JPH0721214B2 - Construction material - Google Patents
Construction materialInfo
- Publication number
- JPH0721214B2 JPH0721214B2 JP63203711A JP20371188A JPH0721214B2 JP H0721214 B2 JPH0721214 B2 JP H0721214B2 JP 63203711 A JP63203711 A JP 63203711A JP 20371188 A JP20371188 A JP 20371188A JP H0721214 B2 JPH0721214 B2 JP H0721214B2
- Authority
- JP
- Japan
- Prior art keywords
- sound absorbing
- plate
- absorbing plate
- bearing plate
- load bearing
- 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
- 239000004035 construction material Substances 0.000 title 1
- 238000010276 construction Methods 0.000 claims description 6
- 230000004888 barrier function Effects 0.000 description 21
- 239000004567 concrete Substances 0.000 description 12
- 238000004519 manufacturing process Methods 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 6
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 230000002265 prevention Effects 0.000 description 5
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- 238000012856 packing Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000009969 flowable effect Effects 0.000 description 2
- 241000272201 Columbiformes Species 0.000 description 1
- 241000257303 Hymenoptera Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B1/86—Sound-absorbing elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
- E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
- E01F8/0029—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement with porous surfaces, e.g. concrete with porous fillers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C1/00—Building elements of block or other shape for the construction of parts of buildings
- E04C1/40—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts
- E04C1/41—Building elements of block or other shape for the construction of parts of buildings built-up from parts of different materials, e.g. composed of layers of different materials or stones with filling material or with insulating inserts composed of insulating material and load-bearing concrete, stone or stone-like material
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B2001/8263—Mounting of acoustical elements on supporting structure, e.g. framework or wall surface
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B2001/8414—Sound-absorbing elements with non-planar face, e.g. curved, egg-crate shaped
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B2001/8423—Tray or frame type panels or blocks, with or without acoustical filling
- E04B2001/8442—Tray type elements
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B2001/8457—Solid slabs or blocks
- E04B2001/8461—Solid slabs or blocks layered
- E04B2001/8471—Solid slabs or blocks layered with non-planar interior transition surfaces between layers, e.g. faceted, corrugated
-
- 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
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
- E04B1/84—Sound-absorbing elements
- E04B2001/8457—Solid slabs or blocks
- E04B2001/8476—Solid slabs or blocks with acoustical cavities, with or without acoustical filling
- E04B2001/848—Solid slabs or blocks with acoustical cavities, with or without acoustical filling the cavities opening onto the face of the element
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Acoustics & Sound (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Building Environments (AREA)
- Soundproofing, Sound Blocking, And Sound Damping (AREA)
Description
【発明の詳細な説明】 産業上の利用分野 この発明は構築部材、特に騒音防止壁に関するものであ
る。Description: FIELD OF THE INVENTION This invention relates to building members, and more particularly to noise barriers.
従来の技術 嵌め込み部分の特殊な性質を持つ構築部材すなわち特に
騒音防止壁は何層にも並べられて吸音板から成る騒音防
止壁の傍にある、本質的には静止状態の荷重を受けてい
る耐力板や吸音板から構成されており、このために耐力
板と吸音板を互いに接合しなければならない。これは慣
行的に構築部材の組立て前に行われる。PRIOR ART Construction members with special properties of the inlay, i.e. the noise barrier in particular is next to the noise barrier made up of sound-absorbing plates arranged in multiple layers, essentially under static load It consists of a load-bearing plate and a sound-absorbing plate, for which the load-bearing plate and the sound-absorbing plate must be joined together. This is customarily done before the assembly of the building components.
発明が解決しようとする問題点 耐力板内に埋込まれた受け金レールまたは埋込ボルトに
よる吸音板と耐力板との接合は良く知られている。これ
ら接合部材は、耐力板の製造の際に耐力板の中に埋込ま
れるが、吸音板の接合は受け金レールまたは埋込ボルト
を用いたねじ止めによって行われる。この周知の接合
は、受け金レールまたは埋込ボルトが必要であること、
またねじ止めには追加の工程が不可欠であること等の欠
点を有している。また、ねじ止めを製造する際には種々
な問題も起こる。この場合、ねじ止めによって受け金レ
ールまたは埋込ボルトを寸分違わぬように当てねばなら
ない。更に、製造における関連した精度も保証されねば
ならない。Problems to be Solved by the Invention Joining of a sound absorbing plate and a load bearing plate by a receiving rail or an embedded bolt embedded in the load bearing plate is well known. These joining members are embedded in the load bearing plate at the time of manufacturing the load bearing plate, and the sound absorbing plate is joined by screwing using a receiving rail or an embedded bolt. This known joint requires a receiver rail or studs,
Further, it has a drawback that an additional step is indispensable for screwing. In addition, various problems occur when manufacturing the screw stopper. In this case, the receiving rail or the embedded bolt must be applied by screwing so as not to make a mistake. In addition, the associated precision in manufacturing must be guaranteed.
これに基いて、この発明の目的は、耐力板と吸音板との
容易な接合を保証する構築部材を提供することにある。Based on this, it is an object of the invention to provide a construction member which ensures an easy joining of a load bearing plate and a sound absorbing plate.
問題点を解決するための手段 この様な問題点を解決するために、この発明に依れば、
最初に挙げた種類の構築部材が請求項1の特徴に基いて
構成される。耐力板と吸音板とを直接接合することによ
って、既知の構築部材の場合に必要な受け金レールまた
は埋込ボルトを省略することが出来る。耐力板に接する
吸音板の背部に切込みすなわち蟻溝を設けることによっ
て十分耐久性のある接合が保持される。Means for Solving Problems According to the present invention, in order to solve such problems,
A construction element of the first kind mentioned is constructed according to the features of claim 1. By directly joining the load bearing plate and the sound absorbing plate, it is possible to dispense with the receiving rails or embedded bolts required in the case of the known construction members. A notch or dovetail groove is provided in the back of the sound absorbing plate that contacts the load bearing plate to maintain a sufficiently durable joint.
耐力板と吸音板との接合は少なくとも吸音板または耐力
板のいずれか一方に設けられた溝すなわち蟻溝を用いて
行われ、この蟻溝は蟻溝のない板の対応する突部すなわ
ち蟻と嵌合できる。Bonding of the load bearing plate and the sound absorbing plate is performed by using a groove or dovetail groove provided in at least one of the sound absorbing plate or the load bearing plate, and this dovetail groove is formed with the corresponding protrusion or dovetail of the plate without the dovetail groove. Can be fitted.
蟻や蟻溝は細長い溝或はくさび状になるように形成され
る。接合に必要な背部切込みすなわち蟻溝を形成するた
めに、この発明に依って蟻溝がほゞ台形状の横断面を有
するように、台形横断面の傾斜した側面を構成部分の内
側に分岐させて、これによって背部切込み、すなわち蟻
溝が形成される。同様な方法を用いて、くさび部すなわ
ち蟻が形成される。蟻溝と蟻のこの様な型に基いて、耐
力板と吸音板間に“蟻継ぎ”が形成される。The ants and dovetails are formed as elongated grooves or wedges. In order to form the back cuts or dovetails required for joining, according to the invention, the sloping sides of the trapezoidal cross section are branched into the interior of the component so that the dovetail has a generally trapezoidal cross section. This creates a back notch, or dovetail groove. A wedge or ant is formed using a similar method. Based on this type of dovetail and ant, a "ditch" is formed between the load bearing plate and the sound absorbing plate.
耐力板と吸音板間に十分安定した接合を保持するため
に、平行に延びる幾つかの蟻溝と蟻を各板に形成するこ
とが出来る。In order to maintain a sufficiently stable joint between the load bearing plate and the sound absorbing plate, several parallel dovetail grooves and doves can be formed in each plate.
溝、例えば蟻継ぎの形をしている溝、を備えるプレハブ
式の、すなわち組立式の吸音板から成る構築部材が形成
され、吸音板には耐力板が直接または薄い中間層を介し
て一体的に造られる。A prefabricated or prefabricated sound-absorbing plate is formed with a groove, for example a groove in the form of a dovetail, to which the load-bearing plate is integrated, either directly or via a thin intermediate layer. Built in.
他の板を吸音板と一体的に造くる際に、接合を形成する
ために用いられる溝が必然的に邪魔になり、中間層また
は耐力板を一体的に造くる際には中間層または耐力板と
同時に吸音板裏面の溝を更に流動性のある材料で満たす
結果、溝がまるで“雌型”として用いられる。When building another plate integrally with the sound absorbing plate, the groove used to form the joint inevitably becomes a hindrance, and when building the intermediate layer or load bearing plate integrally, As a result of filling the groove on the backside of the sound absorbing plate with the plate at the same time with a more fluid material, the groove is used as if it were a "female mold".
更に、追加の多くの費用を掛けることなく耐力板を製造
する場合には、同時にこの様な処理を施すだけでなく、
この方法を用いて吸音板のくさび溝に適切なくさび部が
形成され、むしろこの場合には、吸音板と耐力板はもう
互いに接合される。Furthermore, in the case of manufacturing a load bearing plate without incurring a lot of additional cost, in addition to performing such a treatment at the same time,
Using this method, appropriate wedges are formed in the wedge grooves of the sound absorbing plate, rather in this case the sound absorbing plate and the load bearing plate are already joined together.
吸音板と耐力板を直接に互いに接合するのではなく、薄
い中間層の上に接合することが代わりに提案される。こ
の場合には、完成した通常型式の耐力板に流動性原料が
塗布され、その上に吸音板が載せられる。この場合、中
間層が硬化した後にこの中間層に形成されたくさび部に
よって吸音板との狭くて適切な形状をした接合が形成さ
れる。この構築部材の製造方法は耐力板も吸音板も予め
造ることが出来ると云う長所を有している。しかし、耐
力板の場合には、この様な商慣行的な造り方が問題にな
る恐れがある。Instead of joining the sound absorbing plate and the load bearing plate directly to each other, it is proposed instead to join them on a thin intermediate layer. In this case, the fluid material is applied to the completed normal type load bearing plate, and the sound absorbing plate is placed thereon. In this case, the wedge portion formed in the intermediate layer after the intermediate layer is hardened forms a narrow and appropriately shaped joint with the sound absorbing plate. This method of manufacturing the building member has the advantage that both the load bearing plate and the sound absorbing plate can be manufactured in advance. However, in the case of a load bearing plate, such a commercial practice may pose a problem.
最後に、構築部材の板を製造した後だけではなく中間層
または耐力板が硬化する前にも全構築部材を、必要な場
合には手持ちの型と共に、揺動することが出来、これに
よって吸音板に設けられたくさび溝を耐力板または中間
層に形成された好適なくさび部で完全に塞ぐことができ
る。Finally, not only after the plates of the building members have been manufactured, but also before the middle layer or the bearing plates have hardened, the entire building member can be rocked, if necessary with a hand-held mold, which results in sound absorption. The wedge groove provided in the plate can be completely closed by a suitable wedge portion formed in the load bearing plate or the intermediate layer.
この発明の推奨実施例が添付図面を参照して以下に詳細
に説明されよう。Preferred embodiments of the present invention will be described in detail below with reference to the accompanying drawings.
実施例 以下に説明されるこの発明の実施例は騒音防止壁要素20
として形成された構築部材に適用される。この騒音防止
壁要素20は騒音防止壁21を形成するために組合わせるこ
とができ、また建造物正面或はその類似物を形成するた
めに嵌め込み出来る。Embodiments Embodiments of the invention described below include noise barrier wall elements 20
Applied to the construction member formed as. This noise barrier element 20 can be combined to form a noise barrier 21 and can be fitted to form a facade or the like.
第1図および第2図に示される騒音防止壁要素20の実施
例は耐力板22とこの耐力板22の前に配置された吸音板23
とから構成されている。吸音板23は吸音性または遮音性
で小孔の有る特に開孔性の材料、例えば多孔性の軽量コ
ンクリート、から造られている。The embodiment of the noise protection wall element 20 shown in FIGS. 1 and 2 comprises a load bearing plate 22 and a sound absorbing plate 23 arranged in front of this load bearing plate 22.
It consists of and. The sound-absorbing plate 23 is made of a sound-absorbing or sound-insulating material with small holes, in particular a perforated material, such as porous lightweight concrete.
図示の実施例において、吸音板23は正方形横断面を持つ
ほゞ平行六面体形の主要本体24を有する。何も付設され
ていない前面25において、吸音板23は吸音性を持つ多数
のくぼみ26や平らな面28と繋がりを持つ突部27を有す
る。くぼみ26と突部27は網状を成しており、図示の実施
例においてはこれらくぼみ26と突部27は吸音板25の前面
25で市松模様を描くよう配置されている。くぼみ26と突
部27は周囲に延びる縁部29によって取り囲まれており、
縁部29は平面28の水平面上に広がっている。この様な吸
音性の遮音板すなわち吸音板23はドイツ特許願第P35305
67号明細書に詳しく記載されており、個々の関係が示さ
れている。In the illustrated embodiment, the sound absorbing plate 23 has a generally parallelepiped-shaped main body 24 with a square cross section. In the front surface 25 where nothing is attached, the sound absorbing plate 23 has a large number of indentations 26 having a sound absorbing property and a protrusion 27 having a connection with a flat surface 28. The depressions 26 and the protrusions 27 form a mesh, and in the illustrated embodiment, the depressions 26 and the protrusions 27 are the front surface of the sound absorbing plate 25.
It is arranged to draw a checkerboard pattern at 25. The recess 26 and the protrusion 27 are surrounded by a peripherally extending edge 29,
The edge 29 extends on the horizontal plane of the plane 28. Such a sound absorbing sound insulating plate, that is, the sound absorbing plate 23 is a German patent application P35305.
It is described in detail in No. 67 and shows the individual relationships.
この発明に基く図示の吸音板23は先のドイツ特許願第P3
530567号記載の吸音板とは異なり、耐力板22の方に向い
た吸音板23の裏面30には平行で裏面30の上に真直ぐ水平
に延びる2つのへこみ、すなわち溝31が設けられてい
る。溝31は蟻継ぎを形成し、従って傾斜して延びる側面
32を持つほゞ台形状の横断面を有しており、これら側面
32は裏面30の方に向かって延びている。溝31の側面32は
これに依って吸音板23の後部において向かい合う背面切
込みを形成している。The illustrated sound absorbing plate 23 based on this invention is based on the above-mentioned German Patent Application No. P3.
Unlike the sound absorbing plate described in No. 530567, the back surface 30 of the sound absorbing plate 23 facing the load bearing plate 22 is provided with two dents, that is, grooves 31 that are parallel and extend straight and horizontally on the back surface 30. Groove 31 forms a dovetail joint and is therefore a beveled side
It has a generally trapezoidal cross section with 32 and these sides
32 extends towards the back surface 30. The side surface 32 of the groove 31 thereby forms a rear surface notch at the rear of the sound absorbing plate 23.
耐力板22は普通のコンクリートから造られている。安定
性の理由から図示されていない鋼鉄の補強材を耐力板22
に設けることが出来る。The load bearing plate 22 is made of ordinary concrete. Steel stiffeners not shown for stability reasons
Can be installed in
第1図および第2図から耐力板22が平行六面体を成して
いることが理解できる。耐力板22は吸音板23の主面を成
し、また正方形横断面を有している。吸音板23の方に向
いた前面33において、耐力板22は、平行で且つ水平に真
直ぐに延びる2つの突出部、すなわち溝31に対応すると
共に蟻継ぎを形成する横断面を持ったくさび34を有して
いる。耐力板22のくさび34は第1図から明らかな様に耐
力板22と吸音板23とを接合するために背面切込みを介し
て吸音板23の溝31に嵌合されており、これに依って均質
な防音防止壁要素20が構成されている。溝31の深さ、す
なわちくさび34の高さは図示実施例では3cmで、溝31
の、従ってくさび34の広い方の幅はこの場合には5〜6c
mで、狭い方の幅は3cmである。It can be understood from FIGS. 1 and 2 that the load bearing plate 22 forms a parallelepiped. The load bearing plate 22 forms the main surface of the sound absorbing plate 23 and has a square cross section. On the front face 33 facing towards the sound absorbing plate 23, the load bearing plate 22 has a wedge 34 with a cross section corresponding to two parallel and horizontal straight protrusions, namely the groove 31, and forming a dovetail joint. Have As is apparent from FIG. 1, the wedge 34 of the load bearing plate 22 is fitted into the groove 31 of the sound absorbing plate 23 through the rear notch so as to join the load bearing plate 22 and the sound absorbing plate 23. A homogeneous soundproof wall element 20 is constructed. The depth of the groove 31, that is, the height of the wedge 34 is 3 cm in the illustrated embodiment.
Therefore, the wide width of the wedge 34 is 5-6c in this case.
m, the narrower width is 3 cm.
第3図に示される騒音防止壁要素20の実施例は3つの部
材から構成されている。この場合、吸音板23の裏側には
薄い中間層が有り、更にその裏面に耐力板36が設けられ
ており、この吸音板23の形成に関しては先の実施例の吸
音板23が対応している。The embodiment of the noise protection wall element 20 shown in FIG. 3 consists of three parts. In this case, there is a thin intermediate layer on the back side of the sound absorbing plate 23, and a proof plate 36 is further provided on the back surface thereof, and the sound absorbing plate 23 of the previous embodiment corresponds to the formation of this sound absorbing plate 23. .
くさび34はこの場合に吸音板23の方を向いている中間層
35の前面37に設けられている。これに依って、耐力板36
と吸音板23は間接的に接合され、同時に後者の吸音板23
は溝31またはくさび34によって中間層35と適切な形で接
合され、また中間層35はモルタルによる接合によって下
に位置する耐力板36と接合される。このモルタルによる
接合は中間層35がモルタルを成分としていることによっ
て造られ、これに依って普通のコンクリートから造られ
た耐力板36との接合が十分なものとなり、従ってこの場
合には、細孔性または開孔性の原料という理由のために
たゞ型を介してだけコンクリートまたはモルタルと接合
されている吸音板23との接合とは異なって、型を使用し
ない接合が十分耐久性のあるものとなっている。The wedge 34 is in this case the middle layer facing the sound absorbing plate 23.
It is provided on the front surface 37 of 35. Due to this, the load bearing plate 36
And the sound absorbing plate 23 are indirectly joined, and at the same time, the latter sound absorbing plate 23
Is suitably joined to the intermediate layer 35 by grooves 31 or wedges 34, and the intermediate layer 35 is joined to the underlying bearing plate 36 by mortar joining. This mortar joint is formed by the fact that the intermediate layer 35 contains mortar as a component, and thus the joint with the proof plate 36 made of ordinary concrete is sufficient, and in this case, the pores are Die-free joints are sufficiently durable, unlike joints with sound-absorbing plates 23, which are joined to concrete or mortar only through the molds for the reason that it is an open or open source material. Has become.
第4図は同じく3つの部材から成る騒音防止壁要素20を
示しており、この場合に図示の耐力板38は吸音板23また
は中間層39のために必要な耐力板38の主面より僅かに低
い凹所40を有しており、従って耐力板38の周囲に延びる
型縁部41が形成され、くさび34が設けられた中間層39の
代わりに見えない型として使用される。FIG. 4 shows a noise barrier element 20 which also consists of three parts, the bearing plate 38 shown being slightly smaller than the main surface of the bearing plate 38 required for the sound absorbing plate 23 or the intermediate layer 39. It has a low recess 40 and thus forms a mold edge 41 that extends around the bearing plate 38 and is used as an invisible mold instead of the intermediate layer 39 provided with the wedge 34.
第5図は騒音防止壁要素20の別の実施例を示しており、
この騒音防止壁要素20は耐力板42がL字形横断面を有す
るように更に形成されている。また、この実施例におい
ては、吸音板23が耐力板42との2つの蟻継ぎを用いて長
脚部43と接合されている。場合によっては、第3、4図
の実施例と同様に吸音板23と長脚部43との間に中間層3
5、39を設けることが出来る。長脚部43に対して横向き
に位置している耐力板42の短脚部44はこの場合には吸音
板23の上端を岩棚のように覆っている。短脚部44の長さ
はこの場合に吸音板23の突部27の面とほゞ同一平面上に
来るように決められる。FIG. 5 shows another embodiment of the noise prevention wall element 20,
The noise barrier wall element 20 is further formed such that the load bearing plate 42 has an L-shaped cross section. Further, in this embodiment, the sound absorbing plate 23 is joined to the long leg portion 43 by using two dovetail joints with the load bearing plate 42. As the case may be, the intermediate layer 3 is provided between the sound absorbing plate 23 and the long leg portion 43 as in the embodiment of FIGS.
5, 39 can be provided. In this case, the short leg portions 44 of the load bearing plate 42 positioned laterally with respect to the long leg portions 43 cover the upper end of the sound absorbing plate 23 like a rock shelf. In this case, the length of the short leg portion 44 is determined so as to be substantially flush with the surface of the protrusion 27 of the sound absorbing plate 23.
特に、第6図は完成された騒音防止壁要素46を示してい
る。この騒音防止壁要素46はやゞ細長い耐力板47を有
し、その上に幾つかの隣合うように位置された上述の種
類の正方形の吸音板23が固定され、適切な溝/くさび接
合を用いて適切な形に仕上げられている。図示の実施例
において、耐力板47は耐力板47の上に並べて配置された
吸音板23の全幅より広く、このために向かい側の幅の狭
い端部に接する騒音防止壁要素46は吸音板23によって覆
われていない突出端部48を有している。この突出端部48
は対応する支柱部または支持部にある騒音防止壁要素46
を安定させ、従って騒音防止壁要素21または類似物の形
成に役立ち、この点に就いての詳細な後に詳しく説明さ
れる。In particular, FIG. 6 shows the finished noise barrier wall element 46. This noise barrier wall element 46 has a rather elongated load bearing plate 47 on which several adjacent square sound absorbing plates 23 of the type described above are fixed, with a suitable groove / wedge connection. It has been properly shaped and used. In the illustrated embodiment, the load-bearing plates 47 are wider than the entire width of the sound-absorbing plates 23 arranged side by side on the load-bearing plates 47, so that the noise-preventing wall element 46, which is in contact with the narrow end on the opposite side, is It has a protruding end 48 which is not covered. This protruding end 48
Is the noise barrier wall element 46 on the corresponding column or support
To stabilize and thus help in the formation of the noise barrier wall element 21 or the like, which will be explained in more detail later in the description.
第7図乃至第9図は更に大きな騒音防止壁要素49を示し
ており、耐力板50は、並べて配置された多数の吸音板23
から成る2つの重なり合った水平な列51、52が説明済み
の蟻継ぎの方法を用いて耐力板50の上に適切な形で固定
できる様に形成されている。長方形の騒音防止壁要素49
の寸法は直接重なり合って配置された2つの吸音板23に
相当する高さを示すよう決められる。従って、耐力板50
の縦の長い端は吸音板23の何もない水平な端と同一平面
上に来るようになる。また、横幅に関しては、向かい合
う位置にある側面に接する耐力板50は吸音板23を越えて
突出し、突出端部48を形成している。7 to 9 show a larger noise prevention wall element 49, the load bearing plate 50 being a number of sound absorbing plates 23 arranged side by side.
Two overlapping horizontal rows 51, 52 of are formed so that they can be properly secured on the load bearing plate 50 using the described dovetail method. Rectangular noise barrier wall elements 49
The size of is determined so as to show the height corresponding to the two sound absorbing plates 23 which are directly overlapped with each other. Therefore, the load bearing plate 50
The long vertical end of the sound absorbing plate 23 comes to be flush with the empty horizontal end of the sound absorbing plate 23. With regard to the lateral width, the force-bearing plate 50 that is in contact with the side faces at the opposite position projects beyond the sound absorbing plate 23 and forms a projecting end portion 48.
第9図から突出端部48が形成されていることが明らかで
ある。この突出端部48は吸音板23の背面に位置する耐力
板50の領域よりも幾分厚くなっている。これに依って、
吸音板23の横方向の係止、或は列51、52に配置された吸
音板23の溝31またはくさび34の縦方向における結合が行
われる。It is apparent from FIG. 9 that the protruding end portion 48 is formed. The protruding end portion 48 is somewhat thicker than the region of the load bearing plate 50 located on the back surface of the sound absorbing plate 23. Depending on this,
The sound absorbing plate 23 is locked in the horizontal direction, or the grooves 31 or the wedges 34 of the sound absorbing plate 23 arranged in the rows 51 and 52 are connected in the vertical direction.
第10図は第5図と同様な方法でL字形を形成する耐力板
53を示しており、同図の場合の上の列51に位置された吸
音板23の上端を短脚部44が岩棚のように覆っている。FIG. 10 shows a load bearing plate that forms an L-shape in the same manner as in FIG.
53, in which the short legs 44 cover the upper ends of the sound absorbing plates 23 located in the upper row 51 in the case of FIG.
第1、2図の騒音防止壁要素20を構成する場合には、特
に予め形成された溝31を有する組立式の吸音板23の裏面
30を上に向けて騒音防止壁要素20の寸法に一致する型内
に嵌め込み、この型は平らな枠板およびこの枠板の上に
置かれる枠組から出来ている。この様に準備された鋳型
すなわち型は引き続き流動性の普通のコンクリートを使
って造られ、この時にくさび34を形成する場合には型と
一緒に騒音防止壁要素20の全体または流動性の普通のコ
ンクリートの少なくともいずれか一方が揺動され、また
同時に耐力板22と吸音板23とが接合されて、更に流動性
の普通のコンクリートが吸音板23の溝31に流し込まれ
る。必要ならば、普通のコンクリートを注入する前に、
相応する補強手段を型の中に設けることが出来る。In the case of constructing the noise prevention wall element 20 of FIGS. 1 and 2, especially the rear surface of the assembled sound absorbing plate 23 having the preformed groove 31.
The 30 is fitted upwards into a mold which corresponds to the dimensions of the noise barrier wall element 20, the mold being made up of a flat frame plate and a framework placed on this frame plate. The mold or mold thus prepared is subsequently made using flowable plain concrete, at this time together with the mold when forming the wedge 34 the entire noise-preventing wall element 20 or a flowable plain concrete. At least one of the concrete is rocked, and at the same time, the load bearing plate 22 and the sound absorbing plate 23 are joined, and more fluid ordinary concrete is poured into the groove 31 of the sound absorbing plate 23. If necessary, before pouring ordinary concrete,
Corresponding reinforcing means can be provided in the mould.
耐力板22を形成するために、先ず第1に相応する鋳型す
なわち型の中に流動性の普通のコンクリートが注入さ
れ、次いで溝31を有する組立式の吸音板23が前面25を上
に向けて置かれたり、更にこれを交互に行うことが出来
る。また、この場合に、溝31内のくさび34の形成を助け
るために揺動することが出来る。To form the load-bearing plate 22, first, a free-flowing ordinary concrete is poured into a corresponding mold or mold, and then a prefabricated sound-absorbing plate 23 having grooves 31 with its front face 25 facing up. They can be placed or even alternate. Also, in this case, it can be swung to aid in the formation of the wedge 34 in the groove 31.
上述の2つのやり方は第6図乃至第10図に示される騒音
防止壁要素46、49の製造にも適用できる。The two approaches described above can also be applied to the manufacture of the noise protection wall elements 46, 49 shown in FIGS.
第3図に従った騒音防止壁要素20の製造のために、普通
に形成の組立式の耐力板36と組立式の吸音板23を利用で
きる。この場合に、先ず最初に装着される吸音板23の方
を向いた面を有する組立式の耐力板22を上向きにして対
応する鋳型すなわち型の中に嵌め込まれる。次いで、比
較的に流動性で硬化した後に特に堅く固まるセメントま
たはモルタルから成る薄い層が型内に注入され、最後
に、中間層35、39を形成するモルタル層またはコンクリ
ート層が未だ流動性の状態にて前面25を上に向けて吸音
板23を鋳型または型内に設置する。また、必要な場合に
は揺動することによって中間層35、39に接するくさび34
の形成を助けることが出来る。For the production of the noise protection wall element 20 according to FIG. 3, normally constructed prefabricated load bearing plates 36 and prefabricated sound absorbing plates 23 are available. In this case, the assembly type load bearing plate 22 having the surface facing the sound absorbing plate 23 to be mounted first is faced up and fitted into the corresponding mold. Then, a thin layer of cement or mortar, which hardens relatively hard after hardening relatively, is poured into the mould, and finally, the mortar or concrete layer forming the intermediate layers 35, 39 is still in a fluid state. The sound absorbing plate 23 is installed in the mold or the mold with the front surface 25 facing upward. Also, if necessary, the wedge 34 that contacts the intermediate layers 35 and 39 by rocking
Can help the formation of.
同様な方法によって第4図の騒音防止壁要素20を製造す
ることが出来る。しかし、場合によっては型を使用しな
いことが可能で、この場合には凹所40や耐力板38の型縁
部41を用いたり、また吸音板23の溝31を用いたりして、
中間層39を形成するために必要な型が造られ、従って全
く“消失した型”を使って造られる。The noise protection wall element 20 of FIG. 4 can be manufactured in a similar manner. However, in some cases it is possible not to use the mold, in this case using the recess 40 and the mold edge 41 of the load bearing plate 38, or using the groove 31 of the sound absorbing plate 23,
The mold required to form the intermediate layer 39 is made, and thus is made using a totally "lost mold".
第11図乃至第15図には、第1図乃第10図に示される騒音
防止壁要素20、46、49を使用した場合の騒音防止壁21の
実施例が示されている。従って、騒音防止壁21を形成す
るために使用される騒音防止壁要素20、46、49が何も付
設されていない真直ぐな支柱54の間に保持されている。
第11図から特に理解される様に、図示の支柱54は騒音防
止壁要素20、46、49の領域内にて二重T字形の断面を有
し、図示の実施例においては断面は同様にコンクリート
または鉄筋コンクリートを用いて造られている。二重T
字形の断面により形成される支柱54の支持区域56の向か
い合う真直ぐな支持溝55内に騒音防止壁要素46、49の突
出端部48を嵌合して取付固定される。騒音防止壁21の前
面、すなわち吸音板23の方の支柱54の支持区域56の側フ
ランジ57は、視覚上の観点から凡そ過渡的に離される騒
音防止壁21の前面の眺めを形成するために突出端部48に
よって形成される騒音防止壁要素46、49の隣接する2つ
の吸音板23間の空間を大体満たすように形造られてい
る。FIGS. 11 to 15 show an embodiment of the noise barrier 21 when the noise barrier elements 20, 46 and 49 shown in FIGS. 1 to 10 are used. Therefore, the noise barrier wall elements 20, 46, 49 used to form the noise barrier 21 are retained between the unattached straight struts 54.
As can be seen in particular from FIG. 11, the post 54 shown has a double T-shaped cross section in the region of the noise protection wall elements 20, 46, 49, and in the illustrated embodiment the cross section is similar. It is made of concrete or reinforced concrete. Double T
The projecting ends 48 of the noise-barrier wall elements 46, 49 are fitted and fixed in opposite straight support grooves 55 of the support area 56 of the stanchion 54 formed by the V-shaped cross section. The front side of the noise barrier 21, i.e. the side flange 57 of the support area 56 of the post 54 towards the sound absorbing plate 23, forms a view of the front side of the noise barrier 21 which is approximately transitionally separated from a visual point of view. The noise suppressing wall elements 46, 49 formed by the projecting ends 48 are shaped to substantially fill the space between two adjacent sound absorbing plates 23.
第12図にて、支柱54が2つの部材から形成されているこ
と、すなわち支持区域56と台座58から成っていることが
理解できる。支持区域56と台座58の接合は、第13図に示
される二重T字形断面の下部に形成された長方形部分59
によって行われる。この長方形部分59は台座58の相応す
る取付孔60に挿入され、図示の実施例では台座58は土の
中に埋設されている。It can be seen in FIG. 12 that the strut 54 is formed of two members, namely a support area 56 and a pedestal 58. The joint between the support area 56 and the pedestal 58 is a rectangular section 59 formed at the bottom of the double T-shaped cross section shown in FIG.
Done by This rectangular portion 59 is inserted into a corresponding mounting hole 60 in the pedestal 58, which in the illustrated embodiment is embedded in the soil.
第14図は交差するように形成された支柱61を示してい
る。この支柱61は単一構造をなし、台座の中に鋳込んだ
二重T字形の金属性の柱から造られている。第14図に
て、図示の二重T字形の柱63の領域内にある騒音防止壁
要素46、49に隣合う吸音板23間の空間は、吸音板23に相
応するように形成された前面を有する後から取付可能な
図示されていない止め板によって塞ぐことが出来る。FIG. 14 shows the pillars 61 formed to intersect with each other. The pillar 61 has a unitary structure and is made of a double T-shaped metal pillar cast into a pedestal. In FIG. 14, the space between the sound-absorbing plates 23 adjacent to the noise-preventing wall elements 46, 49 in the area of the double T-shaped column 63 shown in FIG. Can be closed by a stop plate (not shown) that can be attached later.
最後に、第15図には、重なり合って配置された騒音防止
壁要素20、46、49間に水平に延びているパッキング64が
示されている。このパッキング64は耐力板22、36、38、
42、47、50、53間に在って、最も簡単な場合に弾力耐久
性を有するゴム状材料を成分とする連続した紐から造ら
れている。Finally, FIG. 15 shows a packing 64 that extends horizontally between the noise barrier wall elements 20, 46, 49 arranged one above the other. This packing 64 is a load bearing plate 22, 36, 38,
Between 42, 47, 50 and 53, it is made from a continuous string of rubber-like material, which in the simplest case is elastic and durable.
第1図はこの発明の構築部材の第1の実施例の垂直断面
図、第2図は第1図の構築部材の平面図、第3図はこの
発明の構築部材の第2の実施例の垂直断面図、第4図は
この発明の構築部材の第3の実施例を垂直断面図、第5
図はこの発明の構築部材の第4の実施例の垂直断面図、
第6図は最も近傍に配置された共通耐力板上の吸音板の
平面図、第7図はこの発明の構築部材の第5の実施例の
横断面図、第8図は第7図の構築部材の平面図、第9図
は第7、8図の構築部材の縦断面図、第10図はこの発明
の構築部材の第6の実施例の横断面図、第11図はこの発
明の構築部材の第2の実施例の支柱を介する接合領域に
ある壁の横断面図、第12図は第11図の支柱の台座の垂直
断面図、第13図は第11、12図の支柱の横断面図、第14図
はこの発明の第2の実施例での構築部材と壁との交差し
た接合部分の横断面図、第15図は互いに重なるよう配置
された2つの構築部材間の継目パッキングの垂直横断面
図である。図中、20、46、49:騒音防止壁要素、21:騒音
防止壁、22、36、38、42、47、50、53:耐力板、23:吸音
板、24:主要本体、25、33、37:前面、26:くぼみ、27:突
部、29:縁部、30:裏面、31:溝、32:側面、34:くさび、3
5、39:中間層、40:凹所、41:型縁部、43:長脚部、44:短
脚部、48:突出端部、51、52:列、54、61:支柱、57:側フ
ランジ、58、62:台座、59:長方形部分、60:取付孔、64:
パッキング。1 is a vertical sectional view of a first embodiment of the building member of the present invention, FIG. 2 is a plan view of the building member of FIG. 1, and FIG. 3 is a second embodiment of the building member of the present invention. Vertical sectional view, FIG. 4 is a vertical sectional view of a third embodiment of the building member of the present invention, FIG.
The drawing is a vertical sectional view of a fourth embodiment of the building member of the present invention,
6 is a plan view of the sound absorbing plate on the common load bearing plate arranged in the nearest position, FIG. 7 is a cross-sectional view of a fifth embodiment of the building member of the present invention, and FIG. 8 is the building of FIG. Fig. 9 is a plan view of the member, Fig. 9 is a longitudinal sectional view of the building member of Figs. 7 and 8, Fig. 10 is a cross-sectional view of a sixth embodiment of the building member of the present invention, and Fig. 11 is a building of the present invention. A cross-sectional view of the wall in the joining region through the struts of the second embodiment of the member, FIG. 12 is a vertical cross-sectional view of the pedestal of the struts of FIG. 11, and FIG. FIG. 14 is a cross-sectional view of a crossing joint between a building member and a wall according to a second embodiment of the present invention, and FIG. 15 is a seam packing between two building members arranged so as to overlap each other. It is a vertical cross-sectional view of FIG. In the figure, 20, 46, 49: noise prevention wall element, 21: noise prevention wall, 22, 36, 38, 42, 47, 50, 53: bearing plate, 23: sound absorbing plate, 24: main body, 25, 33 , 37: front surface, 26: hollow, 27: protrusion, 29: edge, 30: back surface, 31: groove, 32: side surface, 34: wedge, 3
5, 39: Intermediate layer, 40: Recess, 41: Mold edge, 43: Long leg, 44: Short leg, 48: Projecting end, 51, 52: Row, 54, 61: Strut, 57: Side flange, 58, 62: Pedestal, 59: Rectangular part, 60: Mounting hole, 64:
packing.
Claims (2)
接合された耐力板と吸音板とから成り、吸音板の前面に
方形のくぼみ(26)と突部(27)が吸音板の縦方向およ
び横方向に交互に連続して形成されて網状を成し、縦横
の相隣る4ケのくぼみと突部間の中心部が平らで突部よ
りも低く且つくぼみの深さよりも高い位置にある平面
(28)で形成されると共に、くぼみと突部は周囲に延び
る縁部(29)によって取り囲まれると共に縁部が該平面
の水平面上に広がっていることを特徴とする構築部材。1. A sound-absorbing plate, which comprises a load-bearing plate and a sound-absorbing plate joined to each other by dovetail joints on opposite sides, and a rectangular recess (26) and a protrusion (27) are formed in the longitudinal and lateral directions of the sound-absorbing plate. A plane that is formed continuously in alternating directions and forms a net-like shape, with the center of the space between four adjacent vertical and horizontal dents and the projection being flat and lower than the projection and higher than the depth of the dent. (28) A construction member, characterized in that it is formed by (28), and the recess and the projection are surrounded by a peripherally extending edge (29) and the edge extends on a horizontal plane of the plane.
たことを特徴とする請求項1記載の構築部材。2. The building member according to claim 1, wherein the load bearing plate and the sound absorbing plate are joined via an intermediate layer.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19873728103 DE3728103A1 (en) | 1987-08-22 | 1987-08-22 | Structural element and process for the production of the same |
DE3728103.8 | 1987-08-22 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0194136A JPH0194136A (en) | 1989-04-12 |
JPH0721214B2 true JPH0721214B2 (en) | 1995-03-08 |
Family
ID=6334308
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63203711A Expired - Lifetime JPH0721214B2 (en) | 1987-08-22 | 1988-08-18 | Construction material |
Country Status (3)
Country | Link |
---|---|
JP (1) | JPH0721214B2 (en) |
DE (1) | DE3728103A1 (en) |
IT (1) | IT1226746B (en) |
Families Citing this family (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GR1001245B (en) * | 1992-05-08 | 1993-06-30 | Ioannis Katsaounidis | Cellular insulating plates made of (non-drawn) swollen polysterine. |
FR2773566B1 (en) * | 1998-01-15 | 2000-04-07 | Sud Prefac | CONSTRUCTION ELEMENT FOR THE CONSTRUCTION OF AN ANTI-NOISE WALL, MADE OF A CONCRETE-LIKE MATERIAL OR THE LIKE |
DE10046407B4 (en) * | 2000-09-18 | 2011-02-17 | Sven Obernolte | Process for producing a formwork element made of fiber cement |
FR2837508B1 (en) * | 2002-03-19 | 2005-06-24 | Ecole Polytech | ANTI-NOISE WALL |
KR20040003518A (en) * | 2002-07-03 | 2004-01-13 | 박성현 | United light-weight concrete panel and manufacturing method thereof |
AU2003901351A0 (en) * | 2003-03-24 | 2003-04-03 | Judi Collier | Composite building block having moisture barrier and insulation element |
EP1655722A1 (en) * | 2003-08-07 | 2006-05-10 | Babcock-Hitachi Kabushiki Kaisha | Duct wall structure |
EP1720153A1 (en) * | 2004-02-13 | 2006-11-08 | Japan Science and Technology Agency | Silencer for passage |
CA2611542C (en) * | 2006-04-27 | 2014-01-07 | Masao Suzuki | Sound insulating device |
AT12599U1 (en) * | 2009-09-30 | 2012-08-15 | Brunbauer Wolfgang Dipl Ing | SOUND ABSORBER DEVICE |
AT526859B1 (en) * | 2023-06-15 | 2024-08-15 | Deltabloc Int Gmbh | SOUNDPROOFING ELEMENT |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE7800330U1 (en) * | 1979-11-29 | Fischer, Karl, 2900 Oldenburg | ||
DE7801086U1 (en) * | 1978-01-16 | 1978-05-11 | Gummi Stricker, Paul H. Stricker Kg, 4400 Muenster | SOUND-SOUND DISK |
DE3012071A1 (en) * | 1980-03-28 | 1981-10-01 | Karl 5249 Hamm Rische | Sound insulating concrete type building slab - has readily replaceable non-combustible dense mineral wool panel to seal chamber |
DE3100740A1 (en) * | 1981-01-13 | 1982-08-19 | dabau ebg gmbh, 7521 Forst | Sound-proof wall |
DE8302935U1 (en) * | 1983-02-03 | 1983-07-14 | Rische, Karl, 5249 Hamm | SOUND ABSORBING PANEL |
DE8511785U1 (en) * | 1985-04-20 | 1985-07-18 | Bilfinger + Berger Bauaktiengesellschaft, 6800 Mannheim | Wall element of a noise protection wall |
DE8536808U1 (en) * | 1985-11-08 | 1987-03-12 | Hans Graf Bauunternehmung GmbH + Co KG, 5047 Wesseling | Noise barrier |
DE8531578U1 (en) * | 1985-11-08 | 1986-05-07 | Hans Graf Bauunternehmung GmbH + Co KG, 5047 Wesseling | Noise protection system |
-
1987
- 1987-08-22 DE DE19873728103 patent/DE3728103A1/en active Granted
-
1988
- 1988-08-18 JP JP63203711A patent/JPH0721214B2/en not_active Expired - Lifetime
- 1988-08-19 IT IT8821725A patent/IT1226746B/en active
Also Published As
Publication number | Publication date |
---|---|
IT1226746B (en) | 1991-02-05 |
DE3728103C2 (en) | 1993-07-15 |
DE3728103A1 (en) | 1989-03-02 |
JPH0194136A (en) | 1989-04-12 |
IT8821725A0 (en) | 1988-08-19 |
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