Load-bearing type building ground sine wave armoring seam system
By designing a sine wave armored joint system on the floor of the load-bearing building, the looseness and deformation of the deformation joint system under load-bearing conditions is solved, and the effective treatment of the gap and the aesthetics and durability of the floor are improved.
Patent Information
- Application Number
- CN202421994602.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-08-16
- Publication Date
- 2025-05-06
- Estimated Expiration
- 2034-08-16
AI Technical Summary
The deformed joint systems of load-bearing floors in existing industrial buildings are prone to loosening, curling, and deforming when frequently passing through forklifts or transporting heavy objects, resulting in cracking of gaps, hollowing, staggered platforms, and damaged deformed corners.
A sine wave armored joint system for the floor of the load-bearing building is designed, using a left support, a right support, an adjustable support, a left load-bearing cover, a right load-bearing cover, a middle load-bearing cover, an adjustment plate and an adjustment bolt. The left side of the middle load-bearing cover and the right side of the left load-bearing cover are corrugated toothed structures, which can be fitted and fit, and the middle load-bearing cover can be slightly moved with the thermal expansion and contraction of the gap.
It effectively solves the gap problem at the cross-slits between different floor sections, reduces the stress concentration point of corrugated toothed structure and wheeled transport tools of different materials, reduces the edge loss effect, maintains the beauty of the floor, saves materials and construction periods, and improves construction quality.
Smart Images
Figure CN222835288U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a sine wave armored seam system for a load-bearing building floor. Background Art
[0002] There are three main ways to deal with the deformation joints of the load-bearing floors in existing industrial buildings: 1. Aluminum alloy cover plate deformation joint system; 2. Ordinary steel plate deformation joint system; 3. Armored deformation joint system.
[0003] The above three types of expansion joint systems all have the following problems: due to frequent forklifts or transportation of heavy objects, the expansion joint cover plates are very easy to loosen, warp, and deform. In addition, the stress concentration points at the sharp angles of the concrete at the edges of the gaps and the edge damage effect of the wheels of the logistics equipment will cause the gaps to crack due to stress, hollowing, misalignment, and damage to the deformed corners. Utility Model Content
[0004] The purpose of the utility model is to overcome the above-mentioned deficiencies in the prior art and to provide a sinusoidal wave armored seam system for load-bearing floors with a reasonable structural design, which solves the problem of gaps existing in the cross-slots between different floor panels, and can also meet the problems of stress cracking, hollowing, misalignment, and damage to deformed corners caused by deformation gaps of different wheeled vehicles crossing the floor with heavy loads.
[0005] The technical solution adopted by the utility model to solve the above-mentioned problems is: a sinusoidal wave armored seam system for the floor of a load-bearing building, comprising a left support and a right support, the left support and the right support are arranged left and right; it is characterized in that: it also comprises an adjustable support, a left load-bearing cover plate, a right load-bearing cover plate, a middle load-bearing cover plate, an adjustment plate and an adjustment bolt; the left load-bearing cover plate is fixedly mounted on the left support; the right load-bearing cover plate is fixedly mounted on the right support; the middle load-bearing cover plate is located between the left load-bearing cover plate and the right load-bearing cover plate; the left side of the middle load-bearing cover plate and the right side of the left load-bearing cover plate are both corrugated tooth structures, and the left side of the middle load-bearing cover plate and the right side of the left load-bearing cover plate are embedded; the right side of the middle load-bearing cover plate and the left side of the right load-bearing cover plate fit together; the right side of the middle load-bearing cover plate is fixedly mounted on the right support, and the left side is fixedly mounted on the adjustable support; the adjustment plate is fixed on the left support, and an adjustment hole is opened on the adjustment plate, and the adjustment bolt slides and rotates in the adjustment hole, and the adjustment bolt is fixed to the adjustable support and the adjustment plate.
[0006] The toothed structure described in the utility model is a sine wave.
[0007] The right side of the middle load-bearing cover plate and the left side of the right load-bearing cover plate described in the utility model are both plane shapes.
[0008] The adjusting hole described in the utility model is a long hole, and the adjusting hole is arranged along the left-right direction.
[0009] Compared with the prior art, the utility model has the following advantages and effects: it focuses on solving the gap problem existing in the cross-joint between different floor panels in the new energy, electronics, semiconductor and other industries, and can also meet the conventional problems such as stress cracking, hollowing, misalignment, deformation and corner damage caused by heavy-loaded wheeled vehicles crossing the gap of the floor. The design of the corrugated tooth structure reduces the edge damage effect sharply when the stress concentration point and wheeled vehicles of different materials are in tangential contact with the gap; the corrugated tooth structure can move slightly with the thermal expansion and contraction of the gap, and can maintain its beauty under different seasonal conditions; at the same time, it can save material usage and construction period, and improve construction quality; it can make the floor gap treatment method meet the cross-regional transportation needs of clean, heavy-loaded, and high-demand intelligent logistics equipment in different production environments. BRIEF DESCRIPTION OF THE DRAWINGS
[0010] Figure 1 It is a three-dimensional structural schematic diagram of an embodiment of the utility model.
[0011] Figure 2 It is a schematic diagram of the top structure of an embodiment of the utility model.
[0012] Figure 3 It is a side structural schematic diagram of an embodiment of the utility model.
[0013] Figure 4 yes Figure 2 Schematic diagram of the cross-sectional structure along the AA direction. DETAILED DESCRIPTION
[0014] The present invention will be further described in detail below with reference to the accompanying drawings and through examples. The following examples are provided to explain the present invention, but the present invention is not limited to the following examples.
[0015] The embodiment of the utility model comprises a left support 1, a right support 2, an adjustable support 3, a left load-bearing cover plate 4, a right load-bearing cover plate 5, a middle load-bearing cover plate 6, an adjustment plate 7 and an adjustment bolt 8.
[0016] The left support 1 and the right support 2 are arranged left and right.
[0017] The left load-bearing cover plate 4 is fixedly mounted on the left support 1. The right load-bearing cover plate 5 is fixedly mounted on the right support 2. The middle load-bearing cover plate 6 is located between the left load-bearing cover plate 4 and the right load-bearing cover plate 5; the left side of the middle load-bearing cover plate 6 and the right side of the left load-bearing cover plate 4 are both wave-shaped tooth structures, more specifically, the tooth-shaped structures are sinusoidal waveforms, and the left side of the middle load-bearing cover plate 6 and the right side of the left load-bearing cover plate 4 are interlocked; the right side of the middle load-bearing cover plate 6 and the left side of the right load-bearing cover plate 5 are both flat, and the right side of the middle load-bearing cover plate 6 and the left side of the right load-bearing cover plate 5 fit together. The right side of the middle load-bearing cover plate 6 is fixedly mounted on the right support 2 by bolts; the left side of the middle load-bearing cover plate 6 is fixedly mounted on the adjustable support 3 by bolts.
[0018] The adjustment plate 7 is fixed on the left support 1, and an adjustment hole 71 is opened on the adjustment plate 7. The adjustment hole 71 is a long hole and is arranged along the left and right direction. The adjustment bolt 8 slides and rotates in the adjustment hole 71, and the adjustment bolt 8 is fixed to the adjustable support 3 and the adjustment plate 7. The setting of this structure can make the middle load-bearing cover plate 6 move slightly with the thermal expansion and contraction of the gap.
[0019] The installation method of the utility model is: when the concrete floor is constructed, the left support 1 and the right support 2 are fixed and leveled and straightened. As the concrete solidification time changes, the hydration reaction continues to deepen, and the left support 1 and the right support 2 are firmly fixed to the concrete; after the floor construction is completed, the left load-bearing cover plate 4, the right load-bearing cover plate 5 and the middle load-bearing cover plate 6 are installed.
[0020] In addition, it should be noted that the shapes and names of the parts and components of the specific embodiments described in this specification may be different, and the above content described in this specification is only an example of the structure of the utility model. All equivalent changes or simple changes made based on the structure, features and principles described in the patent concept of the utility model are included in the protection scope of the utility model patent. Technicians in the technical field of the utility model can make various modifications or supplements to the specific embodiments described or replace them in a similar manner, as long as they do not deviate from the structure of the utility model or exceed the scope defined by the claims, they should all fall within the protection scope of the utility model.
Claims
1. A sine wave armored seam system for a load-bearing building floor, comprising a left support and a right support, the left support and the right support being arranged left and right; characterized in that: It also includes an adjustable support, a left load-bearing cover plate, a right load-bearing cover plate, a middle load-bearing cover plate, an adjustment plate and an adjustment bolt; the left load-bearing cover plate is fixedly mounted on the left support; the right load-bearing cover plate is fixedly mounted on the right support; the middle load-bearing cover plate is located between the left load-bearing cover plate and the right load-bearing cover plate; the left side of the middle load-bearing cover plate and the right side of the left load-bearing cover plate are both corrugated tooth structures, and the left side of the middle load-bearing cover plate and the right side of the left load-bearing cover plate are embedded; the right side of the middle load-bearing cover plate and the left side of the right load-bearing cover plate are fitted; the right side of the middle load-bearing cover plate is fixedly mounted on the right support, and the left side is fixedly mounted on the adjustable support; the adjustment plate is fixed on the left support, and an adjustment hole is opened on the adjustment plate, and the adjustment bolt slides through the adjustment hole, and the adjustment bolt is fixed to the adjustable support and the adjustment plate.
2. The sine wave armored seam system for load-bearing floors according to claim 1 is characterized in that: The toothed structure is a sinusoidal waveform.
3. The sine wave armored seam system for load-bearing building floors according to claim 1 is characterized in that: The right side of the middle load-bearing cover plate and the left side of the right load-bearing cover plate are both plane shapes.
4. The sine wave armored seam system for load-bearing building floors according to claim 1 is characterized in that: The adjustment hole is a long hole, and the adjustment hole is arranged along the left-right direction.