CN212656412U - Noise-reducing and vibration-damping structure for building - Google Patents
Noise-reducing and vibration-damping structure for building Download PDFInfo
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- CN212656412U CN212656412U CN202020054907.7U CN202020054907U CN212656412U CN 212656412 U CN212656412 U CN 212656412U CN 202020054907 U CN202020054907 U CN 202020054907U CN 212656412 U CN212656412 U CN 212656412U
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- 239000011241 protective layer Substances 0.000 claims description 5
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F15/00—Flooring
- E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
- E04F15/20—Separately-laid insulating layers; Other additional insulating measures; Floating floors for sound insulation
- E04F15/203—Separately-laid layers for sound insulation
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Physics & Mathematics (AREA)
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- Building Environments (AREA)
Abstract
The invention discloses a noise-reducing and vibration-reducing structure for a building, which comprises a bearing member, a floor slab, a vibration-proof and noise-reducing gasket and a vibration-proof and noise-reducing layer, wherein the bearing member is a hollow structure; the vibration-proof and noise-reduction gasket is placed on the upper surface of the bearing component; the floor slab is erected on the upper surface of the anti-vibration noise-reduction gasket; the vibration-proof noise reduction layer is arranged on the upper surface of the floor slab. The building noise-reducing and vibration-damping structure disclosed by the invention can cut off or reduce vibration and noise generated by knocking or friction above, realizes noise-reducing and vibration-damping effects and effectively improves the noise-reducing and vibration-damping effects of buildings.
Description
Technical Field
The invention relates to a noise-proof project of a building, in particular to a noise-proof task which is jointly completed by vibration isolation and sound insulation facilities among a floor plate, a bearing beam, an upright post and a wall surface.
Technical Field
In the building process, the sound insulation effect is usually required to be considered, particularly, the floor structure is required to be considered, once a neighbor, particularly an upstairs resident, has a large knocking and friction action, vibration or noise generated by the upstairs room is easily transmitted to the downstairs through the wall plate, the rest of the downstairs resident is influenced, serious interference is brought to the life of the neighbor, particularly, the influence on the life of the neighbor is more obvious at night, and the contradiction between neighbors is even caused in some cases.
When carrying out sound insulation treatment to the floor among the prior art, directly lay the acoustic celotex board on the floor top layer usually, but this kind of floor sound insulation's syllable-dividing effect is unsatisfactory, also not good to the treatment effect of vibrations, can not eliminate most noise or vibrations of upstairs production effectively, still can produce great influence to downstairs resident family rest.
Therefore, the design of a noise and vibration reduction structure for a building effectively improves the noise and vibration reduction effect of the building, and is a problem to be solved urgently by technical personnel in the field.
Disclosure of Invention
In order to solve the problem that the existing building cannot prevent noise interference, the invention provides a building noise reduction and vibration reduction structure which can reduce noise transmission between an upper adjacent building and a lower adjacent building.
The invention is completed in the following way: a noise-reducing and vibration-reducing structure for buildings comprises a bearing component, a floor slab and a vibration-reducing and noise-reducing structure or device; the vibration and noise reduction structure or device is a vibration and noise reduction gasket, or a vibration and noise reduction layer, or a combination of the vibration and noise reduction gasket and the vibration and noise reduction layer; the vibration and noise reduction structure or device is arranged between the floor slab and the support structure of the bearing component, is also arranged between the joints where the floor slab and the wall are overlapped or the interfaces of the tight contact parts which are connected with each other, and can also be arranged on the floor slab; the building vibration reduction and noise reduction structure is provided with a waterproof measure for assisting in completing a waterproof task, and the waterproof measure is a surface energy waterproof measure.
The noise-reducing and vibration-reducing structure for the building is characterized in that a sound-insulating layer hermetically connected with a bearing beam or a wall is arranged below a floor slab.
The noise-reducing and vibration-reducing structure for the building is characterized in that a bearing support beam is arranged below a floor slab.
The building noise reduction and vibration reduction structure is characterized in that the vibration reduction and noise reduction structure or device is arranged between the surfaces of the overlapped or connected parts of the floor slab and the bearing component or the wall, which are in mutual contact.
The building noise reduction and vibration reduction structure is characterized in that the vibration reduction and noise reduction layer is arranged on the floor slab, or on the sound insulation layer, or between the floor slab and the sound insulation layer, or on the floor slab and between the floor slab and the sound insulation layer; or directly processing the floor slab or the sound insulation layer by using sound insulation and vibration reduction materials.
The building noise reduction and vibration reduction structure is characterized in that a protective layer is further covered on the upper surface of a vibration reduction and noise reduction layer.
The building noise reduction and vibration reduction structure is characterized in that the vibration reduction and noise reduction layer is also arranged on the side surface of the floor slab.
The noise-reducing and vibration-reducing structure for the building is characterized in that vibration-reducing and noise-reducing gaskets are placed on the support beams of the bearing members, and the floor slabs are arranged between the adjacent bearing members.
The noise-reducing and vibration-reducing structure for the building is characterized in that vibration-reducing and noise-reducing gaskets are placed on the support beams of the bearing members, and the floor slabs are arranged between the adjacent bearing members.
The noise-reducing and vibration-reducing structure for the building is characterized in that a sound-insulating layer and a supporting beam are processed into a whole to be used as a combined sound-insulating plate, or a floor slab and the supporting beam are processed into a whole to be used as a combined floor slab, or single T-shaped or double T-shaped or multi-T-shaped plates are spliced together and then are connected in a sealing mode to replace the whole sound-insulating layer or floor slab.
The building noise-reducing and vibration-reducing structure is characterized in that the length of a floor slab is set to be equal to the distance between the bearing beams or the bearing walls, and the floor slab with the width smaller than the distance between the bearing beams or the walls is spliced between the bearing beams or the walls and then is connected in a sealing mode.
The building noise reduction and vibration reduction structure is characterized in that a floor slab with the length and width smaller than the distance between bearing beams or walls is arranged on a bearing supporting beam.
The noise-reducing and vibration-reducing structure for the building is characterized in that a non-infiltration layer is further arranged between the floor slab frame and the vibration-reducing and noise-reducing gasket, and a drainage piece is arranged on the outer side of the non-infiltration layer.
The building noise reduction and vibration reduction structure is characterized in that the vertical height from the end parts of the two sides of the drainage ditch to the horizontal plane is higher than the vertical height from the top of the drainage pipe to the horizontal plane.
The building noise reduction and vibration reduction structure is characterized in that the floor is only provided with one drainage ditch on a set of opposite side faces, the surface of the floor is also provided with a drainage surface comprising a hydrophilic part and a hydrophobic non-infiltration part, the non-infiltration part is arranged at the outer end of the hydrophilic part, and the two ends of the hydrophilic part are respectively communicated with the drainage ditch.
The building noise reduction and vibration reduction structure is characterized in that a step is arranged at the joint of a floor slab and a wall surface, and a height difference is formed between the top of the step and the upper surface of the floor slab.
The building noise reduction and vibration reduction structure is characterized in that the floor slab and the vibration reduction and noise reduction layer are processed into an integral combined vibration reduction and noise reduction floor slab, or the floor slab, the vibration reduction and noise reduction layer and the protective layer are processed into an integral combined vibration reduction and noise reduction floor slab.
The building noise reduction and vibration reduction structure is characterized in that the sound insulation and noise reduction layer is made of sound absorption materials or sound absorption structures, or is a multi-bubble air inflation cushion layer with better mechanical property, or is filled with loose materials or materials, or is a sound absorption and noise reduction vibration isolation layer arranged on the surface of the supporting beam.
The noise-reducing and vibration-damping structure for building is characterized by that on the sound-insulating layer, floor slab and supporting beam the sealed water block or fluid, solidified or semi-solidified colloid or fluid can be set to absorb sound and reduce vibration.
The invention has the beneficial effects that: the direct contact between the bearing component and the floor is isolated through the vibration and noise reduction gasket, and the vibration or noise energy transmitted to the bearing component through the floor is isolated or reduced; and a vibration and noise reduction layer with proper thickness and vibration and noise reduction and sound absorption functions is covered on the floor slab, and the vibration and noise generated by knocking or friction above the floor slab are separated or reduced by the vibration and noise reduction layer, so that the noise and vibration reduction effects are realized, and the noise and vibration reduction effects of the building can be effectively improved.
Drawings
The invention will be described in further detail with reference to the accompanying drawings
FIG. 1 is a schematic structural view of embodiment 1 of the present invention
FIG. 2 is a schematic structural view of embodiment 1 of the present invention
FIG. 3 is a schematic structural view of embodiment 1 of the present invention
FIG. 4 is a schematic structural view of embodiment 2 of the present invention
FIG. 5 is a schematic view of a floor structure according to embodiment 2 of the present invention
FIG. 6 is a schematic view of a load-bearing corbel structure according to embodiment 1 of the present invention
FIG. 7 is a schematic structural view of embodiment 1 of the present invention
FIG. 8 is a schematic view of a floor structure according to embodiment 1 of the present invention
FIG. 9 is a schematic view of a floor structure according to embodiment 1 of the present invention
FIG. 10 is a schematic cross-sectional view showing the structure of example 3 of the present invention
FIG. 11 is a schematic cross-sectional view showing the structure of example 3 of the present invention
Fig. 12 is a schematic structural view of embodiment 3 of the present invention.
Detailed Description
Example 1: with reference to fig. 1, a layer of vibration-damping and noise-reducing gasket [4] with compression resistance and vibration resistance is firstly placed or installed on a bearing wall or a bearing beam [5], then a floor slab [3] is placed or installed on the vibration-damping and noise-reducing gasket [4], the direct contact between the bearing beam [5] and the floor slab [3] is separated by the vibration-damping and noise-reducing gasket [4], and vibration or noise energy is separated or reduced and transmitted to the bearing wall or the bearing beam [5] through the floor slab; the floor slab [3] is covered with a vibration and noise reduction layer [2] with proper thickness and vibration and noise reduction and sound absorption functions, and the vibration and noise generated by knocking or friction above the vibration and noise reduction layer [2] are separated or reduced and transmitted to the floor slab [3] according to specific conditions, so that the vibration and noise reduction functions of the floor slab are realized.
With reference to fig. 2, in this embodiment, a vibration-damping and noise-reducing gasket [4] or a vibration-damping and noise-reducing layer [2] may be further added between the side surfaces of the entire floor slab [3] and the protective layer [1] and the other floor slab [3] or the wall to block or reduce the transmission of vibration and noise generated by the knocking or friction between the floor slab [3] and the protective layer [1] to the wall, so as to improve the vibration-damping and noise-reducing effects.
With reference to fig. 3 and 6, in this embodiment, the floor slab [3] may also be processed into a specification with a suitable size, and a plurality of floor slabs [3] are installed on the bearing beam with the support beam [8] in the middle or the vibration and noise reduction gasket [4] of the bearing wall [5] shown in fig. 6, or a plurality of floor slabs [3] having a full distance from the bearing beam or the bearing wall [5] may be installed on the bearing beam or the bearing wall [5] or the support beam [8] having a bearing task and provided with the vibration and noise reduction gasket [4], so as to reduce the weight of a single floor slab, thereby reducing the construction difficulty.
Referring to fig. 8, in this embodiment, in order not to affect the waterproof effect of the building, drainage ditches [17] are preferably formed at both sides of the floor [3] having good self-waterproof performance or drainage ditches [17] communicating with each other at the periphery, the upper surface of the outer side wall of the drainage ditch [17] is formed into a surface [13] having no surface infiltration phenomenon or non-infiltration property to prevent water from infiltrating outwards, and the upper surface or more surfaces of the inner side wall of the drainage ditch [17] are preferably formed into a surface [13] having no surface infiltration phenomenon or non-infiltration property; processing a drainage hole (16) with good seepage-proofing performance below the drainage ditch (17) or installing a drainage pipe (16) in the drainage hole (16), communicating the drainage pipes (16) when the periphery is provided with the drainage pipe (16), processing more than two water falling holes or water falling pipes (14) between the drainage ditch (17) and the drainage pipe (16) to at least communicate the two ends of the drainage ditch (17) and the drainage pipe (16), wherein the water falling pipes (14) are hermetically connected with the bottom of the drainage ditch (17) and the drainage pipe (16), processing a proper number of water falling pipes (14) at the middle part to communicate the drainage ditch (17) and the drainage pipe (16) when the length of the drainage ditch (17) and the drainage pipe (16) is larger, increasing the drainage speed of the drainage ditch (17), preventing the water from overflowing the drainage ditch (17) when the water flow is larger, and automatically generating a certain height after the water flow in the drainage ditch (17) enters the drainage pipe (16), the leakage water flow can be discharged automatically; processing the surfaces of the two ends of the drainage ditch [17] into non-wetting surfaces [15], or directly plugging the two ends of the drainage ditch [17] by using sealing materials and processing the surface of the sealing materials into the non-wetting surfaces or directly sealing the surfaces by using the non-wetting sealing materials to prevent water flow in the drainage ditch [17] from flowing out from the two ends; in order to improve the drainage effect of the drainage ditch [17], a slope with a high outer part and a low inner part is processed between the bottoms of the two ends of the drainage ditch [17] and the downpipes [14] of the two ends, so that water flow at the two ends can be smoothly drained into the downpipes [14 ]; the drain pipe (16) is connected with a drainage system. And a waterproof plate or a waterproof coiled material with a non-wetting surface on the lower surface is arranged above the adjacent drainage ditch [17] or the drainage ditch [17] on the wall side and is tightly attached to the upper surface of the inner side of the drainage ditch [17] to prevent water leakage, so that a drop type surface energy waterproof system is formed.
The drain pipe (16) and the downpipe (14) can be replaced by pipes capable of being connected in a sealing manner so as to improve the seepage-proofing and sealing performance, the interfaces of the pipes can be connected through screws, glue, hot melt, sealing rings or tightly contacted non-wetting surfaces, and the pipes can be pre-buried when a prefabricated member of the floor slab (3) is processed or installed after the prefabricated member is processed.
When the drainage ditch [17] is formed on only two sides of the floor slab [3], the two end surfaces between the drainage ditches [17] on the two sides of the floor slab [3] are transversely processed into at least one group of combined drainage surfaces with the hydrophilic surface [12] and the non-wetting surface [13] being spaced from each other, the non-wetting surface [13] in the combined drainage surfaces prevents water from flowing to the two ends of the floor slab [3], and the hydrophilic surface [12] guides water which passes through the non-wetting surface [13] to the drainage ditches [17] on the two sides, thereby preventing the water from flowing out from the two end surfaces between the drainage ditches [17] on the two sides of the floor slab [3 ]. In the scheme, the two end surfaces between the drainage ditches [17] at the two sides of the floor slab [3] can be processed into non-wetting surfaces, then the non-wetting surfaces at the two ends are transversely provided with combined waterproof drainage parts with hydrophilic substances and non-wetting substances at intervals, and water flows at the two ends of the floor slab [3] are drained to the drainage ditches [17 ].
With reference to fig. 9, in order to improve the bonding strength between the vertical wall surface and the floor slab [3], the joint between the floor slab [3] and the wall surface is processed into a lower step [19], so that the vertical wall surface is embedded in the step [19] of the two floor slabs [3], and the vertical wall surface is prevented from moving.
In the embodiment, the steps [19] with lower periphery can also be processed into the steps [19] with higher periphery.
Similarly, the floor slab [3] with the periphery processed with the lower steps [19] can also be used in all use environments and conditions, and is convenient for the installation and fixation of waterproof coiled materials, guide plates, prefabricated members and guide plates.
In order to reduce the weight of the waterproof board, a cavity [18] can be processed at a proper position of the waterproof board.
With reference to fig. 7, in this embodiment, a non-wetting sheet or a non-wetting coil [10] with a suitable width and a non-wetting surface may also be installed between the floor slab [3] and the vibration/noise reduction pad [4], and a surface of the periphery of the rear surface of the floor slab [3] that is consistent with or wider than the contact surface of the non-wetting sheet or the non-wetting coil [10] is processed into the non-wetting surface, or more surfaces of the floor slab [3] are processed into the non-wetting surface; the side edge of the floor slab [3] is tightly attached or pressed on the non-infiltration plate or the non-infiltration coiled material [10] to ensure that the two non-infiltration surfaces are tightly attached to prevent water leakage, a single hydrophilic or hydrophilic and non-infiltration combined drainage piece [11] is arranged or installed on the outer side of the non-infiltration plate or the non-infiltration coiled material [10], namely the surface of the water outlet side and extends into a drainage system, and a small amount of leaked water between the non-infiltration surfaces of the floor slab [3] and the non-infiltration plate or the non-infiltration coiled material [10] is drained to the drainage system by the drainage piece [11] to form a blocking and guiding type surface energy waterproof system to complete a waterproof task.
Example 2: with reference to fig. 4, on the basis of embodiment 1, the floor slab [3] and the vibration and noise reduction layer [2], or the floor slab [3], the vibration and noise reduction layer [2] and the protection layer [1] are processed into an integral combined vibration and noise reduction floor slab, which facilitates construction and improves working efficiency.
With reference to fig. 5, in this embodiment, a waterproof layer may be further added on the outer surface or the upper surface of the combined vibration-damping noise-reduction floor slab, or the combined vibration-damping noise-reduction floor slab is processed by using a material with waterproof performance, so that the combined vibration-damping noise-reduction floor slab has a waterproof function, and is convenient for construction and installation of waterproof engineering.
In the embodiment, when the upper surface of the combined vibration-damping noise-reducing floor slab has waterproof performance, the drainage ditches [17] can be processed at two sides or the periphery of the combined vibration-damping noise-reducing floor slab, so that the fall of the downpipe is larger, and the drainage effect is better.
In the embodiment, the floor slab [3] can be directly processed by the vibration-damping and noise-reducing material with better mechanical and structural properties so as to reduce the production cost and improve the working efficiency.
Example 3: with reference to fig. 10, on the basis of the above embodiment, more than one sound insulation layer [20] hermetically connected with the bearing beam or the bearing wall [5] is arranged below the floor [3] at a proper distance, so that the floor [3] and the lower layer space form an effective sound insulation space, the transmission of noise is reduced or blocked, and the sound insulation effect is improved. At the moment, the vibration and noise reduction layer [2] with the vibration and noise reduction and sound absorption functions and corresponding auxiliary arrangement on the floor slab [3] in the embodiment can be omitted according to specific conditions, so that the vibration and noise reduction engineering structure is simpler, and the construction is more convenient. And a vibration and noise reduction gasket [4] can be arranged between the sound insulation layer [20] and the bearing beam or the bearing wall [5] to further reduce or block the transmission of noise.
With reference to fig. 11, in this embodiment, the sound insulation layer [20] and the support beam [8] can be processed into a whole to be used as a combined sound insulation board, so that on one hand, the mechanical structure performance of the sound insulation layer [20] is improved, or the thickness of the sound insulation layer [20] is reduced, and on the other hand, the sound insulation layer can provide proper supporting force for the floor slab [3], and the requirement on the mechanical structure of the floor slab [3] is reduced. When the integral structure of the sound insulation layer [20] and the supporting beam [8], namely the combined sound insulation board, has bearing capacity, the floor slab [3] can be split into a plurality of (more than two) split floor slabs with proper sizes and then is installed on the supporting beam [8] provided with the vibration and noise reduction gasket [4], or a plurality of floor slabs [3] which have the same distance with the bearing beam or the bearing wall [5] are installed on the supporting beam [8] or the bearing beam or the bearing wall [5] which has bearing task and is provided with the vibration and noise reduction gasket [4], so that the weight of a single floor slab is reduced, and the construction difficulty is reduced. Of course, the sound insulation layer [20] and the supporting beam [8] can be processed into a split structure, and the sound insulation layer [20] and the supporting beam [8] can be fixed by a proper connecting method (a vibration and noise reduction gasket [4] is added between the sound insulation layer [20] and the supporting beam [8 ]) during construction. Or the support beam [8] and the floor slab [3] are processed into an integral composite floor slab to reduce the requirement on the mechanical structure of the floor slab [3], and then the sound insulation layer [20] and the support beam [8] are fixed by a proper connecting method (at the moment, a vibration-damping noise-reducing gasket [4] is added between the sound insulation layer [20] and the support beam [8 ]).
Furthermore, in the embodiment, a plurality of sound insulation layers [20] and the support beam [8] can be processed into an integral combined sound insulation layer which is spliced together and then hermetically connected to replace the integral sound insulation layer [20], or a plurality of single T-shaped, double T-shaped or multi-T-shaped plates (namely more than three ribs) which are reversely arranged (namely a flat plate is arranged below and the ribs are arranged above) are spliced together and then hermetically connected to replace the integral sound insulation layer [20], and then a floor slab [3] and a sound insulation facility are arranged above, so that the construction difficulty is reduced; or a plurality of floor slabs [3] and the support beam [8] are processed into an integral composite floor slab and then are spliced together by a proper method to replace the integral floor slab [3], or a plurality of single T-shaped, double T-shaped or multi-T-shaped plates (namely more than three convex edges) are spliced together by a proper method to replace the integral floor slab [3], and then a sound insulation layer [20] and a sound insulation facility are arranged below the floor slab to reduce the construction difficulty.
Referring to fig. 12, in this embodiment, in order to improve the vibration and noise reduction effect, a sound insulation and noise reduction layer [21] made of a material or structure having vibration and noise reduction and sound absorption functions may be disposed on the back surface of the floor slab [3], so as to reduce or block the downward propagation of vibration or noise of the floor slab [3 ]. In this case, the sound insulation and noise reduction layer [21] can be an existing sound absorption material, and can also be a multi-bubble inflation cushion layer with better mechanical property. In this case, loose materials such as fine sand, soil, porous materials or sound insulating materials can be directly filled in the sound insulating layer (20) to serve as a sound absorbing layer, so that the downward transmission of vibration or noise above the sound insulating layer (20) to the sound insulating layer (20) can be reduced or blocked. And a sound absorption layer can be arranged on the surface of the supporting beam [8] to improve the vibration and noise reduction effect.
In this embodiment, a sealed water block or fluid, or a solidified or semi-solidified gel or fluid may be provided on the sound insulating layer, the floor, the corbel, or the like to absorb and damp sound.
In the present embodiment, the waterproofing technique and solution are not limited to the drop-type surface energy waterproofing system and the blocking-guiding type surface energy waterproofing system, and any other suitable surface energy waterproofing technique or suitable waterproofing technique or solution may be applied.
The non-wetting (flooding) surface in this embodiment includes a hydrophobic surface, a hydrophilic surface free from surface wetting, and a neutral surface free from surface wetting, but preferably a hydrophobic surface; the non-wetting (wicking) material, article or strip includes hydrophobic materials, hydrophilic materials without surface wetting, and neutral materials without surface wetting, but hydrophobic materials are preferred.
The hydrophilic drainage surface in the embodiment is preferably a hydrophilic surface with surface wetting, adsorption and siphoning effects; the hydrophilic substance or hydrophilic drainage strip or piece is preferably a hydrophilic substance with surface infiltration, adsorption and siphonage effects.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (10)
1. A noise-reducing and vibration-reducing structure for buildings is characterized by comprising a bearing component, a floor slab and a vibration-reducing and noise-reducing structure or device;
the vibration and noise reduction structure or device comprises a vibration and noise reduction gasket and a vibration and noise reduction layer;
the vibration and noise reduction structure or device is arranged between the floor slab and the support structure of the bearing component;
the vibration and noise reduction structure or device is arranged between the joints where the floor and the wall are overlapped or the interfaces of the close contact parts which are connected with each other.
2. A noise-reducing and vibration-reducing structure for buildings according to claim 1, wherein a sound-insulating layer is provided under the floor to be hermetically connected to the bearing beam or the wall.
3. A noise and vibration reducing structure for buildings according to claim 1 wherein the load-bearing corbel is disposed below the floor.
4. A building noise and vibration reduction structure according to claim 1, wherein the vibration and noise reduction layer is provided on any member from the floor slab to the sound insulation layer; or directly processing the floor slab or the sound insulation layer by using sound insulation and vibration reduction materials.
5. A noise-reducing and vibration-reducing structure for buildings according to claim 1 or 3, wherein the floor slabs with width smaller than the distance between the bearing beams or the walls are connected between the bearing beams or the walls in a sealing manner.
6. A building noise reduction and vibration reduction structure according to claim 1 or 3, wherein the floor slab having a length and width smaller than the distance between the load-bearing beams or the walls is installed on the load-bearing corbel.
7. A noise-reducing and vibration-reducing structure for buildings according to claim 1 or 3, wherein the sound-insulating layer and the corbel are processed into a whole to be used as a combined sound-insulating board, or the floor slab and the corbel are processed into a whole to be used as a combined floor slab, or single T-shaped or double T-shaped or multi-T-shaped boards are spliced together and then are connected in a sealing way to replace the whole sound-insulating layer or floor slab.
8. A noise-reducing and vibration-reducing structure for buildings according to claim 1, wherein the floor slab is provided with steps at the joints with the wall surface, and a height difference is formed between the tops of the steps and the upper surface of the floor slab.
9. A building noise and vibration reduction structure according to claim 1, wherein the floor slab and the vibration and noise reduction layer are formed into an integral combined vibration and noise reduction floor slab,
or the floor slab, the vibration and noise reduction layer and the protective layer are processed into an integral combined vibration and noise reduction floor slab.
10. A noise and vibration reducing structure for buildings according to claim 2 wherein the noise and noise reducing layer is made of sound absorbing material or sound absorbing structure, or is a multi-bubble air-filled cushion layer with mechanical properties, or is a loose material or material filled in the air-filled cushion layer, or is a sound and noise reducing and vibration isolating layer arranged on the surface of the corbel.
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CN201911232977 | 2019-12-05 | ||
CN2019112329775 | 2019-12-05 |
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CN202020054907.7U Expired - Fee Related CN212656412U (en) | 2019-12-05 | 2020-01-13 | Noise-reducing and vibration-damping structure for building |
CN202211364956.0A Pending CN115749082A (en) | 2019-12-05 | 2020-09-28 | Assembled noise control device or technology |
CN202011044153.8A Pending CN112096000A (en) | 2019-12-05 | 2020-09-28 | Noise-reducing and vibration-damping structure for building |
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CN202211364956.0A Pending CN115749082A (en) | 2019-12-05 | 2020-09-28 | Assembled noise control device or technology |
CN202011044153.8A Pending CN112096000A (en) | 2019-12-05 | 2020-09-28 | Noise-reducing and vibration-damping structure for building |
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Publication number | Priority date | Publication date | Assignee | Title |
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CN103114705A (en) * | 2011-11-16 | 2013-05-22 | 龙信建设集团有限公司 | Rubber particle sound-insulation and vibration-damping cast-in-place floor construction method |
CN204728544U (en) * | 2015-06-30 | 2015-10-28 | 重庆工商职业学院 | A kind of quiet floor slab structure |
JP6226048B1 (en) * | 2016-08-31 | 2017-11-08 | 積水ハウス株式会社 | Sound insulation floor |
CN206233432U (en) * | 2016-11-25 | 2017-06-09 | 中国建筑第八工程局有限公司 | Assembled sound insulating floor slab |
CN207003804U (en) * | 2017-06-06 | 2018-02-13 | 清华大学建筑设计研究院有限公司 | The prefabricated board assembly unit of quick-assembling |
CN109577570B (en) * | 2018-05-29 | 2021-11-30 | 怀化沃普环保科技有限公司 | Split drainage waterproof system |
CN110241957A (en) * | 2019-05-31 | 2019-09-17 | 镇江市建设工程质量检测中心有限公司 | A kind of acoustical insulation floor and a kind of manufacturing method of acoustical insulation floor |
CN110219458A (en) * | 2019-06-19 | 2019-09-10 | 汕头市建筑工程总公司 | A kind of waterproof integrated equipment room floor construction method of sound insulation and noise reducing |
-
2020
- 2020-01-13 CN CN202020054907.7U patent/CN212656412U/en not_active Expired - Fee Related
- 2020-09-28 CN CN202211364956.0A patent/CN115749082A/en active Pending
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CN112096000A (en) | 2020-12-18 |
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