JP5711453B2 - Support leg and dry sound insulation double floor structure using the same - Google Patents

Support leg and dry sound insulation double floor structure using the same Download PDF

Info

Publication number
JP5711453B2
JP5711453B2 JP2009228881A JP2009228881A JP5711453B2 JP 5711453 B2 JP5711453 B2 JP 5711453B2 JP 2009228881 A JP2009228881 A JP 2009228881A JP 2009228881 A JP2009228881 A JP 2009228881A JP 5711453 B2 JP5711453 B2 JP 5711453B2
Authority
JP
Japan
Prior art keywords
floor
base
support
cushion member
sound insulation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2009228881A
Other languages
Japanese (ja)
Other versions
JP2011074694A (en
Inventor
龍吾 松浦
龍吾 松浦
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Daikin Industries Ltd
Original Assignee
Daikin Industries Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Daikin Industries Ltd filed Critical Daikin Industries Ltd
Priority to JP2009228881A priority Critical patent/JP5711453B2/en
Publication of JP2011074694A publication Critical patent/JP2011074694A/en
Application granted granted Critical
Publication of JP5711453B2 publication Critical patent/JP5711453B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Floor Finish (AREA)

Description

本発明は、集合住宅等に使用される乾式二重床において、支持脚のクッション部材の形状を工夫することで、遮音効果に優れると共に歩行感を損なわない乾式遮音二重床構造に関するものである。   TECHNICAL FIELD The present invention relates to a dry sound insulation double floor structure that is excellent in sound insulation effect and does not impair the feeling of walking by devising the shape of a cushion member of a support leg in a dry double floor used in an apartment house or the like. .

従来よりコンクリート等からなる床スラブ面の上に支持脚を介して合板やパーティクルボード等からなる床パネルを支持して二重床面を作り、その上に合板等の床下地材を捨て張りして木質フローリング等の化粧仕上げ材を張り上げた二重床構造が用いられている。   Conventionally, a floor floor made of plywood or particle board is supported on a floor slab surface made of concrete or the like via a support leg to form a double floor surface, and floor base material such as plywood is discarded on top of that. A double-floor structure is used, with decorative finishing materials such as wooden flooring.

この種の二重床構造は床スラブ面の不陸を支持脚で吸収できるため床スラブ面の平滑化の手間が不要で、床下空間における配線や配管工事が容易であるという利点を有する。   This type of double floor structure can absorb unevenness of the floor slab surface with the support legs, so that there is no need for smoothing the floor slab surface and wiring and piping work in the underfloor space is easy.

例えば、特開平11−293897号公報によれば、図8に示すように床スラブ面60に床支持具50を介して基材55、床材56を支持しており、床支持具50はクッション部材51,支柱53,支持部54からなり、クッション部材51は床スラブ面60との接触面には接地部52が図9に示すような形態で4箇所設けられている。   For example, according to Japanese Patent Application Laid-Open No. 11-293897, a base material 55 and a floor material 56 are supported on a floor slab surface 60 via a floor support 50 as shown in FIG. The cushion member 51 is provided with four grounding portions 52 on the contact surface with the floor slab surface 60 in the form shown in FIG.

このように接地部52を設けることで、床スラブ面60との接地面積が少なくなるため床に伝達される衝撃音、特に軽量床衝撃音に対する遮音性を向上させることができる。   By providing the grounding portion 52 in this manner, since the ground contact area with the floor slab surface 60 is reduced, it is possible to improve the sound insulation against the impact sound transmitted to the floor, particularly the lightweight floor impact sound.

特開平11−293897号公報JP-A-11-293897

一方で、床衝撃音を遮音するためにクッション部材51に使用する弾性体のゴム硬度を下げることが有効であるが、変形し易くなるため図9に示すように四周に設けた接地部52同士の間に空間が形成されると、重量床衝撃に対してはクッション部材51の底面が支柱53に押されて変形し床スラブ面60に接触することにより重量床衝撃音に対する遮音性能を悪化させていた。また、歩行時にふわふわして歩行感を損なうという問題があった。   On the other hand, it is effective to lower the rubber hardness of the elastic body used for the cushion member 51 in order to insulate the floor impact sound. However, since it is easy to deform, the grounding portions 52 provided around the four sides as shown in FIG. If a space is formed between the two, the bottom surface of the cushion member 51 is pushed by the support column 53 to be deformed and contact the floor slab surface 60 against the heavy floor impact, thereby deteriorating the sound insulation performance against the heavy floor impact sound. It was. In addition, there is a problem that the feeling of walking is lost when the user walks.

本発明は、かかる問題点に鑑みなされたものであり、支持脚のクッション部材に使用する弾性体の形状を工夫することで、弾性体のゴム硬度を下げても重量床衝撃音に対する遮音性能を悪化させることなく、歩行感を損なうことのない乾式遮音二重床構造を提供することを目的とする。   The present invention has been made in view of such a problem, and by devising the shape of the elastic body used for the cushion member of the support leg, even if the rubber hardness of the elastic body is lowered, the sound insulation performance against the heavy floor impact sound is achieved. An object of the present invention is to provide a dry sound insulation double floor structure that does not deteriorate and does not impair the feeling of walking.

上記目的を解決するために、請求項1に係る支持脚の発明は、弾性体からなるクッション部材と、該クッション部材の上部中央に立設される支柱と、該支柱の上部に螺合される受け板とからなり、床スラブ面に立設される支持脚において、前記クッション部材は、上面の中央部に上記支柱を挿入するための支柱挿入部が形成されかつ下面が平面とされた基部を有し、その基部の中央部の下部に、基部下面に開口する空洞が形成され、該空洞と前記支柱挿入部との間に、前記支柱からの衝撃により前記床スラブ面側に移動するように剪断方向に変形可能な薄肉部が設けられていると共に、基部下面において前記空洞の開口を除く周囲に、基部周方向にドーナツ状に連続しかつ基部半径方向に沿った断面半円状の突部を設けたことを特徴とする。 In order to solve the above-described object, the invention of the support leg according to claim 1 is screwed into a cushion member made of an elastic body, a support column standing at the upper center of the cushion member, and an upper portion of the support column. Ri Do and a receiving plate, the support legs that will be erected on the floor slab surface, the cushion member includes a base that is post insertion portion is formed and a lower surface for inserting the post in the center of the top surface is a plane And a cavity opened at the bottom surface of the base is formed in the lower part of the central part of the base, and moves to the floor slab surface side by an impact from the support between the cavity and the support insertion part. in conjunction with thin wall portion deformable in the shearing direction is provided, around except the opening of the cavity at the base lower surface, the base portion circumferentially continuous in a donut shape and cross-section along the base radially semicircular It is characterized by providing a protrusion

請求項2に係る支持脚の発明は、請求項1に記載の支持脚において、前記空洞の平面方向の径が支柱挿入部の平面方向の径と略同等であることを特徴とする。   The invention of the support leg according to claim 2 is characterized in that, in the support leg according to claim 1, the diameter of the cavity in the plane direction is substantially equal to the diameter of the column insertion portion in the plane direction.

請求項3に係る乾式遮音二重床構造の発明は、床スラブ面に請求項1又は2に記載の支持脚が複数本立設され、該複数の支持脚の受け板に亘って高剛性の床パネルが敷設されてなることを特徴とする。   According to a third aspect of the invention, there is provided a dry sound insulation double floor structure in which a plurality of support legs according to claim 1 or 2 are erected on a floor slab surface, and a highly rigid floor is formed across the receiving plates of the plurality of support legs. A panel is laid.

請求項1に係る発明は、弾性体からなるクッション部材と該クッション部材の上部中央に立設される支柱と該支柱の上部に螺合される受け板とからなり、床スラブ面に立設される支持脚において、前記クッション部材は、上面の中央部に支柱挿入部が形成されかつ下面が平面とされた基部を有し、その基部の中央部の下部に、基部下面に開口する空洞が形成され、その空洞と支柱挿入部との間に、前記支柱からの衝撃により前記床スラブ面側に移動するように剪断方向に変形可能な薄肉部が設けられていると共に、基部下面において前記空洞の開口を除く周囲に、基部周方向にドーナツ状に連続しかつ基部半径方向に沿った断面半円状の突部を設けているので、支柱の振動が直接クッション部材を通して床スラブ面に伝達することが防止できると共に、支柱直下のクッション部材の基部に薄肉部が設けられ、この薄肉部が、衝撃が加わった時に剪断方向に変形して衝撃を吸収することができる。また、クッション部材と床スラブ面との接地面積が少なくなって床面から支持脚を通して伝達される衝撃が少なくなり、特に軽量床衝撃音に対する遮音特性が向上する。 Invention, Ri Do from the backing plate to be screwed to the top of the column and struts which are erected on the top center of the cushion member and the cushion member made of an elastic body, erected on the floor slab surface according to claim 1 the support legs that will be, the cushion member has a base strut insertion portion at the center portion is formed and the lower surface is the plane of the upper surface, the lower portion of the central portion of its base, a cavity which is open to the base lower surface A thin-walled portion that is formed and deformable in a shearing direction so as to move to the floor slab surface side by an impact from the column is provided between the cavity and the column insertion portion, and the cavity is formed on the lower surface of the base portion. transmitted to the surroundings except for the opening, since the base portion circumferentially continuous in a donut shape and cross-section along the base radial direction are provided semicircular projections, the floor slab surface through direct cushion member vibration posts To prevent Rutotomoni thin portion is provided at the base of the cushion member directly under the strut, the thin portion deforms in shear direction can absorb shock when the shock is applied. In addition, the contact area between the cushion member and the floor slab surface is reduced, so that the impact transmitted from the floor surface through the support leg is reduced, and the sound insulation characteristic against particularly light floor impact sound is improved.

請求項2に係る発明は、請求項1に記載の支持脚において、そのクッション部材の基部における平面方向の空洞の径が支柱挿入部の平面方向の径と略同等であるので、重量衝撃が加わった時に支柱が直下のクッション部材の薄肉部を圧縮しても薄肉部が変形して床スラブ面に接触することによる重量床衝撃音の発生を防止すると共に、歩行時にふわふわした不快な歩行感を防止できる。   In the invention according to claim 2, in the support leg according to claim 1, since the diameter of the cavity in the planar direction at the base part of the cushion member is substantially equal to the diameter in the planar direction of the column insertion part, a weight impact is applied. Even if the thin part of the cushion member directly below the support column is compressed, the thin part is deformed and comes into contact with the floor slab surface. Can be prevented.

請求項3に係る発明は、請求項1又は2に記載の支持脚を用いた乾式遮音二重床構造の発明であって、複数の支持脚の受け板に亘って高剛性の床パネルが敷設されているので、歩行時の床面のたわみを減少させ床面の沈み込みのない心地よい歩行感を提供できる。   The invention according to claim 3 is an invention of a dry sound insulation double floor structure using the support leg according to claim 1 or 2, wherein a high-rigidity floor panel is laid over the receiving plates of the plurality of support legs. Therefore, it is possible to provide a comfortable walking feeling without sinking of the floor surface by reducing the deflection of the floor surface during walking.

本発明の実施形態に係る支持脚の断面図。Sectional drawing of the support leg which concerns on embodiment of this invention. 本発明のクッション部材の実施例を示す背面図と端面図。The rear view and end elevation which show the Example of the cushion member of this invention. ッション部材の参考例を示す背面図と端面図。Rear and end views showing a reference example of cushions members. ッション部材の参考例を示す背面図と端面図。Rear and end views showing a reference example of cushions members. ッション部材の比較例を示す背面図と端面図。Rear and end views showing a comparative example of cushions members. 本発明の乾式遮音二重床構造の実施形態を示す断面図。Sectional drawing which shows embodiment of the dry-type sound insulation double floor structure of this invention. 本発明の乾式遮音二重床構造のその他の実施形態を示す断面図。Sectional view showing another embodiment of a dry sound insulation double floor structure of the present invention. 従来技術の乾式遮音二重床構造の部分断面図。The fragmentary sectional view of the dry-type sound insulation double floor structure of a prior art. 従来技術の支持脚の背面図。The rear view of the support leg of a prior art.

以下、本発明の実施形態について、図1から図7を用いて説明する。もちろん本発明は本実施形態の記載内容に限られるものではない。   Embodiments of the present invention will be described below with reference to FIGS. Of course, the present invention is not limited to the description of the present embodiment.

本発明の実施形態に係る支持脚10は、図1に示すように、天然ゴム、合成ゴム、合成樹脂等の弾性体からなるクッション部材11と、鋼・チタン合金・アルミ合金・ステンレスなどの合金や樹脂からなる支柱12と、合板、パーティクルボード等の木質材や樹脂板からなる受け板13とで構成される。支柱12の少なくとも上部(通常は支柱全体)にはネジ山が形成され、ネジ山には金属や樹脂からなるナット部材14を螺合させて、このナット部材14を受け板13に固定することで、受け板13を高さ調節可能に支持できる。 As shown in FIG. 1, a support leg 10 according to an embodiment of the present invention includes a cushion member 11 made of an elastic body such as natural rubber, synthetic rubber, and synthetic resin, and an alloy such as steel, titanium alloy, aluminum alloy, and stainless steel. It is comprised with the support | pillar 12 which consists of support | pillar 12 which consists of a resin, and wood materials, such as a plywood and a particle board, and a resin board. A screw thread is formed on at least the upper part of the support column 12 (usually the entire support column). A nut member 14 made of metal or resin is screwed into the screw thread, and the nut member 14 is fixed to the receiving plate 13. The support plate 13 can be supported so that its height can be adjusted.

クッション部材11の基部11aは下面を破線で表した円柱部分である。この基部11aの下部には空洞11cが形成されることで、支柱挿入部11eとの間には薄肉部11dが形成される。支柱挿入部11eの径は支柱12の径よりも同等から若干大きめに設定され、内部には抜け止め突部11fが設けられ支柱12がクッション部材11から外れないように立設される。基部11aの下面周囲には突部11bが設けられる。空洞11cと突部11bの配置関係を示す背面図と端面図の比較例を図5に、実施を図、参考例を図3及び図4にそれぞれ示す。 The base 11a of the cushion member 11 is a cylindrical portion whose lower surface is represented by a broken line. A hollow portion 11c is formed in the lower portion of the base portion 11a, so that a thin portion 11d is formed between the base portion 11a and the column insertion portion 11e. The diameter of the column insertion part 11e is set to be equal to or slightly larger than the diameter of the column 12, and a retaining projection 11f is provided in the interior so that the column 12 does not come off the cushion member 11. A protrusion 11b is provided around the lower surface of the base 11a. A comparative example of a rear view and an end view showing the positional relationship between the cavity 11c and the protrusion 11b is shown in FIG. 5, an example in FIG. 2 , and a reference example in FIGS .

図5では基部11aの下面に半球状の突部11bが中央部及び周囲に5箇所十字状に並んでおり、支持脚10は5箇所の突部11bの頂点で床スラブ面60と接地しているので、床面(二重床の床仕上面)から支持脚10を通して下方へ伝達される衝撃を弾性体内で吸収し、円柱状のクッション部材11の下面全体で接地するものよりは伝達量は少なくなるものの、支柱12の下方にある基部下面の中央部に配置する突部11bに支柱12からの振動が直接伝達されるため遮音効果は不十分である。   In FIG. 5, hemispherical protrusions 11 b are arranged in a cross shape at five places on the center and the periphery on the lower surface of the base 11 a, and the support leg 10 is in contact with the floor slab surface 60 at the top of the five protrusions 11 b. Therefore, the impact transmitted from the floor surface (the floor finish surface of the double floor) downward through the support leg 10 is absorbed in the elastic body, and the amount of transmission is less than that of grounding on the entire lower surface of the cylindrical cushion member 11. Although it is reduced, the sound insulation effect is insufficient because the vibration from the column 12 is directly transmitted to the protrusion 11b disposed at the center of the lower surface of the base below the column 12.

一方、図3に示すように参考例では、基部11aの下面周囲に半球状の突部11bが8箇所円周状に並んでおり、8箇所の頂点でスラブと接地しているので、床面(二重床の床仕上面)から支持脚10を通して下方へ伝達される衝撃を弾性体内で吸収し、床スラブ面60への伝達量が少なくなる。また、基部11aの中央下部に空洞11cが設けられることで形成される薄肉部11dは、衝撃が加わった時に剪断方向に変形し易いので容易に衝撃を吸収することができ、特にスプーンを床に落としたり、椅子を引いた時等の軽量床衝撃音に対する遮音特性が向上する。弾性体のゴム硬度は軟らかい方が好ましく、特に70度程度が適度なゴム硬度である。また、薄肉部11dの厚さは変形と強度のバランスから基部11aの10〜30%程度が好ましい。 On the other hand, as shown in FIG. 3, in the reference example , hemispherical protrusions 11b are arranged circumferentially around the lower surface of the base 11a, and are in contact with the slab at the eight apexes. The impact transmitted downward through the support leg 10 from the floor finish of the double floor is absorbed in the elastic body, and the amount of transmission to the floor slab surface 60 is reduced. Further, the thin part 11d formed by providing the cavity 11c at the center lower part of the base part 11a is easily deformed in the shearing direction when an impact is applied, so that the impact can be easily absorbed. Improves sound insulation characteristics against lightweight floor impact sound when dropping or pulling a chair. The rubber hardness of the elastic body is preferably soft, and about 70 degrees is an appropriate rubber hardness. Further, the thickness of the thin portion 11d is preferably about 10 to 30% of the base portion 11a from the balance between deformation and strength.

図4はその他の参考例によるもので、基本的に前記参考例と同様であるので差異点だけ説明する。空洞11cの径Dと支柱挿入部11dの径dとは図3ではD>dであったが、本参考例ではD≒d(略同等:径の2割程度の差は略同等と看倣す)である。これによれば、重量物を床に落としたり、子供が飛び跳ねたりした時等の重量衝撃が加わった時に、支柱12が直下の弾性体の薄肉部11d圧縮しても薄肉部11dの変形が抑制され床スラブ面60に接触するまで変形することがなくなり、重量床衝撃音(特に周波数が125Hz)の発生を防止できる。 FIG. 4 is based on another reference example , which is basically the same as the reference example , so only the differences will be described. The diameter D of the cavity 11c and the diameter d of the column insertion portion 11d are D> d in FIG. 3, but in this reference example , D≈d (substantially equivalent: a difference of about 20% of the diameter is considered to be substantially equivalent. It is. According to this, dropped or heavy floor, when the weight impacts such time the child was jumping applied, deformation of the thin portion 11d even strut 12 compresses the thin portion 11d of the elastic body just below the It is suppressed and is not deformed until it comes into contact with the floor slab surface 60, and the generation of heavy floor impact sound (especially the frequency is 125 Hz) can be prevented.

2は本発明の実施例によるもので、図4との差異点は、突部11bが図4のように分離せずドーナツ状に連続した形状を有する点である。これによって防音性能は大きく変わらないが、突部11bの接地面積が増加した分突部11b全体の変形が抑えられて変形量が少なくなり、支持される二重床面の沈み込みが抑えられるので歩行時にふわふわすることがなくなり歩行感が向上する。 FIG. 2 is based on the Example of this invention, and the difference with FIG. 4 is a point which has the shape which the protrusion 11b did not isolate | separate like FIG. 4, but continued in donut shape. As a result, the soundproof performance is not greatly changed, but the deformation of the entire protrusion 11b is suppressed by the increase in the ground contact area of the protrusion 11b, the amount of deformation is reduced, and the sinking of the supported double floor surface is suppressed. The feeling of walking is improved without fluffing when walking.

図6は前記説明した支持脚10を用いた乾式遮音二重床構造の一例を示した断面図である。床スラブ面60に複数本の支持脚10を立設させ、複数の受け板13に亘って高剛性の床パネル21を支持して二重床面を作り、その上に床下地材22を捨て張りしてさらにその上に床仕上げ材23を張り上げて乾式遮音二重床構造が完成する。壁61に沿った四周部分に木材からなる際根太17を設け、床パネルの継目部分を支持脚10で支持する。床パネル21は合板、パーティクルボード、火山性ガラス質複層板、木質セメント板等を用いることができ、大きさは450〜1000×450〜2000で厚さ15〜30mm程度が好ましい。   FIG. 6 is a cross-sectional view showing an example of a dry sound insulation double floor structure using the support legs 10 described above. A plurality of support legs 10 are erected on the floor slab surface 60 to support a high-rigidity floor panel 21 across a plurality of receiving plates 13 to form a double floor surface, and the floor base material 22 is discarded thereon. Further, the floor finishing material 23 is stretched up and the dry sound insulation double floor structure is completed. A joist 17 made of wood is provided on the four circumferential portions along the wall 61, and the joint portion of the floor panel is supported by the support legs 10. As the floor panel 21, a plywood, a particle board, a volcanic glassy multilayer board, a wood cement board, or the like can be used, and the size is preferably 450 to 1000 × 450 to 2000 and the thickness is preferably about 15 to 30 mm.

床パネル21の敷設が終われば床パネル21の隙間から支持脚10の支柱12の頭のネジ部分を回して受け板13を上下させ、床パネル21が水平になるように調整した後、床下地材22を隙間が重ならないように捨て張りする。床下地材22は床パネル21と同等のものを用いることができる。必要に応じて遮音マット等を上に敷設しても良い。最後に木質フローリング等の床仕上げ材23を張り上げる。   When the installation of the floor panel 21 is completed, the receiving plate 13 is moved up and down by turning the screw portion at the head of the support column 12 of the support leg 10 through the gap between the floor panels 21 and adjusted so that the floor panel 21 is horizontal. The material 22 is thrown away so that the gaps do not overlap. The floor base material 22 can be the same as the floor panel 21. If necessary, a sound insulating mat or the like may be laid on the top. Finally, floor finishing material 23 such as wooden flooring is lifted up.

床パネル21として、高剛性(曲げ強度の強い)の材料を用いれば、二重床面のたわみを防止することができ部分的な沈み込みが抑えられるので、防音性能と共に歩行時にふわふわする不快感がなくなり歩行感が向上する。本実施例では通常の曲げ強さが18N/mmのパーティクルボードから23N/mmに約3割強度を向上させることで、軽量床衝撃音レベルでΔLL−2からΔLL−3に向上している。 If the floor panel 21 is made of a material having high rigidity (high bending strength), the double floor surface can be prevented from being bent and partial sinking can be suppressed. Eliminates the feeling of walking. Ordinary bending strength in the present embodiment to improve the approximately 30% strength from particle board of 18N / mm 2 to 23N / mm 2, improved from ΔLL-2 in DerutaLL-3 in light floor impact sound level Yes.

図7は乾式遮音二重床構造のその他の一例を示した断面図である。際根太部分以外は基本的に図6に示す構造と同様であるので差異点を説明する。壁61に沿った四周部分に支持脚10と同様に弾性体からなるクッション部材を有する際根太とすることで、遮音性を高めることができる。また、必要に応じて床パネル21と床スラブ面60との間に吸音材(グラスウールマット、ロックウールマット等)を設けることでさらに遮音性に優れた乾式遮音二重床構造を得ることができる。   FIG. 7 is a cross-sectional view showing another example of the dry type sound insulation double floor structure. Since the parts other than the joist are basically the same as the structure shown in FIG. 6, differences will be described. The sound insulation can be enhanced by using joists when the cushion member made of an elastic body is provided in the four circumferential portions along the wall 61 in the same manner as the support legs 10. In addition, a dry sound insulation double floor structure having further excellent sound insulation can be obtained by providing a sound absorbing material (glass wool mat, rock wool mat, etc.) between the floor panel 21 and the floor slab surface 60 as necessary. .

集合住宅等に使用される乾式二重床において、支持脚のクッション部材の形状を工夫することで、遮音効果と歩行感の両方を同時に高めることができる乾式遮音二重床構造を提供できるので、極めて有用で産業上の利用可能性が高い。   In dry double floors used in apartment houses, etc., by devising the shape of the cushion member of the support leg, it is possible to provide a dry sound insulation double floor structure that can simultaneously enhance both the sound insulation effect and the feeling of walking, It is extremely useful and has high industrial applicability.

10 支持脚
11 クッション部材
11a 基部
11b 突部
11c 空洞
11d 薄肉部
11e 支柱挿入部
11f 抜け止め突部
12 支柱
13 受け板
21 床パネル
22 床下地材
23 床仕上げ材
60 床スラブ面
DESCRIPTION OF SYMBOLS 10 Support leg 11 Cushion member 11a Base part 11b Protrusion part 11c Cavity 11d Thin-walled part 11e Support | pillar insertion part 11f Retaining prevention protrusion 12 Support | pillar 13 Base plate 21 Floor panel 22 Floor base material 23 Floor finish material 60 Floor slab surface

Claims (3)

弾性体からなるクッション部材と、該クッション部材の上部中央に立設される支柱と、該支柱の上部に螺合される受け板とからなり、床スラブ面に立設される支持脚において、
前記クッション部材は、上面の中央部に上記支柱を挿入するための支柱挿入部が形成されかつ下面が平面とされた基部を有し、
前記基部の中央部の下部に、基部下面に開口する空洞が形成され、該空洞と前記支柱挿入部との間に、前記支柱からの衝撃により前記床スラブ面側に移動するように剪断方向に変形可能な薄肉部が設けられていると共に、
基部下面において前記空洞の開口を除く周囲に、基部周方向にドーナツ状に連続しかつ基部半径方向に沿った断面半円状の突部を設けたことを特徴とする支持脚。
A cushion member made of an elastic body, a post that is erected on the top center of the cushion member, Ri Do from the backing plate to be screwed to the top of the support posts, the support legs that will be erected on the floor slab surface,
The cushion member has a base portion in which a column insertion portion for inserting the column is formed at the center of the upper surface and the lower surface is a plane.
A cavity opening in the lower surface of the base is formed in the lower part of the central part of the base, and between the cavity and the support insertion part, in a shear direction so as to move to the floor slab surface side due to an impact from the support. A deformable thin part is provided,
Around the base lower surface, except an opening of the cavity, the support legs, characterized in that the base circumferentially continuous in a donut shape and cross-section along the base radial direction is provided a semicircular protrusion.
請求項1に記載の支持脚において、
前記空洞の平面方向の径が支柱挿入部の平面方向の径と略同等であることを特徴とする支持脚。
The support leg according to claim 1,
The support leg according to claim 1, wherein a diameter of the cavity in a plane direction is substantially equal to a diameter of the column insertion portion in the plane direction.
床スラブ面に請求項1又は2に記載の支持脚が複数本立設され、該複数の支持脚の受け板に亘って高剛性の床パネルが敷設されてなることを特徴とする乾式遮音二重床構造。   A dry-type sound insulation double comprising a plurality of support legs according to claim 1 or 2 erected on a floor slab surface, and a high-rigidity floor panel laid across the receiving plates of the plurality of support legs. Floor structure.
JP2009228881A 2009-09-30 2009-09-30 Support leg and dry sound insulation double floor structure using the same Active JP5711453B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009228881A JP5711453B2 (en) 2009-09-30 2009-09-30 Support leg and dry sound insulation double floor structure using the same

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009228881A JP5711453B2 (en) 2009-09-30 2009-09-30 Support leg and dry sound insulation double floor structure using the same

Publications (2)

Publication Number Publication Date
JP2011074694A JP2011074694A (en) 2011-04-14
JP5711453B2 true JP5711453B2 (en) 2015-04-30

Family

ID=44018950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009228881A Active JP5711453B2 (en) 2009-09-30 2009-09-30 Support leg and dry sound insulation double floor structure using the same

Country Status (1)

Country Link
JP (1) JP5711453B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6317866B2 (en) * 2014-09-26 2018-04-25 株式会社熊谷組 Construction method of floor structure
JP7266005B2 (en) * 2020-03-13 2023-04-27 東急建設株式会社 Dry double floor structure

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0644928U (en) * 1992-11-16 1994-06-14 大建工業株式会社 Floor panel support legs
JPH0813751A (en) * 1994-06-22 1996-01-16 Takanami Seisakusho:Kk Moovable floor type regulation bolt

Also Published As

Publication number Publication date
JP2011074694A (en) 2011-04-14

Similar Documents

Publication Publication Date Title
JP5711453B2 (en) Support leg and dry sound insulation double floor structure using the same
CN215889185U (en) Assembled shock attenuation ground of shocking resistance
JP2012525513A (en) Connecting device
CN113417432A (en) Assembled shock-absorbing impact-resistant ground and installation method thereof
JPH0717704Y2 (en) Anti-vibration support
JP2010037870A (en) Shock-absorbing floor structure and shock-absorbing unit
JP3859337B2 (en) Tokita structure and its construction method
JP4414323B2 (en) Floor panel support legs and floor panel construction method
JP3865954B2 (en) Standing structure pedestal
JP2001146811A (en) Soundproof floor structure
JPH0458545B2 (en)
JP4271123B2 (en) Soundproof floor structure, combination of soundproof flooring material and konneta, and construction method of soundproof floor structure
JP5903235B2 (en) A soundproof and vibration-proof loft and its sound and vibration isolation method
JP2577746Y2 (en) Floor support
JP2018017077A (en) Double floor support leg, double floor structure of using the same and construction method thereof
JP2895015B2 (en) Kiwa jota aggregate
JP2007107209A (en) Floor receiving member and double floor
JP4261327B2 (en) Wooden house
KR20060072631A (en) Supporter for floor of building
JP2009197556A (en) Vibration isolation/sound insulation structure for floor substrate
JPH0649742Y2 (en) Floor support
JP3175171U (en) Floor structure
JP6667908B2 (en) Seismic isolation structure and seismic isolation wooden building
JPS6111381Y2 (en)
JP6376543B1 (en) Billiards table top

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20120522

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130531

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20130604

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20130805

RD02 Notification of acceptance of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7422

Effective date: 20130805

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20140121

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20140409

A911 Transfer to examiner for re-examination before appeal (zenchi)

Free format text: JAPANESE INTERMEDIATE CODE: A911

Effective date: 20140418

A912 Re-examination (zenchi) completed and case transferred to appeal board

Free format text: JAPANESE INTERMEDIATE CODE: A912

Effective date: 20140509

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20150306

R150 Certificate of patent or registration of utility model

Ref document number: 5711453

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250