JPH0826594B2 - Frame structure of sound absorbing material - Google Patents
Frame structure of sound absorbing materialInfo
- Publication number
- JPH0826594B2 JPH0826594B2 JP1192347A JP19234789A JPH0826594B2 JP H0826594 B2 JPH0826594 B2 JP H0826594B2 JP 1192347 A JP1192347 A JP 1192347A JP 19234789 A JP19234789 A JP 19234789A JP H0826594 B2 JPH0826594 B2 JP H0826594B2
- Authority
- JP
- Japan
- Prior art keywords
- absorbing material
- sound absorbing
- wall
- building
- horizontal beam
- 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.)
- Expired - Lifetime
Links
- 239000011358 absorbing material Substances 0.000 title claims description 31
- 229910000831 Steel Inorganic materials 0.000 description 15
- 239000000463 material Substances 0.000 description 15
- 239000010959 steel Substances 0.000 description 15
- 238000010276 construction Methods 0.000 description 12
- 238000000034 method Methods 0.000 description 6
- 239000002184 metal Substances 0.000 description 5
- 238000003466 welding Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000009413 insulation Methods 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 2
- 230000005855 radiation Effects 0.000 description 2
- 239000011347 resin Substances 0.000 description 2
- 229920005989 resin Polymers 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 235000013611 frozen food Nutrition 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000012778 molding material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Landscapes
- Building Environments (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は吸音材の枠組構造に係り、特に閉鎖された建
屋内に設置された大容量電力変圧器、発電機用ディーゼ
ル内燃機関等の重機械装置から発生する騒音の低減を図
る吸音材の枠組構造に関する。Description: TECHNICAL FIELD The present invention relates to a frame structure of a sound absorbing material, and particularly to a heavy-duty power transformer installed in a closed building, a diesel internal combustion engine for a generator, and the like. The present invention relates to a frame structure of sound absorbing material that reduces noise generated from a mechanical device.
従来から、前記重機械装置から発生する騒音を消音す
る為に、閉鎖した建屋の内壁に多孔質の吸音材を配設
し、この吸音材で前記騒音を吸収し、更に吸音材で吸収
しきれない音を閉鎖した建屋の壁で遮音して建屋外部に
伝達される騒音を下げる2重構造の遮音建屋設備があ
る。Conventionally, in order to muffle the noise generated from the heavy machinery, a porous sound absorbing material is arranged on the inner wall of the closed building, the sound absorbing material absorbs the noise, and the sound absorbing material completely absorbs the noise. There is a double-layered sound insulation building facility that reduces the noise transmitted to the outside of the building by isolating the sound that is not present by the walls of the building.
ところで、一般的に建屋の内壁に前記吸音材を設置す
る工法として、以下の3つの工法が実施されている。By the way, generally, the following three construction methods are implemented as a construction method for installing the sound absorbing material on the inner wall of the building.
第1の工法は、建屋内壁面に接着剤を介して吸音材を
張り付ける工法である。この工法は低温減の防音効果が
少なく再検討が求められ、第2の工法が提案された。第
2の工法は、木製を枠組して、その枠組に吸音材を取付
ける工法である。しかしながら、前記第2の工法は、重
機械装置からの輻射熱によって枠組が変形し、枠組に取
付けられた吸音材成形用のプレスボードに変形を生じさ
せる欠点がある。また、室内の温度が高温になると枠組
が自然発火するという虞がある。The first construction method is a construction method in which a sound absorbing material is attached to a wall surface of a building through an adhesive. This method has little soundproofing effect at low temperature and needs re-examination, and the second method was proposed. The second construction method is a construction method in which a wooden frame is used and a sound absorbing material is attached to the frame. However, the second construction method has a drawback that the framework is deformed by the radiant heat from the heavy machinery, and the press board for molding the sound absorbing material attached to the framework is deformed. Further, there is a concern that the framework will spontaneously ignite when the temperature in the room becomes high.
第3の工法は、軽重量の鋼材を吸音材の枠組として使
用し、この枠組を内壁から空気層を介在させて立設し、
内壁に植設されているボルトに枠組の鋼材を溶接し、更
に、鋼材同士を溶接して接合する工法である。The third construction method uses a light weight steel material as a frame of the sound absorbing material, and this frame is erected from the inner wall with an air layer interposed,
This is a method in which the steel materials of the frame are welded to the bolts that are planted on the inner wall, and then the steel materials are welded together.
しかしながら、第3の工法は、発電機等の運転、停止
による加熱、冷熱が繰り返されるので、鋼材が膨縮を繰
り返し、鋼材の溶接接合部に亀裂や剥離を発生させる場
合がある。亀裂や剥離が発生すると、その隙間部でビー
ト振動が発生するという欠点がある。However, in the third construction method, since heating and cooling due to the operation and stop of the generator etc. are repeated, the steel material repeatedly expands and contracts, which may cause cracks and peeling at the welded joint portion of the steel material. When cracking or peeling occurs, there is a disadvantage that beat vibration occurs in the gap.
また、鋼材は膨縮すると鋼材同士は溶接接合されてい
るので、鋼材が湾曲状に歪みその影響で吸音材を枠組内
に固定しているプレスボードが変形する場合があり、プ
レスボードの補修作業を行わなければならないという欠
点がある。In addition, when steel materials expand and contract, the steel materials are welded to each other, so the steel materials may be distorted into a curved shape, which may deform the press board that fixes the sound absorbing material in the frame. There is a drawback that you have to do.
更に、この工法は、壁面の平坦度や垂直度の精度が粗
荒なので、鋼材を仮溶接して仮枠組した後、更に複数回
の修正仮溶接を行って位置調整し最終溶接を行わなけれ
ばならず、組立時間が長くなるとう欠点がある。Furthermore, since the accuracy of the flatness and verticality of the wall surface is rough, this method requires temporary welding of steel materials to form a temporary frame, and then multiple temporary repair welding operations to adjust the position and perform final welding. However, there is a drawback that the assembly time becomes long.
また、前記位置調整の際には、鋼材の溶接延びを考慮
しなければならず、作業者の熟練と経験が必要であっ
た。Further, when adjusting the position, it is necessary to consider the welding elongation of the steel material, which requires the skill and experience of the operator.
本発明はこのような事情に鑑みてなされたもので、発
電機等からの輻射熱に影響されることなく、更に、容易
に且つ短時間で枠組を組付けることができる吸音材の枠
組構造を提供することを目的とする。The present invention has been made in view of the above circumstances, and provides a framework structure of a sound absorbing material that is not affected by radiant heat from a generator or the like and that can be assembled easily and in a short time. The purpose is to do.
本発明は、前記目的を達成する為に、先端にねじ部が
形成されて建屋の内壁に植立されたアンカーボルトと、
前記アンカーボルトのねじ部に螺合される取付金具を介
して前記建屋の内壁から距離が調節自在に設けられた複
数の横梁と、前記横梁に取付金具を介して取り付けられ
た複数の縦梁と、前記縦梁にボード取付板を介して取り
付けられた有孔プレスボードと、前記横梁と縦梁とで形
成される枠組に配設され、前記建屋の内壁との間に空気
層を保って配設される吸音材と、から成り、前記横梁
は、前記建屋の内壁と前記吸音材との間の前記空気層の
厚みに応じて内壁からの距離が調節されることを特徴と
する。The present invention, in order to achieve the above-mentioned object, an anchor bolt having a threaded portion formed at its tip and erected on the inner wall of the building,
A plurality of horizontal beams provided with adjustable distances from the inner wall of the building via a mounting bracket screwed to the threaded portion of the anchor bolt, and a plurality of vertical beams mounted to the horizontal beam via mounting brackets. , A perforated press board attached to the vertical beam via a board attachment plate, and a frame formed by the horizontal beam and the vertical beam, and arranged with an air layer between the inner wall of the building The horizontal beam is configured such that the distance from the inner wall of the horizontal beam is adjusted according to the thickness of the air layer between the inner wall of the building and the sound absorbing material.
〔作用〕 本発明によれば、枠組(10)の鋼材(14、28)同士の
連結部を、取付金具(30)で連結し、更に、枠組(10)
を内壁(16)に設けられているアンカーボルト(22)に
取付金具(18)で取付けるようにした。従って、連結部
と取付部の移動を容易に行うことが出来るので、連結部
の修正が短時間で行なえる。更に、枠組(10)の鋼材膨
張による歪みが生じても連結部で吸収することができる
ので、プレスボード(46)の変形を防止することができ
る。[Operation] According to the present invention, the connecting portions of the steel members (14, 28) of the frame (10) are connected by the mounting bracket (30), and further the frame (10)
Is attached to the anchor bolt (22) provided on the inner wall (16) with the mounting bracket (18). Therefore, since the connecting portion and the mounting portion can be easily moved, the connecting portion can be corrected in a short time. Further, even if distortion occurs due to the expansion of the steel material of the framework (10), it can be absorbed by the connecting portion, so that the press board (46) can be prevented from being deformed.
以下添付図面に従って本発明に係る吸音材の枠組構造
の好ましい実施例を詳説する。Hereinafter, preferred embodiments of the frame structure of the sound absorbing material according to the present invention will be described in detail with reference to the accompanying drawings.
第1図は本発明に係る吸音材の枠組構造の要部斜視図
である。FIG. 1 is a perspective view of a main part of a frame structure of a sound absorbing material according to the present invention.
第1図に於いて、吸音材の枠組構造10は、主に横梁1
4、14…と縦梁28、28…とから構成され、前記横梁14
は、第2図に示すように、取付金具18、18…を介してコ
ンクリート壁16に取付けられている。In FIG. 1, the frame structure 10 of the sound absorbing material is mainly composed of the horizontal beam 1.
4 and 14 ... and vertical beams 28, 28 ...
Is attached to the concrete wall 16 via attachment fittings 18, 18 ... As shown in FIG.
取付金具18の挟持板20、20は横梁14の両側部に設けら
れ、前記挟持板20、20は、アンカーボルト22の右端部に
挿入されており、これらの両側に螺合されているナット
24、24を締め付けることによって、横梁14を挟持してい
る。前記アンカーボルト22の左端部は、アンカー16aに
螺合接合され、アンカー16aはコンクリート壁16に打ち
込まれている。従って、前記横梁14は、コンクリート壁
16から約L寸法離されて支持されている。The holding plates 20 and 20 of the mounting bracket 18 are provided on both sides of the cross beam 14, and the holding plates 20 and 20 are inserted into the right end of the anchor bolt 22 and are screwed on both sides of these.
The transverse beam 14 is clamped by tightening 24, 24. The left end portion of the anchor bolt 22 is screwed and joined to the anchor 16a, and the anchor 16a is driven into the concrete wall 16. Therefore, the horizontal beam 14 is a concrete wall.
It is supported at a distance of about L from 16.
また、第1図で枠組10の縦梁28は、第1図に示すよう
に、取付金具30を介して横梁14に連結されている。Further, the vertical beam 28 of the frame 10 in FIG. 1 is connected to the horizontal beam 14 via a mounting member 30 as shown in FIG.
前記取付金具30の挟持板32、32は第3図、第4図に示
すように、縦梁28の両側部に設けられ、前記挟持板32、
32は、ボルト34の右端部に挿入されており、これらの両
側に螺合されたナット36、36を締め付けることによっ
て、縦梁28を挟持している。また、前記ボルト34の左端
部には、前記挟持板32と同形状の挟持板38がボルト34を
中心にして挟持板32に対して90゜変位した位置に固着さ
れている。この挟持板38は第3図上で横梁14の左側面に
設けられ、横梁14の右側面に当接している縦梁28とで横
梁14を挟持している。従って、横梁14、14…と縦梁28、
28…とは、第1図に示すように、格子状に取付けられて
いる。As shown in FIGS. 3 and 4, the holding plates 32, 32 of the mounting bracket 30 are provided on both sides of the vertical beam 28, and the holding plates 32, 32
The bolt 32 is inserted into the right end portion of the bolt 34, and the vertical beam 28 is sandwiched by tightening nuts 36, 36 screwed on both sides thereof. A holding plate 38 having the same shape as the holding plate 32 is fixed to the left end portion of the bolt 34 at a position displaced by 90 ° with respect to the holding plate 32 about the bolt 34. The holding plate 38 is provided on the left side surface of the horizontal beam 14 in FIG. 3, and holds the horizontal beam 14 with the vertical beam 28 that is in contact with the right side surface of the horizontal beam 14. Therefore, the horizontal beams 14, 14 ... and the vertical beams 28,
28 ... are attached in a grid pattern as shown in FIG.
また、前記横梁14、14間の縦梁28、28…には第1図、
第3図に示すように、ボード取付板44が配設され、前記
ボード取付板44には、プレスボード46がビス50、50…に
よって固着されている。The vertical beams 28, 28 between the horizontal beams 14, 14 are shown in FIG.
As shown in FIG. 3, a board mounting plate 44 is provided, and a press board 46 is fixed to the board mounting plate 44 with screws 50, 50.
前記の如く構成された本発明に係る吸音材の枠組構造
の組立工程について説明する。The assembling process of the frame structure of the sound absorbing material according to the present invention configured as described above will be described.
周囲の四方向と天井をコンクリートで囲い、そのコン
クリート壁16にアンカー16a、16a…を打ち込む。次に、
アンカー16aにアンカーボルト22を螺合した後、挟持板2
0、20間に横梁14を挟持して、コンクリート壁16に横梁1
4、14…を固定する。続いて、縦梁28、28…を挟持板3
2、32で挟持すると共に、挟持板38と縦梁28とで横梁14
を挟持して縦梁28を横梁14に取付ける。Surround the surrounding four directions and the ceiling with concrete, and drive anchors 16a, 16a ... to the concrete wall 16. next,
After screwing the anchor bolt 22 into the anchor 16a, the clamping plate 2
The cross beam 14 is sandwiched between 0 and 20, and the cross beam 1 is attached to the concrete wall 16.
Fix 4, 14 ... Next, the vertical beam 28, 28 ...
It is sandwiched between 2 and 32, and the horizontal beam 14 is sandwiched between the sandwiching plate 38 and the vertical beam 28.
The vertical beam 28 is attached to the horizontal beam 14 by sandwiching.
次いで、後述する技法によって、横梁14、縦梁28で構
成される枠組に吸音材42を挟持固定する。吸音材42は、
合成繊維製或いは不燃性繊維製品で綿状多孔質材料であ
り、図示しない重機械装置から発生する騒音を吸収して
消音する。横梁44或いは縦梁28に当たる部分は、自由に
凹状に形成され、その凹凸面に前記吸音材42を整合する
事ができる。また、その裏面音源は緩い平滑面に形成さ
れているので、プレスボードによる整形に適応する事は
支障ない。Then, the sound absorbing material 42 is clamped and fixed to the frame composed of the horizontal beams 14 and the vertical beams 28 by a technique described later. The sound absorbing material 42 is
It is a synthetic fiber or non-combustible fiber product made of cotton-like porous material, and absorbs noise generated from a heavy mechanical device (not shown) to muffle noise. A portion corresponding to the horizontal beam 44 or the vertical beam 28 is freely formed in a concave shape, and the sound absorbing material 42 can be aligned with the uneven surface. Further, since the back surface sound source is formed on a loose smooth surface, there is no problem in adapting the shaping by the press board.
横梁14に吸音材を介在した状態でボード取付板44を縦
梁28に鋼製螺子51′で締付固定し、ボード取付板44に有
孔プレスボード46を螺子50で固定する。有孔プレスボー
ドの隙間は目地48で塞ぎ整形するが、場合によっては一
様な隙間として模様として残して置く事もできる。The board mounting plate 44 is fixed to the vertical beam 28 with the steel screw 51 ′ while the sound absorbing material is interposed in the horizontal beam 14, and the perforated press board 46 is fixed to the board mounting plate 44 with the screw 50. The gap of the perforated pressboard is closed and shaped by the joint 48, but in some cases, it can be left as a pattern as a uniform gap.
また、吸音材42とコンクリート壁16との間には第1
図、第2図に示すように、幅寸法Lの空気層26が形成さ
れ、消音効果を上げることができる。In addition, there is a first space between the sound absorbing material 42 and the concrete wall 16.
As shown in FIG. 2 and FIG. 2, the air layer 26 having the width L is formed, and the sound deadening effect can be enhanced.
このように本発明に係る吸音材の枠組構造によれば、
枠組10の横梁14と縦梁28とを、取付金具18と取付金具30
とで連結するようにしたので、横梁14と縦梁28との完了
後、最小限のズレを修正するだけで全体の寸法ズレを調
整することができる。従って、枠組10を容易に、且つ短
時間で組付けることができる。Thus, according to the frame structure of the sound absorbing material according to the present invention,
Attach the horizontal beam 14 and vertical beam 28 of the frame 10 to the mounting bracket 18 and the mounting bracket 30.
Since the connection is made with and, after the horizontal beam 14 and the vertical beam 28 are completed, it is possible to adjust the overall dimensional deviation by only correcting the minimum deviation. Therefore, the framework 10 can be assembled easily and in a short time.
更に、重機械装置等からの輻射熱による影響で横梁1
4、縦梁28が膨縮した場合でも、横梁14及び縦梁28は溶
接接合されていないので、連結部に亀裂、剥離は発生せ
ず、また湾曲や波状歪も発生しない。従って、前記湾曲
や波状歪によって生じるプレスボード46の湾曲変形を修
正する補修作業を削減することができる。Furthermore, due to the influence of radiant heat from heavy machinery, etc.
4. Even if the vertical beam 28 expands or contracts, the horizontal beam 14 and the vertical beam 28 are not welded and joined, so that no cracks or peeling occur at the connecting portion, and neither bending nor wavy distortion occurs. Therefore, the repair work for correcting the curving deformation of the press board 46 caused by the curving or wavy distortion can be reduced.
また、本実施例では、横梁14を取付金具18を介してア
ンカーボルト22の軸方向に位置調節自在に設けている。
従って、コンクリート壁16の施工誤差で横梁がうねった
状態で取り付けられた場合には、横梁14の位置を変えて
横梁14とコンクリート壁16との間隔Lを調整するだけで
前記うねりを吸収することができるので、横梁14のうね
り補修作業を容易に行うことができる。Further, in this embodiment, the horizontal beam 14 is provided via the mounting member 18 so that the position of the anchor bolt 22 can be adjusted in the axial direction.
Therefore, when the horizontal beam is installed in a wavy state due to the construction error of the concrete wall 16, the waviness can be absorbed only by changing the position of the horizontal beam 14 and adjusting the distance L between the horizontal beam 14 and the concrete wall 16. Therefore, the waviness repair work of the lateral beam 14 can be easily performed.
一方、この発明の変形例として、極寒冷地に於ける建
築外壁用防寒構造用として応用できる。外壁外窓等を2
重構造とする中間空気層の断熱性を効果的にする為、外
壁に繊維性断熱材を内張する中空側の枠組の組付用とし
て使用できる。この場合の鋼材としては、熱伝導率が小
さく、機械的強度が大きい剛性樹脂製成形高靭性梁材を
使用し、軽量形鋼材による低温伝熱による局部凍結を防
止する必要が生ずるが利用可能である。On the other hand, as a modified example of the present invention, it can be applied as a cold protection structure for outer walls of buildings in extremely cold regions. 2 outside windows
In order to make the heat insulating property of the intermediate air layer having a heavy structure effective, it can be used for assembling a hollow-side framework in which a fibrous heat insulating material is lined on the outer wall. As the steel material in this case, a rigid resin molded high toughness beam material with low thermal conductivity and high mechanical strength is used, and it is necessary to prevent local freezing due to low temperature heat transfer by the lightweight shaped steel material, but it can be used. is there.
その他の応用例としては、冷凍食品用大容量冷凍庫の
外装断熱2重壁の設計施工法として使用できる。即ち、
外気輻射線が内壁を透過侵入することを防止し、内部冷
凍庫の冷温輻射線が外部へ照射透過することを防止する
外、中空空気層内自体の対流伝熱等、中間断熱媒体の熱
伝達を2重化保温(断熱)材によって極少にする様に阻
止する外装の断熱材内装設計に使用できる。極低温外壁
の枠組に使用する場合、取付金具、連結金具、金属に代
わる断熱性高張力強化剛性樹脂成形材を用いなければな
らない。As another application example, it can be used as a design and construction method for an exterior heat insulating double wall of a large capacity freezer for frozen foods. That is,
Prevents outside air radiation from penetrating and penetrating the inner wall, and preventing cold and warm radiation from the internal freezer from radiating and transmitting to the outside, as well as convective heat transfer in the hollow air layer itself, such as heat transfer of the intermediate adiabatic medium. It can be used for the interior design of the exterior heat insulation material that prevents it by minimizing it with the double heat insulation (heat insulation) material. When it is used as a framework for a cryogenic outer wall, a mounting metal fitting, a connecting metal fitting, and a heat insulating high tensile strength reinforced rigid resin molding material instead of metal must be used.
以上説明したように本発明に係る吸音材の枠組構造に
よれば、横梁を取付金具を介してアンカーボルトに位置
調節自在に設け、建屋の内壁の施工誤差で横梁がうねっ
た状態で取り付けられた場合には、横梁の位置を変えて
横梁と内壁との距離を調整するだけで前記うねりを吸収
することができるので、横梁のうねり補修作業を容易に
行うことができる。As described above, according to the frame structure of the sound absorbing material according to the present invention, the horizontal beam is provided on the anchor bolt through the mounting bracket so that the position of the horizontal beam is adjustable, and the horizontal beam is attached in a wavy state due to the construction error of the inner wall of the building. In this case, since the swell can be absorbed only by changing the position of the horizontal beam and adjusting the distance between the horizontal beam and the inner wall, the swell repair work of the horizontal beam can be easily performed.
第1図は本発明に係る吸音材の枠組構造が適用された下
地枠組の要部斜視図、第2図は本発明に係る吸音材の枠
組構造の横梁の取付状態を示す側断面図、第3図は本発
明に係る吸音材の枠組構造の横梁と縦梁との連結部の側
断面図、第4図は第3図中のB−B線の断面図である。 10…枠組、14…横梁、18…固定金具、20、32、38…挟持
板、28…縦梁、30…取付金具。FIG. 1 is a perspective view of a main part of a base frame framework to which the frame structure of the sound absorbing material according to the present invention is applied, and FIG. 2 is a side sectional view showing a mounting state of a horizontal beam of the frame structure of the sound absorbing material according to the present invention. FIG. 3 is a side sectional view of a connecting portion between a horizontal beam and a vertical beam of the sound absorbing material frame structure according to the present invention, and FIG. 4 is a sectional view taken along line BB in FIG. 10 ... Frame, 14 ... Horizontal beam, 18 ... Fixing metal fittings, 20, 32, 38 ... Clamp plate, 28 ... Vertical beam, 30 ... Mounting metal fittings.
Claims (1)
立されたアンカーボルトと、 前記アンカーボルトのねじ部に螺合される取付金具を介
して前記建屋の内壁からの距離が調節自在に設けられた
複数の横梁と、 前記横梁に取付金具を介して取り付けられた複数の縦梁
と、 前記縦梁にボード取付板を介して取り付けられた有孔プ
レスボードと、 前記横梁と縦梁とで形成される枠組に配設され、前記建
屋の内壁との間に空気層を保って配設される吸音材と、
から成り、 前記横梁は、前記建屋の内壁と前記吸音材との間の前記
空気層の厚みに応じて内壁からの距離が調節されること
を特徴とする吸音材の枠組構造。1. A distance from the inner wall of the building is adjusted through an anchor bolt having a threaded portion formed at its tip and erected on the inner wall of the building, and a mounting bracket screwed to the threaded portion of the anchor bolt. A plurality of horizontal beams freely provided, a plurality of vertical beams attached to the horizontal beams via mounting brackets, a perforated press board attached to the vertical beams via a board attachment plate, and the horizontal beams and the vertical beams. A sound-absorbing material, which is arranged in a frame formed by beams and is arranged while maintaining an air layer between it and the inner wall of the building,
The frame structure of the sound absorbing material, wherein the horizontal beam is adjusted in distance from the inner wall of the building according to the thickness of the air layer between the inner wall and the sound absorbing material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1192347A JPH0826594B2 (en) | 1989-07-25 | 1989-07-25 | Frame structure of sound absorbing material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1192347A JPH0826594B2 (en) | 1989-07-25 | 1989-07-25 | Frame structure of sound absorbing material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0359246A JPH0359246A (en) | 1991-03-14 |
| JPH0826594B2 true JPH0826594B2 (en) | 1996-03-13 |
Family
ID=16289765
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1192347A Expired - Lifetime JPH0826594B2 (en) | 1989-07-25 | 1989-07-25 | Frame structure of sound absorbing material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0826594B2 (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5837470B2 (en) * | 1976-04-09 | 1983-08-16 | 繁 城之内 | Mounting structure for plate-shaped building materials |
-
1989
- 1989-07-25 JP JP1192347A patent/JPH0826594B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0359246A (en) | 1991-03-14 |
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