is simple, the production and construction are convenient, safe and reliable, and the connection reliability of the staggered parts of the ALC wall panels and the structural beams is ensured.

[0006] The purpose of the utility model can be achieved through the following technical solutions:

[0007] The purpose of the utility model is to provide a connection node for staggered wall panels and structural beams, the connection node comprising: a structural beam, a wall panel, a concrete top, connecting steel bars, an L-shaped steel clip, and a pipe clip; the connecting steel bars are respectively connected to the structural beam and the concrete top; the L-shaped steel clip is respectively connected to the wall panel and the structural beam; the pipe clip is also connected to the wall panel and the structural beam.

[0008] Furthermore, the wall panels are autoclaved lightweight aerated concrete partition panels (ALC wall panels).

[0009] Furthermore, the connecting steel bars include L-shaped steel bars and longitudinal bars; the two ends of the L-shaped steel bars are respectively inserted into the structural beam and the concrete top; the longitudinal bars are arranged in the concrete top; the L-shaped steel bars and the longitudinal bars are arranged vertically.

[0010] Furthermore, the pipe clamp is arranged between the structural beam and the wall panel; the upper side of the pipe clamp is connected to the structural beam; and the lower side of the pipe clamp is connected to the wall panel.

[0011] Furthermore, the pipe clamp is inserted into the wall panel and connected to the wall panel; the pipe clamp is connected to the structural beam by nailing.

[0012] Furthermore, the L-shaped steel clip is connected to the structural beam by nailing; the L-shaped steel clip is connected to the wall panel by nailing.

[0013] Furthermore, the top of the wall panel is connected to the side of the structural beam through an L-shaped steel clamp; the top of the wall panel is connected to the bottom of the structural beam through a pipe clamp.

[0014] Furthermore, the structural beam is connected to a plurality of wall panels; and the plurality of wall panels are connected end to end in sequence.

[0015] Furthermore, for each wall panel, the L-shaped steel clamp is connected to the wall panel in the center, and the pipe clamps are connected to both ends of the upper surface of the wall panel.

[0016] Furthermore, the width of the wall panel is 600 mm; the width of the portion where the wall panel is staggeredly connected to the structural beam is less than 1 / 2 of the width of the wall panel.

[0017] Further preferably, the width of the portion where the wall panel is staggeredly connected to the structural beam is 1 / 8 of the width of the wall panel.

[0018] Furthermore, the structural beams include concrete and steel bars, and the specific dimensions and material strength are determined by the structural stress conditions.

[0019] Furthermore, the concrete capping comprises concrete and steel bars, and the thickness of the capping is determined according to the stability requirements of the wall panel.

[0020] Furthermore, the wall panels are porous concrete products made from silica sand, cement, and lime as the main raw materials, reinforced with rust-proof steel bars, and cured under high temperature, high pressure, and steam. Conventional ALC wall panels are 600mm wide, while the wall panels are 600mm wide.

[0021] Furthermore, the connecting steel bar is made of HRB400, which meets the stress requirements of the concrete top and the structural beam.

[0022] Furthermore, the L-shaped steel card is made of Q235 and is used to connect the top of the wall panel with the side of the structural beam. An L-shaped steel card is set in the center of each wall panel.

[0023] Furthermore, the pipe clamp is made of Q235, one side of the pipe clamp is connected to the top of the wall panel, and the other side is connected to the bottom of the structural beam through nails, and a pipe clamp is set at both ends of the upper part of each wall panel.

[0024] Furthermore, the structural beam is provided with connecting steel bars and concrete capping to meet the connection force requirements of the concrete capping. The wall panels are provided with L-shaped steel clamps and pipe clamps to connect with the structural beam to ensure the force requirements of the wall panels under various working conditions.

[0025] Furthermore, an L-shaped steel clamp 5 is provided in the center of each wall panel, and a pipe clamp is provided at each end of the wall panel to connect with the bottom and side of the structural beam.

[0026] By setting concrete capping, L-shaped steel clamps and pipe clamps on the top of the wall panel, a staggered connection node between the ALC wall panel and the structural beam is formed. The on-site construction is simple, the force is safe and reliable, and the applicability is strong.

[0027] Compared with the prior art, the present invention has the following beneficial effects:

[0028] 1) The connection node between the wall panel and the structural beam provided by the utility model can better realize the staggered connection between the wall panel and the structural beam by setting the connecting steel bar and the concrete top, and setting the L-shaped steel clamp and the pipe clamp. The node structure is simple, the production and construction are convenient, safe and reliable, and the connection reliability of the staggered part of the ALC wall panel and the structural beam is ensured.

[0029] 2) The staggered connection node between the wall panel and the structural beam provided by the utility model is formed by arranging a concrete top, L-shaped steel clamps and pipe clamps on the top of the wall panel, thereby forming a staggered connection node between the wall panel and the structural beam. The on-site construction is simple, the force is safe and reliable, and the applicability is strong. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Figure 1 This is a schematic main view of the connection node between the wall panel and the structural beam in the utility model.

[0031] Figure 2 This is a top view of the staggered connection node between the wall panel and the structural beam in the present invention (the concrete top and the connecting steel bars are not shown).

[0032] Figure 3 This is a top view of the staggered connection node between the wall panel and the structural beam in the present invention (the concrete top is not shown).

[0033] Figure 4 This is a schematic diagram of the three-dimensional structure of the connection node between the wall panel and the structural beam in the utility model (the concrete top and the connecting steel bars are not shown).

[0034] Figure 5 This is a schematic structural diagram of the pipe clamp at the staggered connection node between the wall panel and the structural beam in the present invention.

[0035] The numbers in the figure show:

[0036] 1. Structural beam; 2. Wall panel; 3. Concrete coping; 4. Connecting steel bars; 4-1. L-shaped steel bars; 4-2. Longitudinal bars; 5. L-shaped steel clamps; 6. Pipe clamps; 6-1. First connection; 6-2. Second connection. DETAILED DESCRIPTION

[0037] The following is a detailed description of the present invention with reference to the accompanying drawings and specific embodiments. Any features not explicitly described in this technical solution, such as component models, material names, connection structures, and control methods, are considered common technical features disclosed in the prior art.

[0038] In this utility model, unless otherwise specified or limited, the terms "installed," "connected," "connect," "fixed," etc. should be understood in a broad sense. For example, they can refer to fixed connection, detachable connection, or integration; mechanical connection, electrical connection; direct connection, indirect connection through an intermediate medium, internal communication between two components, or interaction between two components. Those skilled in the art will understand the specific meanings of the above terms in this utility model based on specific circumstances.

[0039] It should be noted that, in the present invention, relational terms such as first and second, etc. are merely used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply the existence of any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprising a..." do not exclude the presence of other identical elements in the process, method, article or device comprising the elements.

[0040] Example

[0041] like Figures 1 to 4 As shown, this embodiment provides a connection node for staggered wall panels and structural beams, and the connection node includes: a structural beam 1, a wall panel 2, a concrete top 3, a connecting steel bar 4, an L-shaped steel clip 5, and a pipe clip 6; the connecting steel bar 4 is respectively connected to the structural beam 1 and the concrete top 3; the L-shaped steel clip 5 is respectively connected to the wall panel 2 and the structural beam 1; the pipe clip 6 is respectively connected to the wall panel 2 and the structural beam 1.

[0042] The wall panels 2 are autoclaved lightweight aerated concrete partition panels (ALC wall panels).

[0043] The connecting steel bar 4 includes an L-shaped steel bar 4-1 and a longitudinal bar 4-2; both ends of the L-shaped steel bar 4-1 are respectively inserted into the structural beam 1 and the concrete top 3; the longitudinal bar 4-2 is arranged in the concrete top 3; the L-shaped steel bar 4-1 and the longitudinal bar 4-2 are arranged vertically.

[0044] The pipe clamp 6 is arranged between the structural beam 1 and the wall panel 2; the upper side of the pipe clamp 6 is connected to the structural beam 1; and the lower side of the pipe clamp 6 is connected to the wall panel 2.

[0045] The pipe clamp 6 is inserted into the wall panel 2 and connected to the wall panel 2; the pipe clamp 6 is connected to the structural beam 1 by nailing.

[0046] Among them, Figure 5 As shown, the pipe clamp 6 includes a first connecting part 6-1 and a second connecting part 6-2 vertically connected to the first connecting part 6-1, wherein the first connecting part 6-1 is a sheet structure, and the second connecting part 6-2 is a tubular structure. The second connecting part 6-2 of the pipe clamp 6 is inserted into the wall panel 2 and connected to the wall panel 2, and the first connecting part 6-1 of the pipe clamp 6 is connected to the structural beam 1 by nailing.

[0047] The L-shaped steel clip 5 is connected to the structural beam 1 by nailing; the L-shaped steel clip 5 is connected to the wall panel 2 by nailing.

[0048] The top of the wall panel 2 is connected to the side of the structural beam 1 through an L-shaped steel clamp 5; the top of the wall panel 2 is connected to the bottom of the structural beam 1 through a pipe clamp 6.

[0049] The structural beam 1 is connected to multiple wall panels 2; multiple wall panels 2 are connected end to end. For each wall panel 2, the L-shaped steel clamp 5 is connected to the wall panel 2 in the middle, and the pipe clamp 6 is connected to both ends of the upper surface of the wall panel 2.

[0050] The width of the wall panel 2 is 600 mm; the width of the portion where the wall panel 2 is staggeredly connected to the structural beam 1 is about 1 / 8 of the width of the wall panel 2 .

[0051] The structural beam 1 comprises concrete and steel bars, and the specific dimensions and material strength are determined by the structural stress conditions.

[0052] The concrete capping 3 comprises concrete and steel bars, and the thickness of the capping is determined according to the stability requirements of the wall panel.

[0053] The wall panel 2 is a porous concrete product made primarily of silica sand, cement, and lime, reinforced with rust-proofed steel bars, and cured under high temperature, high pressure, and steam. Conventional ALC wall panels are 600 mm wide, and the wall panel 2 is 600 mm wide.

[0054] The connecting steel bar is made of HRB400, which meets the stress requirements of the concrete top 3 and the structural beam 1.

[0055] The L-shaped steel clip 5 is made of Q235 and is used to connect the top of the wall panel 2 with the side of the structural beam 1. An L-shaped steel clip 5 is set in the center of each wall panel 2.

[0056] The pipe clamp 6 is made of Q235. One side of the pipe clamp 6 is connected to the top of the wall panel 2, and the other side is connected to the bottom of the structural beam 1 through nails. A pipe clamp 6 is set at both ends of the upper part of each wall panel 2.

[0057] The method for connecting the staggered connection nodes of the wall panels and the structural beams comprises the following steps:

[0058] Connect the L-shaped steel clip 5 to the wall panel 2 by nailing, connect the second connection part 6-2 of the pipe clip 6 to the wall panel 2, connect the L-shaped steel clip 5 to the structural beam 1 by nailing, connect the first connection part 6-1 of the pipe clip 6 to the wall panel 2 by nailing, connect the structural beam 1 to the wall panel 2 by the L-shaped steel clip 5 and the pipe clip 6, insert one end of the connecting steel bar 4 into the structural beam 1, and extend the other end, cast in-situ concrete capping 3 on the upper surface of the wall panel 2 and the side of the structural beam 1, and connect the structural beam 1 and the concrete capping 3 by the connecting steel bar 4.

[0059] The above description of the embodiments is intended to facilitate understanding and use of the utility model by those skilled in the art. Those skilled in the art will readily be able to make various modifications to these embodiments and apply the general principles described herein to other embodiments without requiring inventive effort. Therefore, the utility model is not limited to the above-described embodiments. Improvements and modifications made by those skilled in the art based on the disclosure of this utility model without departing from the scope of this utility model should be within the scope of protection of this utility model.

Claims

1. A connection node between a wall panel and a structural beam, characterized in that: The connection node comprises: a structural beam (1), a wall panel (2), a concrete top (3), connecting steel bars (4), an L-shaped steel clamp (5), and a pipe clamp (6); The connecting steel bars (4) are respectively connected to the structural beam (1) and the concrete cap (3); The L-shaped steel clips (5) are connected to the wall panels (2) and the structural beams (1) respectively; The pipe clamp (6) is respectively connected to the wall panel (2) and the structural beam (1).

2. The staggered connection node between the wall panel and the structural beam according to claim 1 is characterized in that: The wallboard (2) is an autoclaved lightweight aerated concrete partition board.

3. The staggered connection node between the wall panel and the structural beam according to claim 1 is characterized in that: The connecting steel bars (4) include L-shaped steel bars (4-1) and longitudinal bars (4-2); The two ends of the L-shaped steel bar (4-1) are respectively inserted into the structural beam (1) and the concrete top (3); The longitudinal reinforcement (4-2) is arranged in the concrete top (3); The L-shaped steel bars (4-1) and the longitudinal bars (4-2) are arranged vertically.

4. The staggered connection node between the wall panel and the structural beam according to claim 1 is characterized in that: The pipe clamp (6) is arranged between the structural beam (1) and the wall panel (2); The upper side of the pipe clamp (6) is connected to the structural beam (1); The lower side of the pipe clamp (6) is connected to the wallboard (2).

5. The staggered connection node between the wall panel and the structural beam according to claim 4, characterized in that: The pipe clamp (6) is inserted into the wall panel (2) and connected to the wall panel (2); The pipe clamp (6) is connected to the structural beam (1) by nailing.

6. The staggered connection node between the wall panel and the structural beam according to claim 1, characterized in that: The L-shaped steel clip (5) is connected to the structural beam (1) by nailing; The L-shaped steel clip (5) is connected to the wall panel (2) by nailing.

7. The staggered connection node between the wall panel and the structural beam according to claim 1 is characterized in that: The top of the wall panel (2) is connected to the side of the structural beam (1) via an L-shaped steel clip (5); The top of the wall panel (2) is connected to the bottom of the structural beam (1) via a pipe clamp (6).

8. The staggered connection node between the wall panel and the structural beam according to claim 1, characterized in that: The structural beam (1) is connected to a plurality of wall panels (2); A plurality of wall panels (2) are connected end to end in sequence.

9. The staggered connection node between the wall panel and the structural beam according to claim 7, characterized in that: For each wall panel (2), the L-shaped steel clamp (5) is connected to the wall panel (2) in the center, and the pipe clamp (6) is connected to both ends of the upper surface of the wall panel (2).

10. The staggered connection node between the wall panel and the structural beam according to claim 1, characterized in that: The width of the wall panel (2) is 600 mm; The width of the portion where the wall panel (2) is staggeredly connected to the structural beam (1) is less than 1 / 2 of the width of the wall panel (2).

Images