CN210216904U - Have assembled reinforcing plate of bearing power consumption and shearing antidetonation effect concurrently - Google Patents
Have assembled reinforcing plate of bearing power consumption and shearing antidetonation effect concurrently Download PDFInfo
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- CN210216904U CN210216904U CN201920771160.4U CN201920771160U CN210216904U CN 210216904 U CN210216904 U CN 210216904U CN 201920771160 U CN201920771160 U CN 201920771160U CN 210216904 U CN210216904 U CN 210216904U
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Abstract
The utility model provides a have assembled reinforcing plate who bears the weight of power consumption and shear shock resistance effect concurrently. Belong to building technical field, the panel, the reinforcing plate frame is enclosed into to lateral part backup pad and tip shrouding, the outward flange of lateral part backup pad is all stretched at both ends and flushes rather than controlling the tip shrouding, the outward flange of panel is all stretched at both ends around the tip shrouding and flushes rather than, the inside cavity at the reinforcing plate sets up foam concrete, it bears the weight of the power consumption backup pad to set up four in the inner structure of reinforcing plate, set up a plurality of round holes in bearing the weight of the power consumption backup pad, it bears the power consumption rib to set up between adjacent round hole, set up link one respectively at the both ends that bear the power consumption backup pad, set up a plurality of connecting plates: the utility model has the characteristics of bearing capacity is strong, the shock resistance is good, vertical power consumption and horizontal shear direction power consumption nature are good, the ductility is good, solved traditional building wallboard structure antidetonation and born, the relatively poor and not enough shortcoming of durability of power consumption support performance.
Description
Technical Field
The utility model belongs to the technical field of the building, especially, relate to an assembled reinforcing plate that has bearing power consumption and shearing antidetonation effect concurrently.
Background
Earthquake disasters are sudden and destructive, and when an earthquake happens, the ground vibration causes the earthquake reaction of the structure. In order to avoid the above-mentioned disasters, one must control the seismic response of the structural system and eliminate the "amplifier" effect of the structural system. When the wind or earthquake is small, the energy dissipation rod pieces and the structure have enough lateral rigidity to meet the use requirement, and the structure is in an elastic state; when a large earthquake or a large wind occurs, along with the increase of the lateral deformation of the structure, the energy dissipation component or the energy dissipation device starts to work first to generate larger damping, a large amount of earthquake or wind vibration energy input into the structure is consumed, so that the energy of the structure, such as kinetic energy or elastic potential energy, is converted into heat energy and the like to be dissipated, the earthquake or wind vibration reaction of the structure is quickly attenuated, the main body structure is prevented from generating an obvious inelastic state, the main body structure and the component are protected from being damaged in strong earthquake or strong wind, the factors such as materials used in the structure part of the existing building wallboard are unreasonable, the practicability is poor, the implementation is difficult in many occasions, most of the cost is high, the construction method is restricted by the level of consumers, the popularization and the use in large area are impossible, some weight is large, mechanical construction is required, the construction method is complex, the earthquake resistance performance is poor, the damping capacity is poor, the, the safety coefficient is also lower, so it is necessary to carry out the industrial systematic research and development aiming at the defects of the existing building wallboard structure that the stress performance is poor and the shock resistance and the shock absorption energy consumption performance are poor, so that the building industry of China really realizes the green, recyclable and sustainable whole process, therefore, the building wallboard structure with good stress performance and excellent shock resistance and energy consumption performance needs to be designed to solve the problems.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem that exists, the utility model provides a have assembled reinforcing plate who bears power consumption and shearing antidetonation effect concurrently, when the earthquake takes place to produce vertical direction vibrations, the earthquake reaction that the vertical vibration of building structure arouses can effectively be reduced to a plurality of power consumption backup pads that bear that set up, when the earthquake takes place to produce horizontal shear vibrations, the anti-shear rigidity of sliding of wallboard structure can be strengthened to built-in shear extrusion power consumption circle extrusion that sets up in to the while, further increase horizontal shear direction power consumption ability, the utility model has the characteristics of bearing capacity is strong, the shock resistance is good, vertical power consumption and horizontal shear direction power consumption are good, the ductility is good, solved traditional building wallboard structure antidetonation and born, the relatively poor and not enough shortcoming of durability of power consumption support performance.
In order to realize the purpose, the utility model discloses a technical scheme be:
an assembled reinforcing plate with the functions of bearing energy consumption and shearing shock resistance comprises a panel, side supporting plates, end sealing plates, foam concrete, a bearing energy consumption supporting plate, a round hole, a bearing energy consumption rib, a first connecting end, a connecting screw, a built-in shearing and extruding energy consumption ring, a connecting plate, a connecting screw hole, a guy cable, a second connecting end, a fixing part, an elliptical hole, a shearing energy consumption rib, a splitting plate and a built-in shearing limiting and restraining frame, wherein the upper end and the lower end of the assembled reinforcing plate with the functions of bearing energy consumption and shearing shock resistance are respectively provided with the end sealing plates, the left side and the right side of the assembled reinforcing plate with the functions of bearing energy consumption and shearing shock resistance are respectively provided with the side supporting plates, the front end part and the rear end part of the assembled reinforcing plate with the functions of bearing energy consumption and shearing shock resistance are respectively provided with the panel, the side supporting plates and the end sealing, the front end and the rear end of the end sealing plate extend to the outer edge of the panel and are flush with the outer edge, foam concrete is arranged in an inner cavity of the reinforcing plate, four bearing energy consumption supporting plates are arranged in an inner structure of the reinforcing plate, a plurality of round holes are arranged on the bearing energy consumption supporting plates, bearing energy consumption ribs are arranged between the adjacent round holes, connecting ends I are respectively arranged at two ends of the bearing energy consumption supporting plates, a connecting plate is arranged on the inner surface of the side supporting plate, two connecting plates are arranged on the inner surface of the end sealing plate, a connecting end II is arranged in the middle of the connecting plate, a plurality of connecting screw holes are arranged at the left end and the right end of the connecting end II, the connecting ends I at two ends of the bearing energy consumption supporting plate are connected with the connecting ends II on the connecting plate through welding, a plurality, the built-in shear limiting restraining frame is arranged in an internal structure of the reinforcing plate, four top points of the built-in shear limiting restraining frame are respectively connected with the bearing energy consumption supporting plate, the built-in shear limiting restraining frame is of a square frame structure formed by four sub-plates, a plurality of elliptical holes are formed in the sub-plates, shear energy consumption ribs are arranged between the adjacent elliptical holes, a built-in shear extrusion energy consumption ring is arranged in the built-in shear limiting restraining frame, a guy cable is arranged in the horizontal direction and the vertical direction of the reinforcing plate and penetrates through the sub-plates and the built-in shear extrusion energy consumption ring to connect the two, and fixing pieces are arranged in the built-in shear extrusion energy consumption ring and outside the sub-plates to fix the two.
Furthermore, the end sealing plates and the panel, and the end sealing plates and the side supporting plates are fixedly connected in a nail connection mode.
Furthermore, the bearing energy consumption supporting plate, the built-in shearing and extruding energy consumption ring and the sub-plate are made of low yield point energy consumption steel plates.
Furthermore, four top points of the built-in shear limiting restraining frame are respectively connected with the bearing energy consumption supporting plate by welding.
Further, the inhaul cable is made of elastic materials.
Furthermore, the bearing energy consumption supporting plate, the connecting screw, the built-in shearing and extruding energy consumption ring, the connecting plate, the inhaul cable and the built-in shearing and limiting restraining frame are all subjected to anti-corrosion treatment.
Furthermore, a built-in shearing and extruding energy dissipation ring is arranged inside the built-in shearing limiting and restraining frame, and the built-in shearing and extruding energy dissipation ring and the inner surface of the built-in shearing limiting and restraining frame are arranged in a tangent mode.
Further, the fixing piece is tightly sleeved on the inhaul cable for fixing.
The utility model has the advantages that: the utility model discloses have concurrently and born the weight of the assembled reinforcing plate of power consumption and shearing antidetonation effect and improved assembled efficiency, have whole cooperative performance and the good characteristics of stability, when the earthquake takes place to produce vertical direction vibrations, the earthquake reaction that the vertical vibration of building structure arouses can effectively be reduced to a plurality of power consumption backup pads that bear that set up, and can prevent that the wallboard from taking place whole sliding or deformation easily when bearing, and increase the bearing supporting role of building structure system, when the earthquake takes place to produce horizontal shearing vibrations, the spacing restraint frame of built-in shearing can strengthen the anti-shearing rigidity of sliding of wallboard structure, can extrude power consumption circle to the built-in shearing extrusion that sets up in it simultaneously, further increase horizontal shearing direction power consumption ability, strengthened structure wholeness and stability again, have construction convenience, characteristics that the construction speed is fast, the utility model has the characteristics of bearing capacity is strong, the utility model has, The wall panel has the characteristics of good earthquake resistance, good vertical energy consumption and horizontal shearing direction energy consumption and good ductility, and overcomes the defects of poor earthquake resistance bearing, poor energy consumption supporting performance and insufficient durability of the traditional building wall panel structure.
Drawings
Fig. 1 is the utility model discloses have concurrently and bear the weight of the assembled reinforcing plate front view schematic diagram of power consumption and shearing antidetonation effect.
Fig. 2 is the utility model discloses have concurrently and bear the weight of the assembled reinforcing plate of power consumption and shearing antidetonation effect and overlook the schematic diagram.
Fig. 3 is a schematic sectional view taken along line a-a of fig. 2.
Fig. 4 is a schematic view of a connection plate.
Fig. 5 is a schematic view of a built-in shear limiting constraint block.
Fig. 6 is a schematic view of a split plate.
Fig. 7 is a schematic view of a load-bearing dissipative support plate.
In the figure: 1 is a panel; 2 is a side supporting plate; an end sealing plate is arranged at the 3 position; 4 is foam concrete; 5 is a bearing energy consumption support plate; 6 is a round hole; 7 is a bearing energy consumption rib; 8 is a first connecting end; 9 is a connecting screw; 10 is a built-in shearing and extruding energy dissipation ring; 11 is a connecting plate; 12 is a connecting screw hole; 13 is a pull rope; 14 is a second connecting end; 15 is a fixing piece; 16 is an elliptical hole; 17 is a shearing energy consumption rib; 18 is a dividing plate; 19 is a built-in shear limiting restraint frame.
Detailed Description
For further explanation of the present invention, the following detailed description of the present invention is provided with reference to the drawings and examples, which should not be construed as limiting the scope of the present invention.
Example (b): as shown in figures 1-7, an assembled reinforcing plate with both bearing energy consumption and shearing anti-seismic functions mainly comprises a panel 1, a side supporting plate 2, an end sealing plate 3, foam concrete 4, a bearing energy consumption supporting plate 5, a round hole 6, a bearing energy consumption rib 7, a first connecting end 8, a connecting screw 9, a built-in shearing and extruding energy consumption ring 10, a connecting plate 11, a connecting screw hole 12, a guy cable 13, a second connecting end 14, a fixing piece 15, an elliptical hole 16, a shearing energy consumption rib 17, a splitting plate 18 and a built-in shearing limiting and restraining frame 19, in the structure of the assembled reinforcing plate with both bearing energy consumption and shearing anti-seismic functions, the upper end and the lower end are provided with the end sealing plates 3, the side supporting plate 2 is respectively arranged at the two side end parts between the end sealing plates 3 at the upper end and the lower end, the front end part and the rear end part between the end sealing plates 3 at the upper end and the lower end are, the left end and the right end of the end part sealing plate 3 extend to and are flush with the outer edge of the side part supporting plate 2, the front end and the rear end of the end part sealing plate 3 extend to and are flush with the outer edge of the panel 1, the foam concrete 4 is arranged in the inner cavity of the wall plate, four bearing energy consumption supporting plates 5 are arranged in the inner structure of the wall plate, a plurality of round holes 6 are arranged on the bearing energy consumption supporting plates 5, bearing energy consumption ribs 7 are arranged between the adjacent round holes 6, connecting ends I8 are respectively arranged at the two ends of the bearing energy consumption supporting plates 5, a plurality of connecting plates 11 are arranged in the inner structure of the wall plate, a plurality of connecting screw holes 12 are arranged at the left end and the right end of each connecting plate 11, a connecting end II 14 is arranged in the middle of each connecting plate 11, the connecting ends I8 at the two ends of the bearing energy consumption supporting plates 5 are connected with the connecting, connecting the connecting plate 11 and the end sealing plate 3, arranging a plurality of connecting screws 9 to pass through the connecting screw holes 12 on the connecting plate 11 and the side supporting plate 2, connecting the connecting plate 11 and the side supporting plate 2, arranging a built-in shear limiting and restraining frame 19 in the internal structure of the wall plate, respectively connecting four top points of the built-in shear limiting and restraining frame 19 with the energy-bearing supporting plate 5, wherein the built-in shear limiting and restraining frame 19 is a square frame structure surrounded by four sub-plates 18, a plurality of elliptical holes 16 are arranged on the sub-plate 18, shearing energy dissipation ribs 17 are arranged between the adjacent elliptical holes 16, the internal shear extrusion energy dissipation ring 10 is arranged in the internal shear limiting restraint frame 19, the inhaul cables 13 are arranged horizontally and vertically and penetrate through the branch plate 18 and the internal shear extrusion energy dissipation ring 10 to connect the two, and fixing pieces 15 are arranged inside the built-in shear extrusion energy dissipation ring 10 and outside the sub-plates 18 for fixing. The fixing piece 15 is a sphere with a through hole, and is tightly sleeved on the inhaul cable 13 to fix the branch plate 18 and the built-in shearing and extruding energy dissipation ring 10. The middle shearing energy consumption rib 17 on the sub-plate 18 is provided with a hole, and the hole on the built-in shearing extrusion energy consumption ring 10 corresponding to the hole on the sub-plate 18 is also provided with a hole for the stay cable 13 to pass through.
The end sealing plates 3 and the panel 1, the end sealing plates 3 and the side supporting plates 2 are fixedly connected in a nail connection mode. Four top points of the built-in shear limiting restraining frame 19 are respectively connected with the bearing energy consumption supporting plate 5 by welding. The built-in shear extrusion energy dissipation ring 10 is arranged inside the built-in shear limiting and restraining frame 19, and the built-in shear extrusion energy dissipation ring 10 and the inner surface of the built-in shear limiting and restraining frame 19 are arranged in a tangent mode.
The bearing energy consumption support plate 5, the built-in shearing and extruding energy consumption ring 10 and the sub-plate 18 are made of low yield point energy consumption steel plates. The stay 13 is made of an elastic material. The bearing energy consumption supporting plate 5, the connecting screw 9, the built-in shearing and extruding energy consumption ring 10, the connecting plate 11, the inhaul cable 13 and the built-in shearing limiting restraining frame 19 are all subjected to anti-corrosion treatment.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.
Claims (8)
1. The utility model provides a have concurrently and bear assembled reinforcing plate of power consumption and shearing antidetonation effect which characterized in that: comprises a panel (1), lateral supporting plates (2), end sealing plates (3), foam concrete (4), a bearing energy consumption supporting plate (5), a round hole (6), a bearing energy consumption rib (7), a connecting end I (8), a connecting screw (9), a built-in shearing and extruding energy consumption ring (10), a connecting plate (11), a connecting screw hole (12), a stay cable (13), a connecting end II (14), a fixing piece (15), an elliptical hole (16), a shearing energy consumption rib (17), a branch plate (18) and a built-in shearing limiting and restraining frame (19), wherein the upper end and the lower end of the assembled reinforcing plate with bearing energy consumption and shearing anti-seismic functions are respectively provided with the end sealing plates (3), the left side and the right side of the assembled reinforcing plate with bearing energy consumption and shearing anti-seismic functions are respectively provided with the lateral supporting plates (2), and the front end and the rear end of the assembled reinforcing plate with bearing energy, a panel (1), a lateral supporting plate (2) and an end sealing plate (3) are enclosed to form a reinforcing plate outer frame, the left end and the right end of the end sealing plate (3) are respectively extended to the outer edge of the lateral supporting plate (2) and flush with the outer edge, the front end and the rear end of the end sealing plate (3) are respectively extended to the outer edge of the panel (1) and flush with the outer edge, a foam concrete (4) is arranged in an inner cavity of the reinforcing plate, four bearing energy consumption supporting plates (5) are arranged in the inner structure of the reinforcing plate, a plurality of round holes (6) are arranged on the bearing energy consumption supporting plates (5), bearing energy consumption ribs (7) are arranged between the adjacent round holes (6), connecting ends I (8) are respectively arranged at the two ends of the bearing energy consumption supporting plates (5), a connecting plate (11) is arranged on the inner surface of the lateral supporting plate (2), two connecting plates (11) are arranged on the inner, a plurality of connecting screw holes (12) are arranged at the left end and the right end of a connecting end II (14), connecting ends I (8) at the two ends of a bearing energy consumption supporting plate (5) are all connected with a connecting end II (14) on a connecting plate (11) through welding, a plurality of connecting screws (9) are arranged to connect the connecting plate (11) and an end sealing plate (3), a plurality of connecting screws (9) are arranged to connect the connecting plate (11) and a side supporting plate (2), a built-in shear limiting restraining frame (19) is arranged in the internal structure of the reinforcing plate, four top points of the built-in shear limiting restraining frame (19) are respectively connected with the bearing energy consumption supporting plate (5), the built-in shear limiting restraining frame (19) is a square frame structure formed by four sub-plates (18), a plurality of elliptical holes (16) are arranged on the sub-plates (18), and shear energy consumption ribs (17) are arranged between the adjacent elliptical holes (16), the built-in shear extrusion energy dissipation ring (10) is arranged inside the built-in shear limiting restraint frame (19), the stay cables (13) are arranged in the horizontal direction and the vertical direction of the reinforcing plate and penetrate through the sub-plate (18) and the built-in shear extrusion energy dissipation ring (10) to connect the two, and the fixing pieces (15) are arranged inside the built-in shear extrusion energy dissipation ring (10) and outside the sub-plate (18) to fix the two.
2. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the end sealing plates (3) and the panel (1) as well as the end sealing plates (3) and the side supporting plates (2) are fixedly connected in a nail connection mode.
3. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the bearing energy consumption support plate (5), the built-in shearing and extruding energy consumption ring (10) and the sub-plate (18) are made of low yield point energy consumption steel plates.
4. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the four top points of the built-in shear limiting restraining frame (19) are respectively connected with the bearing energy consumption supporting plate (5) by welding.
5. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the inhaul cable (13) is made of elastic materials.
6. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the bearing energy consumption supporting plate (5), the connecting screw (9), the built-in shearing and extruding energy consumption ring (10), the connecting plate (11), the inhaul cable (13) and the built-in shearing limiting restraining frame (19) are all subjected to anti-corrosion treatment.
7. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the internal shear extrusion energy dissipation ring (10) and the internal surface of the internal shear limiting restraint frame (19) are arranged in a tangent mode.
8. The fabricated reinforced plate with the functions of bearing energy consumption and resisting shear shock according to claim 1, wherein: the fixing piece (15) is tightly sleeved on the inhaul cable (13) for fixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920771160.4U CN210216904U (en) | 2019-05-27 | 2019-05-27 | Have assembled reinforcing plate of bearing power consumption and shearing antidetonation effect concurrently |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920771160.4U CN210216904U (en) | 2019-05-27 | 2019-05-27 | Have assembled reinforcing plate of bearing power consumption and shearing antidetonation effect concurrently |
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| Publication Number | Publication Date |
|---|---|
| CN210216904U true CN210216904U (en) | 2020-03-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920771160.4U Expired - Fee Related CN210216904U (en) | 2019-05-27 | 2019-05-27 | Have assembled reinforcing plate of bearing power consumption and shearing antidetonation effect concurrently |
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| Country | Link |
|---|---|
| CN (1) | CN210216904U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056123A (en) * | 2019-05-27 | 2019-07-26 | 嘉兴职业技术学院 | A kind of assembled stiffening plate having both carrying energy consumption and shearing antihunt action |
-
2019
- 2019-05-27 CN CN201920771160.4U patent/CN210216904U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056123A (en) * | 2019-05-27 | 2019-07-26 | 嘉兴职业技术学院 | A kind of assembled stiffening plate having both carrying energy consumption and shearing antihunt action |
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Granted publication date: 20200331 |