JPH0366856A - Suspension support structure for ceilings in buildings - Google Patents
Suspension support structure for ceilings in buildingsInfo
- Publication number
- JPH0366856A JPH0366856A JP1201244A JP20124489A JPH0366856A JP H0366856 A JPH0366856 A JP H0366856A JP 1201244 A JP1201244 A JP 1201244A JP 20124489 A JP20124489 A JP 20124489A JP H0366856 A JPH0366856 A JP H0366856A
- Authority
- JP
- Japan
- Prior art keywords
- ceiling
- floor
- support member
- support structure
- concrete
- 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.)
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Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は、建築物における天井部の吊下支持構造に関
し、さらに詳しくは、鉄骨、鉄筋コンクリート構造の建
築物において、金属鋼板を成形してなるコンクリート型
枠板を用いた上階側床部の下面に、下階側天井部を吊下
支持させて構成する天井部の吊下支持構造の改良、特に
、上階側の床部で生ずる振動音、衝撃音などの騒音を下
階側の天井部に伝達しないように改善した防音性、遮音
性を有する天井部の吊下支持構造の改良に係るものであ
る。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a suspension support structure for a ceiling in a building, and more specifically, in a building with a steel frame or reinforced concrete structure, the suspension support structure is formed by molding a metal steel plate. Improvements in the suspension support structure of the ceiling, which consists of suspending and supporting the lower floor ceiling on the lower surface of the upper floor using concrete formwork boards, especially for vibrations that occur in the upper floor. This invention relates to an improvement in a suspension support structure for a ceiling part that has improved soundproofing and sound insulation properties so that noise such as sound and impact noise is not transmitted to the ceiling part on the lower floor side.
(従来の技術)
鉄骨、鉄筋コンクリート構造による建築物において、上
階側床部の下面に金属鋼板を成形してなるコンクリート
型枠板を残し、このコンクリート型枠板に対して、下階
側天井部を吊下支持させるようにした天井部の吊下支持
構造として、従来。(Prior art) In a building with a steel frame or reinforced concrete structure, a concrete form board made of a metal steel plate is left on the underside of the floor on the upper floor, and the ceiling part on the lower floor is attached to the concrete form board. Conventionally, this is a suspension support structure for a ceiling part that is suspended and supported.
第7図および第8図に示す構成が提案されている。The configurations shown in FIGS. 7 and 8 have been proposed.
こ\で、第7図は従来例による天井部の吊下支持構造の
概要構成を模式的に表わした断面図であり、また、第8
図(a) 、 (b)は同上吊下支持構造に適用される
金属鋼板製のコンクリート型枠板を取り出して示す斜視
図および断面図である。Here, FIG. 7 is a cross-sectional view schematically showing the general configuration of a ceiling suspension support structure according to a conventional example, and FIG.
Figures (a) and (b) are a perspective view and a cross-sectional view showing a concrete form board made of metal steel plate applied to the above suspension support structure.
すなわち、これらの第7図、第8図従来例構造において
、布板を兼ねるコンクリート型枠板(以下、11.に型
枠板とも呼ぶ)(1)は、金属鋼板を成形加工すること
により、長手方向に沿い相互に平行して複数条の補強突
条部(2)を横断面三角形状に下方へ向は襞折りすると
共に、長手方向の両側部に隣接相互間で係着し得る係合
部(3) 、 (4)を、また、同両端部に平坦部(5
) 、 (5)をそれぞれに設けて形成される。That is, in the conventional structures shown in FIGS. 7 and 8, the concrete form board (hereinafter also referred to as form board in 11.) (1), which also serves as a fabric board, is formed by forming a metal steel plate. A plurality of reinforcing protrusions (2) are folded in parallel to each other along the longitudinal direction so as to have a triangular cross section in a downward direction, and an engagement that can be engaged between adjacent sides on both sides in the longitudinal direction. parts (3) and (4), and flat parts (5) at both ends thereof.
) and (5) respectively.
しかして、建築物の構築に際しては、鉄骨、鉄筋を含ん
で垂直方向に打設構成したコンクリート主柱部(6)か
ら、水平方向に延長された鉄骨部。Therefore, when constructing a building, the steel frame section extends horizontally from the concrete main column section (6), which includes steel frames and reinforcing bars and is cast in the vertical direction.
こ)では、Immなどの梁部材(7) 、 (7)の相
互間に対して、前記金属鋼板製のコンクリート型枠板(
1)の両端の各平坦部(5) 、 (5)を引掛は係止
すると共に、隣接する両側の各係合部(3) 、 (4
)を相互に係着して敷設させ、この型枠板(1)をコン
クリート型枠としての床部型枠の一部に利用し、かつ同
型枠板(1)の上部にも適宜に鉄筋などを配筋させ、こ
の状態でコンクリートを打設することによって、それぞ
れに壁部(8)および床部(9)などのコンクリート躯
体部を構成させており、そして、この構成の場合、前記
コンクリート型枠板(1)については、これを床部(9
)の下面に残したま)にしておき、その後の内装時にあ
って、この残された型枠板(1)に対して、金属からな
る複数本の支持ボルト(lO)を上端部で溶着固定して
吊下させ、これらの各支持ボルト(10)により、天井
部(11〉を直接、支持させるようにしている。In this case, the concrete form board made of the metal steel plate (
The hook locks each flat part (5), (5) at both ends of 1), and each engaging part (3), (4) on adjacent both sides.
) are attached to each other and laid, and this formwork board (1) is used as a part of the floor formwork as concrete formwork, and the upper part of the formwork board (1) is also fitted with reinforcing bars, etc. as appropriate. By arranging reinforcement and pouring concrete in this state, concrete body parts such as the wall part (8) and the floor part (9) are constructed respectively. For the frame board (1), connect it to the floor part (9
), and during subsequent interior decoration, multiple metal support bolts (lO) are welded and fixed at the upper end to the remaining formwork board (1). The ceiling part (11) is directly supported by each of these support bolts (10).
しかしながら、前記のような従来例構成による天井部の
吊下支持構造の場合には、金属鋼板製のコンクリート型
枠板(1)に関して、これがコンクリート躯体部を構成
する上階側の床部(9)の下面に直接、接触した状態で
残され、かつまた、このコンクリート型枠板(υに直接
、溶着した金属からなる複数本の支持ボルト(lO)を
用いることで、下階側の天井部(11)を直接、吊下支
持させるようにしており、このように上階側の床部(9
)と下階側の天井部(11)との両者間を、比較的音響
などの振動の伝達性の良好な各金属部材によって連繋さ
れているために、上階側の床部(9)で発生する振動音
、衝撃音などの騒音を、ストレートに下階側の天井部に
伝達されるという好ましくない問題点があった。However, in the case of the suspension support structure for the ceiling part having the conventional configuration as described above, the concrete form board (1) made of metal steel plate is attached to the floor part (9) on the upper floor side that constitutes the concrete frame part. ), and by using multiple support bolts (lO) made of metal welded directly to the concrete form board (υ), the ceiling on the lower floor side (11) is directly suspended and supported, and in this way, the upper floor (9
) and the ceiling (11) on the lower floor are connected by metal members that have relatively good transmission of sound and vibration, so the floor (9) on the upper floor There was an undesirable problem in that the noise generated, such as vibration noise and impact noise, was transmitted straight to the ceiling on the lower floor.
この発明は、従来のこのような問題点を改善しようとす
るものであって、その目的とするところは、上階側の床
部の下面に残された金属鋼板製のコンクリート型枠部材
に対し、同様に金属製の複数本の支持ボルトを用いて、
下階側の天井部を吊下支持させる場合、上階側の床部で
生ずる騒音を下階側の天井部に伝達させないようにした
。この種の建築物における天井部の吊下支持構造を提供
することである。This invention attempts to improve these conventional problems, and its purpose is to remove the concrete formwork members made of metal steel plates left on the lower surface of the floor on the upper floor. , similarly using multiple metal support bolts,
When the ceiling on the lower floor is suspended and supported, the noise generated on the floor on the upper floor is prevented from being transmitted to the ceiling on the lower floor. The object of the present invention is to provide a suspension support structure for a ceiling in this type of building.
〔0!題を解決するための手段〕
前記目的を達成させるために、この発明に係る建築物に
おける天井部の吊下支持構造は、上階側の床部と下階側
の天井部とを連結する支持゛手段として、上部支持部材
と、この上部支持部材に振動吸収部材を介して結合させ
た下部支持部材からなる取付は支持体を用い、床部の下
面に残された金属鋼板製のコンクリート型枠部材に対し
ては、上部支持部材を、天井部に対しては、下部支持部
材をそれぞれに係着固定して支持させるようにしたもの
である。[0! Means for Solving the Problem] In order to achieve the above object, the suspension support structure for the ceiling in a building according to the present invention includes a support that connects the floor on the upper floor and the ceiling on the lower floor.゛The installation consists of an upper support member and a lower support member connected to the upper support member via a vibration absorbing member, and a support is used to install the concrete formwork made of metal steel plates left on the underside of the floor. The member is supported by an upper support member, and the ceiling part is supported by a lower support member.
すなわち、この発明は、上部支持部材、およびこの上部
支持部材に振動吸収部材を介して結合させた下部支持部
材からなる取付は支持体を設け、上階側の床部の下面に
残された金属鋼板製のコンクリート型枠部材に対して、
前記上部支持部材を係着固定して吊下させると共に、前
記下部支持部材の下端部に下階側の天井部を係着固定し
て支持させるようにしたことを特徴とする建築物におけ
る天井部の吊下支持構造である。That is, the present invention provides a support for mounting the upper support member and the lower support member coupled to the upper support member via the vibration absorbing member, and removes any metal remaining on the lower surface of the floor on the upper floor. For concrete formwork members made of steel plates,
A ceiling portion in a building characterized in that the upper support member is fixedly attached and suspended, and the ceiling portion on the lower floor side is fixedly attached to and supported by the lower end portion of the lower support member. This is a suspended support structure.
〔作 用)
すなわち、この発明においては、上部支持部材と、この
上部支持部材に振動吸収部材を介して結合させた下部支
持部材からなる取付は支持体を用い、上部支持部材を上
階側の床部の下面に残された金属鋼板製のコンクリート
型枠部材から吊下させ、かつ下部支持部材によって下階
側の天井部を支持させるようにしているので、上階側の
床部で生ずる振動音、衝撃音などの振動を、これらの上
部、下部の各支持部材間に介在された振動吸収部材によ
って吸収され、上階側の床部の振動を下階側の天井部に
直接、伝達させる惧れかない。[Function] That is, in this invention, the upper support member and the lower support member coupled to the upper support member via the vibration absorbing member are mounted using a support body, and the upper support member is attached to the upper floor side. The structure is suspended from the concrete formwork made of metal steel plates left on the underside of the floor, and the ceiling on the lower floor is supported by the lower support member, so vibrations that occur on the floor on the upper floor are suppressed. Vibration such as sound and impact noise is absorbed by the vibration absorbing member interposed between the upper and lower support members, and the vibrations of the floor on the upper floor are directly transmitted to the ceiling on the lower floor. I'm not afraid.
(実 施 例)
以下、この発明に係る建築物における天井部の吊下支持
構造の実施例につき、第1図ないし第6図を参照して詳
細に説明する。(Embodiments) Hereinafter, embodiments of the hanging support structure for a ceiling in a building according to the present invention will be described in detail with reference to FIGS. 1 to 6.
第1図はこの発明の一実施例を適用した天井部の吊下支
持構造の概要構成を模式的に示す横断面図であり、また
、第2図は同上吊下支持構造に適用される金属鋼板製の
コンクリート型枠板を取り出して示す斜視図、第3図は
第1図m−m線部を拡大して示す縦断面図であり、第4
図は他の実施例を示す断面図、さらに、第5図および第
6図は吊下支持構造における上部、下部の各支持部材相
互間の結合部の他の実施例をそれぞれに示す断面図であ
る。FIG. 1 is a cross-sectional view schematically showing the general structure of a ceiling suspension support structure to which an embodiment of the present invention is applied, and FIG. FIG. 3 is a perspective view showing a concrete form board made of steel plate taken out; FIG.
The figure is a sectional view showing another embodiment, and FIGS. 5 and 6 are sectional views showing other embodiments of the connection between the upper and lower support members in the suspended support structure. be.
すなわち、第1図ないし第3図に示す一実施例構成にお
いても、布板を兼ねるコンクリート型枠板(以下、単に
型枠板とも呼ぶ)(21)は、金属鋼板を成形加工する
ことにより、長平方向に沿い相互に平行して複数条の補
強突条部(22)を横断面三角形状に下方へ向は襞折り
すると共に、長手方向の両側部に隣接相互間で係着し得
る係合部(23)。That is, even in the configuration of the embodiment shown in FIGS. 1 to 3, the concrete form board (hereinafter simply referred to as form board) (21) that also serves as a cloth board is formed by forming a metal steel plate. A plurality of reinforcing protrusions (22) are folded downward in a triangular cross-section in parallel to each other along the longitudinal direction, and are engaged with each other on both sides of the longitudinal direction. Section (23).
(24)を形成したもので、この実施例の場合9両端部
については、全体の強度などを効果的に保持させるため
に、あらためて平坦化させてはおらず、かつ型枠面の所
要箇所には、次に述べる通りに、取付は支持体の上部支
持部材を挿通して係止させるためのスリット切り込み部
(25)を、それぞれ放射状方向に切り込んで形成しで
ある。(24), and in this example, both ends of 9 are not flattened again in order to effectively maintain the overall strength, and the required places on the formwork surface are not flattened. As described below, the mounting is performed by cutting slits (25) in the radial direction for inserting and locking the upper support member of the support body.
また、取り付は支持体(31)は、上端部に上部取付は
部となる上部ボルト部(33)、下端部に底部中心が開
口する筒状の包持部(34)をそれぞれに形成した上部
支持部材(32)と、上端部に大径のフランジ部(36
)、下端部に下部取付は部となる下部ボルト部(37)
をそれぞれに形成した下部支持部材(35)とを有し、
上部支持部材(32)の包持部(34)内に下部支持部
材(35)のフランジ部(36)を直接、接触させずに
挿入させると共に、同包持部(34)内に、緩衝性を有
するゴム材料、または合成樹脂材料などを用いた振動吸
収部材(38)を充填成形させることにより、この振動
吸収部材(38)を介し包持部(34)とフランジ部(
36)とを全一体内に結合させて構成する。In addition, the support body (31) has an upper bolt part (33) at its upper end that serves as an upper mounting part, and a cylindrical holding part (34) with an opening at the bottom center at its lower end. An upper support member (32) and a large diameter flange portion (36) at the upper end.
), the lower bolt part (37) is attached to the lower end.
and lower support members (35) each formed with a lower support member (35),
The flange part (36) of the lower support member (35) is directly inserted into the enveloping part (34) of the upper support member (32) without contacting it, and the enveloping part (34) is provided with a cushioning material. By filling and molding a vibration absorbing member (38) using a rubber material or a synthetic resin material, the enclosing portion (34) and the flange portion (
36) are combined into one whole.
しかして、建築物の構築に際しては、鉄骨、鉄筋を含ん
で垂直方向に打設構成したコンクリート主柱部(42)
から、水平方向に延長された鉄骨部。Therefore, when constructing a building, the concrete main column (42), which includes steel frames and reinforcing bars, is cast vertically.
A steel section extending horizontally from
こ)では、I型鋼などの梁部材(43) 、 (43)
の相互間に対して、前記金属鋼板製のコンクリート型枠
板(21)の両端部を引掛は係止し、隣接する両側の各
係合部(23) 、 (24)を相互に係着してそれぞ
れに敷設させると共に、板面部の各スリット切り込み部
(25)に、各取付は支持体(31)のうち、一方の各
上部支持部材(32)での上部ボルト部(33)側を下
方からそれぞれに挿通させて、ナツト(33a) 、
(33b)により止着させた状態にしておき、このよう
にして型枠板(21)をコンクリート型枠としての床部
型枠の一部に利用し、かつその上部にも適宜に鉄筋など
を配筋させた上で、公坤のように上方からコンクリート
を流し込んで打設することにより、それぞれにを部(4
4)および床部(45)などのコンクリ−ト躯体部(4
1)を構成させる。In this case, beam members such as I-type steel (43), (43)
The hooks lock both ends of the concrete form board (21) made of metal steel plate between each other, and each of the adjacent engaging portions (23) and (24) on both sides are connected to each other. At the same time, the upper bolt part (33) side of one of the upper support members (32) of the support body (31) is laid downward in each slit notch (25) of the plate surface part. Insert the nut (33a) into each of the nuts (33a),
(33b), and in this way, the formwork plate (21) is used as a part of the floor formwork as a concrete formwork, and reinforcing bars etc. are placed on the top of it as appropriate. After arranging the reinforcement, concrete is poured from above and placed as in Kokon.
4) and concrete body parts (45) such as floor parts (45).
1) is configured.
イ乃って、このようにコンクリート躯体部(41)を構
成した状態では、前記コンクリート型枠板(21)が床
部(45)の下面に残されて、その上部側に一部突出さ
れるそれぞれの各上部支持部材(32)での上部ボルト
部(33)の上端部を、ナツト(33a)と−緒にコン
クリート内に埋め込まれて係着され、かつこれらの各上
部支持部材(32)に振動吸収部材(37)を介して一
体化された下部支持部材(35)、ひいては各取付は支
持体(31)を、このコンクリート型枠板(21)から
下方に吊下されることになる。In other words, when the concrete frame part (41) is constructed in this way, the concrete form board (21) is left on the lower surface of the floor part (45), and a part of it protrudes from the upper side. The upper end of the upper bolt part (33) of each upper support member (32) is embedded and fixed in concrete together with a nut (33a), and each of these upper support members (32) The lower support member (35) integrated with the vibration absorbing member (37) through the vibration absorbing member (37), and by extension the support body (31) for each installation, will be suspended downward from this concrete form board (21). .
また、その後の内装時、こ)では、天井部(51)の張
り込み時にあって、前記各取付は支持体(31)での下
部支持部材(35)の下部ボルト部(37)に対し、例
えば、下方両側部にそれぞれ取付はフランジ部(52a
) 、 (52a)を有して横断面ハツト形に形成され
た各天井取付は桟(52)を、それぞれにナツト(37
a)により止着させると共に、隣接する各取付はフラン
ジ部(52a) 、 (52a)の相互間に木毛板(5
3)などを架は渡した上で、これらの各取付はフランジ
部(52a) 、 (52a)に止め釘(55)などで
天井板(54)を張り込む、つまり、下部支持部材(3
5)によって天井部(51)を吊下支持させるのである
。Further, during the subsequent interior decoration process, in this case, when the ceiling part (51) is installed, each of the above-mentioned attachments is performed on the lower bolt part (37) of the lower support member (35) on the support body (31), for example. , the flange parts (52a
), (52a), each ceiling mount formed in the form of a hat in cross section has a crosspiece (52) and a nut (37) in each case.
a), and each adjoining attachment has a wood wool board (5
3), etc., and then attach the ceiling plate (54) to the flange portions (52a) and (52a) with nails (55), etc. In other words, the lower support member (3)
5) allows the ceiling portion (51) to be suspended and supported.
従って、この実施例構造においては、上部支持部材(3
2)と、この上部支持部材(32〉の包持部(34)内
に振動吸収部材(38)を介してフランジ部(36)を
埋め込み結合させた下部支持部材(35)とからなる取
付は支持体(31)を用いて、上部支持部材(32)の
上部ボルト部(33)を上階側の床部(45)の下面に
残された金属鋼板製のコンクリート型枠部材(21)に
固定して吊下させ、かつ下部支持部材(35)の下部ボ
ルト部(37)によって、下階側の天井部(51)の取
付は桟(52)を取付は支持させるようにしたから、上
階側の床部(45)で生ずる振動音、衝撃音などの振動
を、これらの上部、下部の各支持部材(32)。Therefore, in this embodiment structure, the upper support member (3
2) and a lower support member (35) in which the flange part (36) is embedded and connected to the enveloping part (34) of the upper support member (32> via the vibration absorbing member (38)). Using the support (31), attach the upper bolt part (33) of the upper support member (32) to the concrete formwork member (21) made of metal steel plate left on the lower surface of the floor part (45) on the upper floor. It is fixed and suspended, and the ceiling part (51) on the lower floor side is mounted by supporting the crosspiece (52) by the lower bolt part (37) of the lower support member (35). The upper and lower support members (32) absorb vibrations such as vibration sounds and impact sounds generated on the floor (45) on the floor side.
(35)間に介在された振動吸収部材(38)によって
効果的に吸収できるもので、この結果、上階側の床部(
45)で生ずる振動、ひいては騒音が下階側の天井部(
51)に直接、伝達される惧れを解消し得るのである。(35) can be effectively absorbed by the vibration absorbing member (38) interposed between the vibration absorbing members (38), and as a result, the upper floor (
45), the vibrations and noise caused by the lower floor ceiling (
51) can be eliminated.
第4図に示すものは、本発明の別の実施例であって、取
付は部である上部ボルト部(33)をはズ全長に亘って
上部支持部材(32)に形成したものである。この上部
支持部材(32)にはコンクリート型枠板(21〉上部
、及びコンクリート躯体部(41)の上部に、それぞれ
ナツト(33a)と(61)とが突出するように配設さ
れ、かつ、前記上部支持部材(32)の下端部のボルト
部と螺合するように包持部(34)の上端部に酸ネジ部
(62)が設けられ、この包持部(34)内に、他方か
ら延出したフランジ部(36)が嵌挿されると共に、前
記包持部(34)内には、振動吸収性を有するゴム材料
、または合成樹脂材料が充填固化され、この固化された
振動吸収部材(38)を介し、前記フランジ部(36)
が包持部(34)内で隔離状態に支持される構成とした
ものである。このように構成されることで、作業時にコ
ンクリート型枠板(21)に対し、上からでも下からで
も上部支持部材(32)を挿入固定することが出来、し
かもナツト(61)は、差し筋とほぼ同様の作用を奏し
得て便利である。また、包持部(34)が上部支持部材
とは別体となっているため、狭い空間内での作業性が非
常によい。FIG. 4 shows another embodiment of the present invention, in which an upper bolt part (33), which is an attachment part, is formed on the upper support member (32) over the entire length of the bolt. Nuts (33a) and (61) are disposed on the upper support member (32) so as to protrude from the upper part of the concrete form board (21) and the upper part of the concrete body part (41), respectively, and An acid threaded portion (62) is provided at the upper end of the wrapping portion (34) so as to be screwed into the bolt portion at the lower end of the upper support member (32). A flange portion (36) extending from the flange portion (36) is fitted into the holding portion (34), and a rubber material or a synthetic resin material having vibration absorbing properties is filled and solidified, and the solidified vibration absorbing member (38) through the flange portion (36)
are supported in an isolated state within the holding part (34). With this configuration, the upper support member (32) can be inserted and fixed to the concrete form board (21) from above or below during work, and the nut (61) It is convenient because it has almost the same effect as . Further, since the holding part (34) is separate from the upper support member, workability in a narrow space is very good.
なお、前記第1図ないし第4図に示す実施例では、取付
は支持体(31)において、その上部支持部材(32)
の包持部(34)内に、振動吸収部材(38)を介して
下部支持部材(35)のフランジ部(36)を埋め込ん
で結合させるようにしているを、第5図に示すように、
上部支持部材(32)の下端フック部(32a)に、振
動吸収ブロック(38a)を介して下部支持部材(35
)の上端フック部(35a)を係合させるようにすると
か、あるいはまた、第6図に示すように、上部支持部材
(32)の下端フック部(32a)と下部支持部材(3
5)の上端フック部(35a)とにそれぞれ振動吸収チ
ューブ(38b) 、 (38b)を嵌挿させておき、
これらの下端、上端の各フック部(32a) 、 (3
5a)での各振動吸収チューブ(38b) 、 (38
b)の相互を係合させるようにしてもよく、同様な作用
、効果が得られるもので、必ずしもその係合の態様に拘
束されない。In the embodiments shown in FIGS. 1 to 4, the attachment is carried out on the support (31) and the upper support member (32).
As shown in FIG.
The lower end hook portion (32a) of the upper support member (32) is connected to the lower support member (35) via the vibration absorbing block (38a).
), or alternatively, as shown in FIG.
5) Insert the vibration absorption tubes (38b) and (38b) into the upper end hook part (35a), respectively,
Each hook part (32a), (3
Each vibration absorption tube (38b), (38
(b) may be made to engage with each other, and similar actions and effects can be obtained, and the mode of engagement is not necessarily restricted.
また、前記実施例においては、特定の形状に戒形された
コンクリート型枠板を用いる場合について述べたを、同
様な用途に供する型枠板であればどのようなものであっ
てもよく、さらに、型枠板および天井部に対する取付は
支持体での上部、下部の各支持部材の係着態様について
も、例えば、第3図に二点鎖線で示した如く、上部支持
部材の上端部を屈曲させて係着させるようにしてもよい
もので、この点に関し何らの限定をも受けないことは勿
論である。Further, in the above embodiments, a concrete form board shaped into a specific shape was used, but any form board serving a similar purpose may be used. For attachment to the formwork board and ceiling, the upper and lower support members may be attached to the support body by bending the upper end of the upper support member, for example, as shown by the two-dot chain line in Fig. 3. It goes without saying that there are no limitations in this regard, and the device may be attached in a fixed manner.
以上詳述したように、この発明によるときは、上部支持
部材と、この上部支持部材に振動吸収部材を介して結合
させた下部支持部材とからなる取付は支持体を設けて、
上階側の床部の下面に残された金属鋼板製のコンクリー
ト型枠部材に対し、上部支持部材を係着固定して吊下さ
せると共に、下部支持部材の下端部に下階側の天井部を
係着固定して支持させるように構成したから、上階側の
床部で生ずる振動音、衝撃音などの好ましくない振動、
つまり、騒音をこれらの上部、下部の各支持部材間に介
在させた振動吸収部材によって吸収できるもので、下階
側の室内における効果的かつ良好な騒音防止をなし得る
利点があり、しかも、構造的には、取付は支持体を構成
する上下の支持部材間にあって、単に振動吸収部材を介
在させるだけの簡単な手段を講するのみであるから、極
めて容易に実施できるなどの優れた特長を有するもので
ある。As detailed above, according to the present invention, the attachment consisting of the upper support member and the lower support member coupled to the upper support member via the vibration absorbing member is achieved by providing a support body,
The upper support member is fixed and suspended from the metal steel plate concrete formwork member left on the lower surface of the floor on the upper floor, and the lower end of the ceiling on the lower floor is attached to the lower end of the lower support member. Because it is structured so that it is fixed and supported, undesirable vibrations such as vibration noise and impact noise generated on the floor of the upper floor,
In other words, noise can be absorbed by the vibration absorbing member interposed between the upper and lower support members, which has the advantage of effectively and well preventing noise in the room on the lower floor. In particular, it has excellent features such as being extremely easy to install, as it can be mounted by simply interposing a vibration absorbing member between the upper and lower support members that make up the support body. It is something.
第1図はこの発明の一実施例を適用した天井部の吊下支
持構造の概要構成を模式的に示す横断面図、第2図は同
上吊下支持構造に適用される金属鋼板製のコンクリート
型枠板を取り出して示す斜視図、第3図は第1図m−m
線部を拡大して示す縦断面図、第4図は別の実施例を示
す断面図、第5図および第6図は吊下支持構造における
上部。
下部の各支持部材相互間の結合部の他の実施例をそれぞ
れに示す断面図であり、また、第7図は従来例による天
井部の吊下支持構造の概要構成を模式的に表わした断面
図、第8図(a) 、 (b)は同上吊下支持構造に適
用される金属鋼板製のコンクリート型枠板を取り出して
示す斜視図および断面図である。
(21)・・・・コンクリート型枠板。
(22・・・・補強突条部、(23)、 (24)・・
・・係合部、25・・・・切り込み部。
31・・・・取り付は支持体、
32・・・・上部支持部材、
33・・・・上部ボルト部、
:]3a) 、 (33b) ” ・・ナツト、(34
) −−−−包持部、35)・・・・下部支持部材、(
36)・・・・フランジ部、(37)・・・・下部ボル
ト部、(37a)・・・・ナツト、(38、(38a)
、 (38b) ” ”振動吸収部材。
41・・・・コンクリート躯体部、
42・・・・主柱部、 (43)・・・・梁部材、
44・・・・壁部、 (45)・・・・床部。
51・・・・天井部、 (52)・・・・取付は桟、
52a)・・・・フランジ部、
53〉・・・・木毛板、 (54)・・・・天井板
、55)・・・・止め釘。 (61)・・・・ナツ
ト、(62)・・・・雌ネジ部。Fig. 1 is a cross-sectional view schematically showing the general configuration of a ceiling suspension support structure to which an embodiment of the present invention is applied, and Fig. 2 is a concrete cross-sectional view of a metal steel plate applied to the same suspension support structure. A perspective view showing the form board taken out, Figure 3 is from Figure 1 m-m
FIG. 4 is a cross-sectional view showing another embodiment, and FIGS. 5 and 6 are an upper part of the suspension support structure. FIG. 7 is a cross-sectional view showing other embodiments of the joints between the lower supporting members, and FIG. 7 is a cross-sectional view schematically showing the general structure of a conventional ceiling suspension support structure Figures 8(a) and 8(b) are a perspective view and a cross-sectional view showing a concrete form plate made of metal steel plate applied to the above suspension support structure. (21) Concrete form board. (22... Reinforcement protrusion, (23), (24)...
...Engagement part, 25...Notch part. 31...Mounting to support body, 32...Upper support member, 33...Upper bolt part, :]3a), (33b)''...Nut, (34
) ----Holding part, 35)...lower support member, (
36)...Flange part, (37)...Lower bolt part, (37a)...Nut, (38, (38a)
, (38b) "" Vibration absorbing member. 41... Concrete body part, 42... Main column part, (43)... Beam member,
44...Wall part, (45)...Floor part. 51...Ceiling part, (52)...Mounting with crosspiece,
52a)...Flange part, 53>...Wood wool board, (54)...Ceiling board, 55)...Peg. (61)...Nut, (62)...Female screw part.
Claims (5)
収部材を介して結合させた下部支持部材からなる取付け
支持体を設け、上階側の床部の下面に残された金属鋼板
製のコンクリート型枠部材に対して、前記上部支持部材
を係着固定して吊下させると共に、前記下部支持部材の
下端部に下階側の天井部を係着固定して支持させるよう
にしたことを特徴とする建築物における天井部の吊下支
持構造。(1) A mounting support consisting of an upper support member and a lower support member connected to the upper support member via a vibration absorbing member is provided, and the concrete made of metal steel plates left on the lower surface of the floor on the upper floor side is installed. The upper support member is fixed and suspended from the formwork member, and the ceiling on the lower floor side is fixed and supported by the lower end of the lower support member. A suspended support structure for the ceiling of a building.
は合成樹脂材料であることを特徴とする請求項1に記載
の建築物における天井部の吊下支持構造。(2) The suspension support structure for a ceiling portion of a building according to claim 1, wherein the vibration absorbing member is made of a rubber material or a synthetic resin material having cushioning properties.
た包持部によつて、振動吸収部材を包持させたことを特
徴とする請求項1または2の何れかに記載の建築物にお
ける天井部の吊下支持構造。(3) The building according to claim 1 or 2, characterized in that the vibration absorbing member is held by a holding part extending from either the upper or lower supporting member. A suspension support structure for the ceiling of an object.
枠部材に対して係着固定して吊下させるようにしたこと
を特徴とする請求項1、2または3の何れかに記載の建
築物における天井部の吊下支持構造。(4) The construction according to any one of claims 1, 2, or 3, wherein the upper support member has its upper end fixedly attached to the concrete formwork member so as to be suspended therefrom. A suspension support structure for the ceiling of an object.
体部の上面迄突出しているようにしたことを特徴とする
請求項1、2または3の何れかに記載の建築物における
天井部の吊下支持構造。(5) The upper end of the upper support member is configured to project to the upper surface of the concrete body. Lower support structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1201244A JPH0366856A (en) | 1989-08-04 | 1989-08-04 | Suspension support structure for ceilings in buildings |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1201244A JPH0366856A (en) | 1989-08-04 | 1989-08-04 | Suspension support structure for ceilings in buildings |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0366856A true JPH0366856A (en) | 1991-03-22 |
Family
ID=16437728
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1201244A Pending JPH0366856A (en) | 1989-08-04 | 1989-08-04 | Suspension support structure for ceilings in buildings |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0366856A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0712172A2 (en) | 1994-11-09 | 1996-05-15 | Toray Industries, Inc. | Cathode material, method of preparing it and non-aqueous solvent type secondary battery having a cathode comprising it |
| JP2009002435A (en) * | 2007-06-21 | 2009-01-08 | East Japan Railway Co | Anti-vibration members and braces |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4837908B1 (en) * | 1969-12-29 | 1973-11-14 | ||
| JPS5312U (en) * | 1976-06-17 | 1978-01-05 | ||
| JPS5549370U (en) * | 1978-09-28 | 1980-03-31 |
-
1989
- 1989-08-04 JP JP1201244A patent/JPH0366856A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4837908B1 (en) * | 1969-12-29 | 1973-11-14 | ||
| JPS5312U (en) * | 1976-06-17 | 1978-01-05 | ||
| JPS5549370U (en) * | 1978-09-28 | 1980-03-31 |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0712172A2 (en) | 1994-11-09 | 1996-05-15 | Toray Industries, Inc. | Cathode material, method of preparing it and non-aqueous solvent type secondary battery having a cathode comprising it |
| JP2009002435A (en) * | 2007-06-21 | 2009-01-08 | East Japan Railway Co | Anti-vibration members and braces |
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