Fabricated disassembly-free composite bottom die floor support plate
By adopting prefabricated composite bottom mold bearing plates, and using the combined structure of steel plates, shock-absorbing plates, sound-absorbing glass wool plates and fiber cement bottom plates, the problems of large steel volume, long cycle, large labor intensity, poor shock absorption effect and poor sound insulation during the construction of traditional bottom mold bearing plates are solved, and the effects of rapid assembly, material saving, labor intensity reduction and floor performance improvement are achieved.
Patent Information
- Application Number
- CN202421803530.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-29
- Publication Date
- 2025-06-27
- Estimated Expiration
- 2034-07-29
AI Technical Summary
During the construction process, traditional bottom-form floor bearing plates have problems such as large steel volume, long construction cycle, large labor intensity, poor shock absorption effect and poor sound insulation.
The prefabricated composite bottom mold floor bearing plate is adopted, including steel plates, shock absorbing plates, sound-insulating glass wool plates and fiber cement base plates. It can quickly assemble and connect through assembly blocks, positioning ribs, U-shaped snaps and other structures to form a floor bearing plate with high strength, good shock absorption and sound insulation effect.
It has achieved the advantages of shortening the construction cycle, reducing material use, reducing labor intensity, and improving the shock absorption and sound insulation performance of floor slabs. It has the advantages of high industrialization, saving materials and labor, and environmental protection.
Smart Images
Figure CN223034298U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of building construction, in particular to an assembled non-removable composite bottom formwork floor slab. Background Art
[0002] The traditional bottom formwork floor slab adopts a steel reinforcement cage pouring structure. When constructing the steel reinforcement cage, a full-welding form is generally used, which not only has a large steel consumption, a long construction period, and a high labor intensity, but also the built floor slab has poor shock absorption effect and poor sound insulation. Content of the Utility Model
[0003] In order to overcome the defects of the above-mentioned prior art, the purpose of the utility model is to provide an assembled non-removable composite bottom formwork floor slab, which can not only achieve the corresponding strength, but also has a short construction period, less construction materials, greatly reduced labor intensity, and the built floor slab has good shock absorption and sound insulation effects.
[0004] The utility model is implemented by adopting the following technical solutions:
[0005] An assembled non-removable composite bottom formwork floor slab, comprising a steel plate, a shock-absorbing plate, a sound-insulating glass wool board and a fiber cement bottom plate; one end of the steel plate is set as a straight section, and the other end is provided with an assembly buckle plate higher than the straight section. The upper surface of the steel plate is provided with multiple groups of installation threaded holes and a positioning hole, and the lower surface is provided with assembly blocks; the lower surface of the assembly buckle plate is provided with positioning ribs; the lower surface of the steel plate is connected with the shock-absorbing plate through the assembly blocks; the shock-absorbing plate is provided with the sound-insulating glass wool board below; the sound-insulating glass wool board is provided with the fiber cement bottom plate below; multiple groups of steel bar trusses are arranged on the upper surface of the steel plate.
[0006] Further, the steel bar truss includes steel bar main bars and web bar continuous bars; the upper and lower two steel bar main bars are fixedly connected into a whole through the web bar continuous bars; the lower end of the web bar continuous bar is set as a horizontally bent V-shaped structure, and the horizontally bent V-shaped structure is distributed left and right with respect to the vertical plane formed by the upper and lower two steel bar main bars; the horizontally bent V-shaped structure is fixedly connected with the upper surface of the steel plate through a U-shaped buckle.
[0007] Further, the U-shaped buckle includes ear plates and an arc connecting part; the contact part of the U-shaped buckle with the horizontally bent V-shaped structure of the web bar continuous bar is set as the arc connecting part, and the two ends are provided with ear plates; the ear plates are connected with the installation threaded holes through screws.
[0008] Furthermore, the cross-section of the sound insulation glass wool board is set into a stepped structure with a higher middle part and lower ends; mounting grooves corresponding to the stepped structure of the sound insulation glass wool board are respectively arranged on the lower surface of the shock absorption board and the upper surface of the fiber cement bottom board; the sound insulation glass wool board is correspondingly installed in the mounting grooves on the lower surface of the shock absorption board and the upper surface of the fiber cement bottom board respectively; after the upper surface of the shock absorption board is installed with the steel plate, a composite bottom formwork floor bearing plate assembly unit is formed.
[0009] Furthermore, one composite bottom formwork floor bearing plate assembly unit is connected to the positioning hole at one end of the straight section of the steel plate of another composite bottom formwork floor bearing plate assembly unit through the positioning rib under the assembly buckle of the steel plate, and a water stop strip is arranged at the connection part to form a composite bottom formwork floor bearing plate with a larger span.
[0010] In summary, the utility model has the following beneficial effects: The utility model can replace the traditional formwork and on-site casting construction methods, and has many advantages such as high industrialization degree, material and labor saving, shortened construction period, reduced resource waste and reduced environmental pollution. The fiber cement bottom board has good crack resistance, and the sound insulation glass wool board can improve the heat preservation performance and sound insulation performance of the floor slab, and also has a shock absorption effect. Description of the Drawings
[0011] Figure 1 It is a three-dimensional structural schematic diagram of the utility model.
[0012] Figure 2 It is a structural schematic diagram of the composite bottom formwork floor bearing plate of the utility model.
[0013] Figure 3 It is a schematic diagram of the butt joint structure of two composite bottom formwork floor bearing plates.
[0014] Figure 4 It is Figure 3 The enlarged structural schematic diagram at position H in
[0015] Figure 5 It is a front view structural schematic diagram of the utility model.
[0016] Figure 6 It is Figure 5 The enlarged structural schematic diagram at position M of
[0017] Figure 7 It is a structural schematic diagram of the U-shaped buckle of the utility model.
[0018] Wherein: steel plate 1; shock absorption board 2; sound insulation glass wool board 3; fiber cement bottom board 4; water stop strip 5; steel bar truss 6; U-shaped buckle 7; assembly buckle 101; positioning rib 102; assembly block 103; positioning hole 104; installation threaded hole 105; main steel bar of steel bar 601; continuous web bar 602; ear plate 701; arc connecting part 702. Detailed implementation mode
[0019] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments.
[0020] Embodiment
[0021] As shown in Figures 1 to 7 A prefabricated non-removable composite bottom formwork floor slab includes a steel plate 1, a shock-absorbing plate 2, a sound-insulating glass wool board 3, and a fiber cement bottom plate 4. One end of the steel plate 1 is set as a straight section, and the other end is provided with an assembly buckle plate 101 higher than the straight section. The upper surface of the steel plate 1 is provided with multiple groups of installation threaded holes 105 and a positioning hole 104, and the lower surface is provided with assembly blocks 103. The lower surface of the assembly buckle plate 101 is provided with positioning ribs 102. The steel plate 1 is connected to the shock-absorbing plate 2 through the assembly blocks 103. The shock-absorbing plate 2 is provided with a sound-insulating glass wool board 3 below. The sound-insulating glass wool board 3 is provided with a fiber cement bottom plate 4 below. Multiple groups of steel bar trusses 6 are arranged on the upper surface of the steel plate 1.
[0022] As a preferred embodiment, as shown in Figure 1 , Figure 5 , Figure 6 and Figure 7 The steel bar truss 6 includes steel bar main ribs 601 and web bar continuous ribs 602. The upper and lower steel bar main ribs 601 are fixedly connected into a whole through the web bar continuous ribs 602. The lower end of the web bar continuous ribs 602 is set as a horizontally bent V-shaped structure, and the horizontally bent V-shaped structure is distributed on the left and right of the vertical plane formed by the upper and lower steel bar main ribs 601. The horizontally bent V-shaped structure is fixedly connected to the upper surface of the steel plate 1 through a U-shaped buckle 7. Through the structural setting of the steel bar truss 6, not only the overall steel structure usage of the truss structure is small and the manufacturing cost is low, but also the structure is stable and not easy to deform. The U-shaped buckle 7 includes ear plates 701 and an arc connecting portion 702. The contact portion between the U-shaped buckle 7 and the horizontally bent V-shaped structure of the web bar continuous ribs 602 is set as the arc connecting portion 702, and ear plates 701 are arranged at both ends. The ear plates 701 are connected to the installation threaded holes 105 through screws, and the horizontally bent V-shaped structure of the web bar continuous ribs 602 is locked through the arc connecting portion 702 of the U-shaped buckle 7 to achieve surface contact locking, with good locking effect and small installation displacement tolerance.
[0023] As a preferred embodiment, as shown in Figure 2As shown in the figure, the cross-section of the sound-insulating glass wool board 3 is set to a stepped structure with a higher middle and lower ends; mounting grooves corresponding to the stepped structure of the sound-insulating glass wool board 3 are respectively provided on the lower surface of the shock-absorbing board 2 and the upper surface of the fiber cement bottom board 4; the mounting grooves on the lower surface of the shock-absorbing board 2 and the mounting grooves on the upper surface of the fiber cement bottom board 4 are respectively installed corresponding to the sound-insulating glass wool board 3; after the upper surface of the shock-absorbing board 2 is installed with the steel plate 1, a composite bottom formwork floor bearing plate assembly unit is formed. The assembly of this structure is more convenient and the structure is more stable.
[0024] As a preferred embodiment, as Figure 3 shown, a composite bottom formwork floor bearing plate assembly unit is connected to the positioning hole 104 at one end of the straight section of the steel plate 1 of another composite bottom formwork floor bearing plate assembly unit through the positioning rib 102 under the assembly buckle plate 101 of the steel plate 1, and a water stop strip 5 is provided at the connection part to form a composite bottom formwork floor bearing plate with a larger span. By setting the water stop strip 5, it can be ensured that there is no water seepage at the joint of the composite bottom formwork floor bearing plate assembly units after connection. After scraping flexible interior putty at the joint, the hidden danger of cracks can be avoided.
[0025] Application example
[0026] As Figure 1 、 Figure 3 and Figure 5 shown, the spacing of the steel bar trusses 6 is set to 200 mm, and three steel bar trusses 6 are evenly arranged on the steel plate 1 to form a composite bottom formwork floor bearing plate assembly unit. According to the pouring length requirements of concrete during construction, multiple composite bottom formwork floor bearing plate assembly units can be assembled to form a composite bottom formwork floor bearing plate with a larger span; the thickness of the fiber cement bottom board 4 ≥ 8 mm to ensure the most basic strength requirements, and the thickness of the fiber cement bottom board 4 can be increased according to the construction situation. An assembled and demountable-free composite bottom formwork floor bearing plate of the present invention can replace traditional formwork and on-site casting construction methods, and has many advantages such as high industrialization level, material and labor saving, shortened construction period, reduced resource waste and reduced environmental pollution. The fiber cement bottom board 4 has good crack resistance, and the sound-insulating glass wool board 3 can use special glass wool boards for building construction. The sound-insulating glass wool board 3 can improve the thermal insulation performance and sound insulation performance of the floor slab.
[0027] Although the specific implementation manners of the present invention are described and explained in detail above, it should be pointed out that: we can make various equivalent changes and modifications to the above-mentioned implementation manners according to the concept of the present invention. When the functions and effects generated by them still do not exceed the spirit covered by the specification, they should all be within the protection scope of the present invention.
Claims
1. An assembled non-disassembly composite bottom formwork floor decking, characterized in that: It includes a steel plate, a shock-absorbing plate, a sound-insulating glass wool plate and a fiber cement base plate; one end of the steel plate is set to a straight section, and the other end is provided with an assembly gusset plate higher than the straight section; the upper surface of the steel plate is provided with multiple groups of mounting threaded holes and a positioning hole, and the lower surface is provided with an assembly block; the lower surface of the assembly gusset plate is provided with positioning ribs; the lower side of the steel plate is connected to the shock-absorbing plate through an assembly block; a sound-insulating glass wool plate is provided under the shock-absorbing plate; a fiber cement base plate is provided under the sound-insulating glass wool board; multiple groups of steel trusses are provided on the steel plate.
2. The assembled non-disassembly composite bottom formwork floor decking according to claim 1 is characterized in that: The steel truss includes main steel bars and continuous web bars; the upper and lower main steel bars are fixedly connected to form a whole through the continuous web bars; the lower end of the continuous web bars is arranged to be a horizontally bent V-shaped structure, and the horizontally bent V-shaped structure is distributed left and right along the vertical plane formed by the upper and lower main steel bars; the horizontally bent V-shaped structure is fixedly connected to the upper surface of the steel plate through a U-shaped buckle.
3. The assembled non-disassembly composite bottom formwork floor decking according to claim 2 is characterized in that: The U-shaped clip includes an ear plate and an arc-shaped connecting portion; the contact portion between the U-shaped clip and the horizontally bent V-shaped structure of the web continuous rib is configured as an arc-shaped connecting portion, with ear plates provided at both ends; the ear plates are connected to the mounting threaded holes by screws.
4. The assembled non-disassembly composite bottom formwork floor decking according to claim 1 is characterized in that: The cross-section of the sound-insulating glass wool board is arranged to be a stepped structure which is high in the middle and low at both ends; the lower surface of the shock-absorbing plate and the upper surface of the fiber cement base plate are respectively provided with installation grooves corresponding to the stepped structure of the sound-insulating glass wool board; the installation grooves on the lower surface of the shock-absorbing plate and the installation grooves on the upper surface of the fiber cement base plate are respectively installed corresponding to the sound-insulating glass wool board; the upper surface of the shock-absorbing plate is installed with the steel plate to form a composite bottom formwork floor decking assembly unit.
5. The assembled non-disassembly composite bottom formwork floor decking according to claim 4 is characterized in that: One composite bottom formwork floor decking assembly unit is connected to the positioning hole at one end of the straight section of the steel plate of another composite bottom formwork floor decking assembly unit through the positioning ribs under the assembly buckle plate of the steel plate, and a water stop strip is provided at the connection position to form a composite bottom formwork floor decking with a larger span.