JPH0366855A - Suspension support devices and suspension support structures in buildings - Google Patents
Suspension support devices and suspension support structures in buildingsInfo
- Publication number
- JPH0366855A JPH0366855A JP1201243A JP20124389A JPH0366855A JP H0366855 A JPH0366855 A JP H0366855A JP 1201243 A JP1201243 A JP 1201243A JP 20124389 A JP20124389 A JP 20124389A JP H0366855 A JPH0366855 A JP H0366855A
- Authority
- JP
- Japan
- Prior art keywords
- support member
- vibration absorbing
- suspension support
- supporting member
- ceiling
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B9/00—Ceilings; Construction of ceilings, e.g. false ceilings; Ceiling construction with regard to insulation
- E04B9/18—Means for suspending the supporting construction
- E04B2009/186—Means for suspending the supporting construction with arrangements for damping vibration
Landscapes
- Building Environments (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、建築構造における吊下支持装置に関し、さ
らに詳しくは、鉄骨、鉄筋コンクリート建築構造におい
て、例えば、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配
置させる場合などに適用する吊下支持装置、特に、支持
側で生ずる振動音、衝撃音などの騒音を被支持側に伝達
しないように改善した防音性、遮音性を有する吊下支持
装置に係るものである。Detailed Description of the Invention (Industrial Application Field) The present invention relates to a suspension support device in a building structure, and more specifically, in a steel frame or reinforced concrete building structure, for example, a concrete formwork formed by forming a metal steel plate. A suspension support device that is used when a lower floor ceiling is suspended from the lower surface of an upper floor using a board, and is particularly designed to reduce noise such as vibration sounds and impact sounds generated on the support side. The present invention relates to a hanging support device that has improved soundproofing properties and sound insulation properties so as not to transmit the sound to the sides.
例えば、鉄骨、鉄筋コンクリート建築構造においては、
金属鋼板を成形してなるコンクリート型枠板を上階側床
部のコンクリート型枠の少なくとも一部として用いると
共に、これを上階側床部の下面に残しておき、かつこの
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、
第5図および第6図に示す構成か提案されている。For example, in steel frame and reinforced concrete building structures,
A concrete form board formed from a metal steel plate is used as at least a part of the concrete formwork for the upper floor, and this is left on the lower surface of the upper floor, and the concrete form board is On the other hand, conventionally, as a ceiling suspension support structure in which the lower floor side ceiling is suspended and supported,
The configurations shown in FIGS. 5 and 6 have been proposed.
こ)で、第5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6
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。FIG. 5 is a sectional view schematically showing the general structure 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5図、第6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、単に型枠板
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。In other words, in the conventional structure shown in FIGS. 5 and 6, the concrete form board (hereinafter also simply referred to as form board) (1), which also serves as a fabric board, is formed by forming a metal steel plate so that the longitudinal direction A plurality of reinforcing protrusions (2) are folded downward in a triangular cross-sectional shape in parallel to each other along the longitudinal direction, and engaging portions (
3), (4), and flat parts (5) at both ends.
, (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、■型鋼などの梁部材(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t=yボルト<10)を上端部で溶着固
定して吊下させ、これらの各支持ホルト(1(1)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 the subsequent interior decoration process, attach multiple metal support bolts (t = y < 10) to the upper end of the remaining formwork board (1). The ceiling part (11) is directly supported by each of these support bolts (1(1)).
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、がっまた、このコンクリート型枠板(1)に
直接、溶着した金属からなる複数本の支持ボルト(10
)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(II)との両者間か、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、衝撃音などの騒音が、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る。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. A plurality of supporting bolts (10
), the ceiling part (11) on the lower floor side is directly suspended and supported, and in this way, the floor part (9) on the upper floor side and the ceiling part (II) on the lower floor side Because they are connected by metal members that have relatively good transmission of sound and vibration, noise such as vibration noise and impact sound generated on the upper floor (9) is There is an undesirable problem in that the light is transmitted straight to the ceiling on the lower floor side.
また、このような問題点は、前記のような天井部の吊下
支持構造だけにとズまらず、その他の吊下支持構造の場
合にもまた同様であり、建築構造における一つの課題と
して早急な改善が望まれている。In addition, these problems are not limited to the above-mentioned ceiling suspension support structure, but also apply to other suspension support structures, and are an issue in architectural structures. Immediate improvements are desired.
この発明は、従来のこのような問題点を改善して、所期
の要望に応えようとするものであって、その目的とする
ところは、建築構造での躯体部などの支持側に対し、天
井部などの被支持側を支持させる場合、これらの両者間
をして、音響などの振動の伝達を絶って強力かつ効果的
に吊下結合させ得るようにした。この種の建築構造にお
ける吊下支持装置を新規に提供することである。This invention aims to improve these conventional problems and meet the desired demands, and its purpose is to When supporting a supported side such as a ceiling, it is possible to strongly and effectively suspend and connect the two by cutting off the transmission of vibrations such as sound. The object of the present invention is to provide a new suspension support device for this type of architectural structure.
(課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、上端部に取付は部を設
けた上部支持部材と、下端部に取付は部を設けた下部支
持部材とを、振動吸収性を有する部材により、隔離した
状態で一体的に結合させたものである。(Means for Solving the Problems) In order to achieve the above object, a suspension support structure for a ceiling in a building according to the present invention includes an upper support member provided with an attachment section at the upper end, and an upper support member provided at the lower end. Attachment is such that the lower support member provided with the part is integrally connected in a separated state by a member having vibration absorbing properties.
すなわち、1番目の発明は、上端部に取付は部を設けた
上部支持部材と、下端部に取付は部を設けた下部支持部
材とを有し、前記上部支持部材の下端部、および下部支
持部材の上端部の何れか一方から延出した包持部内に、
他方から延出したフランジ部を嵌挿させると共に、前記
包持部内には、振動吸収性を有するゴム材料、または合
成樹脂材料を充填固化させ、この固化された振動吸収部
材を介し、前記フランジ部を包持部内で隔離状態に支持
させてなることを特徴とする建築構造における吊下支持
装置である。That is, the first invention includes an upper support member having an attachment part at its upper end, and a lower support member having an attachment part at its lower end, and the lower end of the upper support member and the lower support member. In the enclosing part extending from either one of the upper ends of the member,
The flange extending from the other side is inserted, and a rubber material or a synthetic resin material having vibration absorbing properties is filled and solidified in the holding part, and the flange part is inserted through the solidified vibration absorbing member. This is a suspension support device for an architectural structure, characterized in that the suspension support device is configured such that the suspension support device is supported in an isolated state within a holding part.
また、2番目の発明は、ほぼ全長に取付は部を設けた上
部支持部材と、下端部に取付は部を設けた下部支持部材
とを有し、前記上部支持部材の下端部と螺合する包持部
を設け、この包持部内に、他方から延出したフランジ部
を嵌挿させると共に、前記包持部内には、振動吸収性を
有するゴム材料、または合成樹脂材料を充填固化させ、
この固化された振動吸収部材を介し、前記フランジ部を
包持部内で隔離状態に支持させてなることを特徴とする
建築構造における吊下支持装置である。Further, the second invention has an upper support member provided with an attachment part along almost the entire length, and a lower support member provided with an attachment part at its lower end, and is screwed to the lower end of the upper support member. A holding part is provided, a flange part extending from the other side is inserted into the holding part, and a rubber material or a synthetic resin material having vibration absorbing properties is filled and solidified in the holding part,
This suspension support device for an architectural structure is characterized in that the flange portion is supported in an isolated state within the enveloping portion via the solidified vibration absorbing member.
すなわち、1番目の発明においては、上部支持部材の下
端部、および下部支持部材の上端部の何れか一方から延
出した包持部内に、他方から延出したフランジ部を嵌挿
させ、これらの両者間を振動吸収部材を介して隔離した
状態で一体的に支持させてると共に、包持部内には、振
動吸収性を有するゴム材料、または合成樹脂材料を充填
固化させ、この固化された振動吸収部材を介し、前記フ
ランジ部を包持部内で隔離して支持させたので、方の側
で生ずる振動音、衝撃音などの振動が、介在されている
振動吸収部材によって吸収され、この振動を他方の側に
直接、伝達させるような惧れを容易に解消し得ると共に
、2番目の発明では、前記作用の他に、作業時に、上部
支持部材を上からでも下からでも挿入固定することがで
きて方向性の自由度が広がり、狭い空間内での作業性を
より向上させ得ると共に、包持部が上部支持部材と螺合
するため、狭い空間内での作業を楽に行うことができる
。That is, in the first invention, the flange portion extending from the other is fitted into the enclosing portion extending from either the lower end of the upper support member or the upper end of the lower support member. The two are integrally supported while being isolated through a vibration absorbing member, and a rubber material or synthetic resin material having vibration absorbing properties is filled and solidified in the enclosing part, and this solidified vibration absorbing material is used. Since the flange part is isolated and supported within the enclosing part through the member, vibrations such as vibration sounds and impact sounds generated on one side are absorbed by the intervening vibration absorbing member, and this vibration is transferred to the other side. In the second invention, in addition to the above-mentioned effect, the upper support member can be inserted and fixed from either above or below during operation. This increases the degree of freedom in directionality and improves workability in a narrow space, and since the holding part is threaded with the upper support member, it is possible to work in a narrow space with ease.
以下、この発明に係る建築構造における吊下支持装置の
一実施例につき、第1図ないし第3図を参照して詳細に
説明する。Hereinafter, one embodiment of a suspension support device for a building structure according to the present invention will be described in detail with reference to FIGS. 1 to 3.
第1図はこの実施例による吊下支持装置を天井部の吊下
支持構造に通用した場合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通用さ
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線部を拡大してこの吊下
支持装置の詳細を示す縦断面図である。FIG. 1 is a cross-sectional view schematically showing the general configuration when the suspension support device according to this embodiment is applied to a suspension support structure on a ceiling, and FIG. FIG. 3 is an enlarged vertical cross-sectional view taken along the line mm in FIG. 1 to show the details of this hanging support device.
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、布板な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、長手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 also simply referred to as form board) (21), which also serves as a cloth board, is formed by forming a metal steel plate. A plurality of reinforcing protrusions (22) are folded in parallel to each other along the longitudinal direction so as to have a rectangular cross-sectional shape in a downward direction, and an engagement that can be engaged between adjacent sides on both sides in the longitudinal direction. Section (23).
(24)を形成したもので、この実施例の場合1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 1 are not flattened in order to effectively maintain the overall strength, and the required areas 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、この実施例対象としての吊下支持装置(31)は
、上端部に上部取付は部となる上部ボルト部(33)、
下端部に延出されて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、
上端部に延出された大径のフランジ部(F6)、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)内には、下部支持部材(3
5)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、振動吸収性を有す
るゴム材料、または合成樹脂材料などを充填固化させ、
この振動吸収部材(38)を介して、包持部(34)と
フランジ部(36)とを隔離状態で全一体内に結合させ
て構成する。The suspension support device (31) to which this embodiment is applied also includes an upper bolt portion (33) that is attached to the upper end;
A cylindrical enclosing part (
34> upper support members (32) each formed with an upper support member (32);
The upper support member has a large-diameter flange portion (F6) extending at the upper end, and a lower support member (35) each having a lower bolt portion (37) for lower attachment at the lower end. The lower support member (3
The flange portion (36) of 5) is inserted without direct contact, and a rubber material or a synthetic resin material having vibration absorbing properties is filled and solidified into the holding portion (34),
The enveloping part (34) and the flange part (36) are integrally connected in a separated state through the vibration absorbing member (38).
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
こ工では、■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、公知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、それぞれに壁部(4
0および床部(45)などのコンクリート躯体部(41
)を構成させる。In this work, ■beam members such as shaped 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 reinforcement, concrete is poured from above and placed in a well-known manner, thereby forming wall sections (4
0 and the concrete frame part (41) such as the floor part (45)
) is configured.
価って、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)の上端部が、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)、ひいては各吊下支持装
置(31)が、このコンクリート型枠板(21)から下
方に吊下した状態で延長されることになる。Therefore, when the concrete frame (41) is constructed in this way, the concrete form board (21) is left on the lower surface of the floor (45), and each of the concrete form plates (21) is left partially protruding from the upper side of the floor (45). The upper end of the upper bolt part (33) of each upper support member (32) is embedded in concrete together with a nut (33a) and is engaged with the upper end of each of these upper support members (32). The lower support member (35) integrated via the vibration absorbing member (37), and by extension each suspension support device (31), are extended in a suspended state downward from this concrete form board (21). It turns out.
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、前記各吊下支持装置(31)を構成
する下部支持部材(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
(37a)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(53)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(35)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 step, when the ceiling part (51) is installed, the lower bolt part (37) of the lower support member (35) constituting each of the hanging support devices (31) is For example, the flange parts (
52a) and (52a), each of which has a hat-shaped cross section, has a crosspiece (52) fixed thereto by a nut (37a), and each adjacent mounting has a flange part (52a). , (52a), etc., are passed between the frames, and each of these is attached using pegs (55) to the flanges (52a) and (52a).
In other words, the ceiling part (51) is suspended and supported by the lower support member (35).
従って、この実施例による吊下支持装置(31)を適用
した天井部の吊下構造においては、上部支持部材(32
)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)とを用い、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(2I)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)、 (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、伝達されるような慣れ
を完全に解消し得るのである。Therefore, in the ceiling suspension structure to which the suspension support device (31) according to this embodiment is applied, the upper support member (32
) and a lower support member (35) in which a flange part (36) is embedded and coupled to the enclosing part (34) of the upper support member (32) via a vibration absorbing member (38). The upper bolt part (33) of the member (32) is fixed and suspended from the concrete form member (2I) made of metal steel plate left on the lower surface of the floor part (45) on the upper floor side, and the lower support member Since the ceiling (51) on the lower floor side is installed by supporting the crosspiece (52) with the lower bolt part (37) of (35), the vibration generated on the floor (45) on the upper floor side is Vibration such as sound and impact noise is absorbed by the vibration absorbing member (35) interposed between the upper and lower support members (32) and (35).
38), and as a result,
The vibrations and noise generated on the floor (45) on the upper floor side are
This can completely eliminate the habit of being directly transmitted to the ceiling (51) on the lower floor side.
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)をはメ全長に亘って
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)の上端部に雌ネジ部
(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(2I)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 an upper support member (32) over the entire length of the arm. Nuts (33a) and (61) are disposed on the upper support member (32) so as to protrude from the upper part of the concrete form plate (21) and the upper part of the concrete frame part (41), respectively, and A female threaded portion (62) is provided at the upper end of the wrapping portion (34) so as to be threadedly engaged with a 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 (2I) 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、前記実施例においては、この吊下支持装置を上階
側床部からの下階側天井部の吊下構造に適用する場合に
ついて述べたが、その他の同様な吊下構造にも適用でき
ることは勿論であり、こSでも同様な作用、効果が得ら
れる。In addition, in the above embodiment, the case where this suspension support device is applied to a suspension structure of a lower floor ceiling from an upper floor floor is described, but it can also be applied to other similar suspension structures. Of course, similar actions and effects can be obtained with this S.
また、実施例では、特定の形状に成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が、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吊下支持装置での
上部、下部の各支持部材の取付は態様についても、何ら
の限定も受けるものではない。Further, in the embodiment, a case was described in which a concrete form board formed into a specific shape was used, but any form board that serves a similar purpose may be used.
Furthermore, there are no limitations on the manner in which the upper and lower support members of the hanging support device are attached to the formwork board and the ceiling.
以上詳述したように、この発明によるときは、上端部に
取付は部を設けた上部支持部材と、F端部に取付は部を
設けた下部支持部材とを設けて、上部支持部材の下端部
、および下部支持部材の上端部の何れか一方から延出し
た包持部内に、他方から延出したフランジ部を嵌挿させ
、かつ包持部内には、振動吸収性を有するゴム材料、ま
たは合成樹脂材料を充填固化させて、この固化された振
動吸収部材を介し、フランジ部を包持部内で隔離状態に
支持させて一体化させたので、上部支持部材と下部支持
部材との一方の側で生ずる振動音。As detailed above, according to the present invention, an upper support member is provided with an attachment section at the upper end, a lower support member is provided with an attachment section at the F end, and the lower end of the upper support member is provided with an attachment section. and the upper end of the lower support member, and a flange extending from the other is inserted into the enclosing part, and the enclosing part is made of a rubber material having vibration absorbing properties, or The synthetic resin material is filled and solidified, and the flange part is isolated and supported within the enclosing part through the solidified vibration absorbing member and integrated, so that one side of the upper support member and the lower support member Vibration sound generated by
衝撃音などの振動を、これらの両者間に介在されている
振動吸収部材によって効果的に吸収できるもので、この
振動を他方の側に直接、伝達させるような惧れがなく、
装置自体に極めて良好な防音特性を付与させ得る利点が
ある。Vibration such as impact sound can be effectively absorbed by the vibration absorbing member interposed between these two sides, and there is no risk of this vibration being directly transmitted to the other side.
This has the advantage that the device itself can have very good soundproofing properties.
また、構造的にも、一方のフランジ部を振動吸収部材の
介在のもとに、他方の包持部で周囲から取り囲むように
して結合させるものであるから、装置全体が可及的に一
体化されることになって取扱い易く、取付は支持のさい
の作業性もまた向上できる。In addition, structurally, one flange part is connected to the other by being surrounded by the surrounding part with the intervention of a vibration absorbing member, so the entire device is integrated as much as possible. It is easy to handle, and workability during installation and support can also be improved.
第2番目の発明では、前記効果に加え、作業時に、上部
支持部材を上からでも下からでも任意に選択して挿入固
定することができて方向性の自由度が広がり、狭い空間
内での作業性をより向上させることができると共に、包
持部が上部支持部材と螺合するために、狭い空間内での
作業を楽に行うことが可能である。In the second invention, in addition to the above-mentioned effects, the upper support member can be inserted and fixed arbitrarily from above or below during work, increasing the degree of freedom in direction, and making it possible to work in narrow spaces. Workability can be further improved, and since the holding part is threadedly engaged with the upper support member, it is possible to work easily in a narrow space.
しかも、構造的にも比較的簡単で容易に実施可能である
などの優れた特長を有するものである。Furthermore, it has excellent features such as being relatively simple in structure and easy to implement.
第1図はこの発明の一実施例による吊下支持装置を天井
部の吊下支持構造に適用した場合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線部を拡大してこの吊下支持
装置の詳細を示す縦断面図、第4図は本発明の別の実施
例を示す縦断面図であり、また、第5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6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・・・・吊下支持装置、
32)・・・・上部支持部材、
33・・・・上部ボルト部、
33a) 、 (33b) ・−−−ナツト、(34)
−−−−包持部、35)・・・・下部支持部材、(3
6)・・・・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−1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)・・・・酸ネジ部。Fig. 1 is a cross-sectional view schematically showing the general configuration when a suspension support device according to an embodiment of the present invention is applied to a suspension support structure on a ceiling, and Fig. 2 is a cross-sectional view schematically showing the structure when the suspension support device according to an embodiment of the present invention is applied to the suspension support structure of the ceiling. FIG. 3 is an enlarged vertical cross-sectional view taken along line m-m in FIG. 1 to show the details of this suspension support device. FIG. FIG. 5 is a vertical cross-sectional view showing another embodiment of the present invention; FIG. 5 is a cross-sectional view schematically showing the general configuration of a ceiling suspension support structure according to a conventional example; (b) is a perspective view and a sectional view showing a concrete form board made of a 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...Suspension support device, 32)...Upper support member, 33...Upper bolt part, 33a), ( 33b) ・--- Natsu, (34)
----Holding part, 35)...lower support member, (3
6)...Flange part, 37)...Lower bolt part, (37a)...Nut, (38), (38a
), (38b) "" Vibration absorbing member. (41)...Concrete body part, (42)...Main pillar part, (43)...Beam member, (44)...Wall part, (45)...・
floor part. (51)...Ceiling part, (52)...Mounting beam, (52a)...Flange part, (53)...Wood wool board, (54)...Ceiling Board, (55)... peg. (61)...
Nut, (62)... acid screw part.
Claims (2)
部に取付け部を設けた下部支持部材とを有し、前記上部
支持部材の下端部、および下部支持部材の上端部の何れ
か一方から延出した包持部内に、他方から延出したフラ
ンジ部を嵌挿させると共に、前記包持部内には、振動吸
収性を有するゴム材料、または合成樹脂材料を充填固化
させ、この固化された振動吸収部材を介し、前記フラン
ジ部を包持部内で隔離状態に支持させてなることを特徴
とする建築構造における吊下支持装置。(1) It has an upper support member provided with an attachment part at its upper end, and a lower support member provided with an attachment part at its lower end, and either the lower end of the upper support member or the upper end of the lower support member A flange portion extending from the other side is inserted into a wrapping portion extending from one side, and a rubber material or a synthetic resin material having vibration absorbing properties is filled and solidified into the wrapping portion. 1. A suspension support device for an architectural structure, characterized in that the flange portion is supported in an isolated state within a supporting portion via a vibration absorbing member.
、下端部に取付け部を設けた下部支持部材とを有し、前
記上部支持部材の下端部と螺合する包持部を設け、この
包持部内に、他方から延出したフランジ部を嵌挿させる
と共に、前記包持部内には、振動吸収性を有するゴム材
料、または合成樹脂材料を充填固化させ、この固化され
た振動吸収部材を介し、前記フランジ部を包持部内で隔
離状態に支持させてなることを特徴とする建築構造にお
ける吊下支持装置。(2) having an upper support member provided with an attachment portion along almost its entire length, and a lower support member provided with an attachment portion at its lower end, and provided with an enveloping portion that screws into the lower end of the upper support member; A flange extending from the other side is fitted into the holding part, and a rubber material or a synthetic resin material having vibration absorbing properties is filled and solidified into the holding part, and the solidified vibration absorbing member is A hanging support device for an architectural structure, characterized in that the flange portion is supported in an isolated state within a supporting portion through the following.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1201243A JPH083230B2 (en) | 1989-08-04 | 1989-08-04 | Suspension support device and suspension support structure in building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1201243A JPH083230B2 (en) | 1989-08-04 | 1989-08-04 | Suspension support device and suspension support structure in building |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0366855A true JPH0366855A (en) | 1991-03-22 |
| JPH083230B2 JPH083230B2 (en) | 1996-01-17 |
Family
ID=16437712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1201243A Expired - Fee Related JPH083230B2 (en) | 1989-08-04 | 1989-08-04 | Suspension support device and suspension support structure in building |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH083230B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2491901A (en) * | 2011-06-18 | 2012-12-19 | Simon Hart-Woods | Anti-vibration ceiling hanger |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5031537U (en) * | 1973-07-17 | 1975-04-07 | ||
| JPS56148422U (en) * | 1980-04-04 | 1981-11-07 |
-
1989
- 1989-08-04 JP JP1201243A patent/JPH083230B2/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5031537U (en) * | 1973-07-17 | 1975-04-07 | ||
| JPS56148422U (en) * | 1980-04-04 | 1981-11-07 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2491901A (en) * | 2011-06-18 | 2012-12-19 | Simon Hart-Woods | Anti-vibration ceiling hanger |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH083230B2 (en) | 1996-01-17 |
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