JP2016145474A - Collapse prevention method of ceiling side non-structural member in structure and structure thereof - Google Patents

Collapse prevention method of ceiling side non-structural member in structure and structure thereof Download PDF

Info

Publication number
JP2016145474A
JP2016145474A JP2015022574A JP2015022574A JP2016145474A JP 2016145474 A JP2016145474 A JP 2016145474A JP 2015022574 A JP2015022574 A JP 2015022574A JP 2015022574 A JP2015022574 A JP 2015022574A JP 2016145474 A JP2016145474 A JP 2016145474A
Authority
JP
Japan
Prior art keywords
ceiling
structural material
structural
high ductility
fixing
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
Application number
JP2015022574A
Other languages
Japanese (ja)
Other versions
JP6430277B2 (en
Inventor
五十嵐 俊一
Shunichi Igarashi
俊一 五十嵐
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Structural Quality Assurance Inc
Original Assignee
Structural Quality Assurance Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Structural Quality Assurance Inc filed Critical Structural Quality Assurance Inc
Priority to JP2015022574A priority Critical patent/JP6430277B2/en
Publication of JP2016145474A publication Critical patent/JP2016145474A/en
Application granted granted Critical
Publication of JP6430277B2 publication Critical patent/JP6430277B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Abstract

PROBLEM TO BE SOLVED: To provide a collapse prevention method of a ceiling side non-structural member comprising a finishing material, equipment, etc., of a structure, and provide a collapse prevention structure thereof.SOLUTION: A collapse prevention method is characterized as follows: ceiling side non-structural members 2 installed in a predetermined partition area 3 of a ceiling side surrounded by a skeleton side structural material 1 such as a beam 1a or a column 1c are assumed as support target members; each of the ceiling side non-structural members 2 is supported, by supporting surfaces 12 of multiple high ductile materials 11, which are flat and comprise tape-shaped fabric where the rigidity other than the drawing is negligibly smaller than the rigidity of the support target member, to a skeleton side structural material 1 positioned in the vicinity through a fixing part obtained by fixing and forming each one end 13 side and the other end 14 side using high toughness adhesives 21 and/or fastening fittings 31 in the state where it is maintained substantially equally while keeping looseness in each of halfway parts 15 positioned in a ceiling breast 7.SELECTED DRAWING: Figure 1

Description

本発明は、建築物、土木構造物等を含む構築物における天井材等の天井側仕上げ材およびエアコン、ダクト、配管等の天井側設備(本明細書では、これらを「天井側非構造材」と総称する。)の地震等による崩落を防止する方法およびその構造に関する技術である。   The present invention relates to a ceiling-side finishing material such as a ceiling material and a ceiling-side equipment such as an air conditioner, a duct, and a pipe in a structure including a building and a civil engineering structure (in the present specification, these are referred to as “ceiling-side non-structural materials”. This is a technique related to a method of preventing collapse due to an earthquake or the like and a structure thereof.

大地震で天井等が崩落して多数の死傷者を出したり、施設が長期に亘り使えなくなる事態が、2011年3月11日の震災等で生じており、これを解決することは、社会的な要請である。そして、このような要請を受けて、「天井等の非構造材の落下事故防止ガイドライン」(非特許文献1)および「天井等の非構造材の落下に対する安全対策指針・同解説」(非特許文献2)が日本建築学会から公表されるなど、国、学会等が対策方法を検討している。   The earthquake, etc. on March 11, 2011 has caused a large number of casualties due to the collapse of the ceiling, etc. due to a major earthquake, and the facility cannot be used for a long time. Request. In response to this request, “Guidelines for Preventing Accidents of Non-Structural Materials such as Ceilings” (Non-Patent Document 1) and “Guidelines for Safety Measures for Falling Non-Structural Materials such as Ceilings” (non-patented) References 2) are published by the Architectural Institute of Japan.

日本建築学会:非構造材の安全性評価及び落下事故防止に関する特別調査委員会:「天井等の非構造材の落下事故防止ガイドライン」2013年3月4日Architectural Institute of Japan: Special Investigation Committee on Safety Evaluation of Nonstructural Materials and Prevention of Falling Accidents: “Guidelines for Preventing Falling Nonstructural Materials such as Ceilings” March 4, 2013 日本建築学会:「天井等の非構造材の落下に対する安全対策指針・同解説」2015年1月20日Architectural Institute of Japan: “Guidelines for Safety Measures for Falling Non-Structural Materials such as Ceilings / Same Commentary” January 20, 2015

しかし、非特許文献1,2等で提案されている従来技術は、いずれも天井材下地のクリップをビス入りのものに取り換えて落下を防止したり、吊りボルトの間に鉄製の斜材を入れて揺れを抑えたりするために剛結するものであることから、施工が困難である上に、想定を超える揺れに遭遇した際には依然として崩落、落下するおそれを免れないという課題がある。また、天井材については、落下しても人命を傷つけない軽量なものに置き換えることも提案されてはいるものの、このような軽量化された天井材ではそれ自体の設置理由であったはずの吸音、遮熱等の所要性能を十分には発揮させることができなくなるおそれがある。また、フェイルセーフとして、例示されている落下防止ネットは、意匠性が低く、定着部分のディテールに注意を払う必要があること、また、落下防止ワイヤは、天井板そのものの落下防止を行うには不向きであることは非特許文献2にも述べられているとおりである。   However, the conventional techniques proposed in Non-Patent Documents 1, 2 etc. all prevent the fall by replacing the clip of the ceiling material base with a screw-containing one, or insert an iron diagonal material between the suspension bolts. Since it is rigidly connected to suppress shaking, there is a problem that construction is difficult, and there is still a problem that there is a risk of falling and falling when encountering shaking exceeding the expected level. In addition, although it has been proposed to replace the ceiling material with a lightweight one that will not injure human lives even if it falls, such a light weight ceiling material should have been the reason for its own installation. There is a possibility that required performance such as heat insulation cannot be fully exhibited. In addition, the fall prevention net illustrated as fail-safe is low in design, and it is necessary to pay attention to the details of the fixing part, and the fall prevention wire is used to prevent the ceiling plate itself from falling. The unsuitability is as described in Non-Patent Document 2.

本発明は、従来技術にみられた上記課題に鑑みてなされたものであり、構築物の仕上げ材、設備等からなる天井側非構造材を安定的に支持して地震等による崩落を防止することができる構築物における天井側非構造材の崩落防止方法および崩落防止構造を提供することを目的とする。   The present invention has been made in view of the above-mentioned problems found in the prior art, and stably supports a ceiling-side non-structural material composed of a finishing material of a structure, equipment, etc., and prevents collapse due to an earthquake or the like. An object of the present invention is to provide a collapse prevention method and a collapse prevention structure for a ceiling-side non-structural material in a structure that can be used.

本発明は、上記目的を達成すべくなされたものであり、そのうちの第1の発明(崩落防止方法)は、梁や柱などの躯体側構造材で囲繞された天井側の所定区画領域内に設置されている天井側非構造材を支持対象部材とし、該天井側非構造材のそれぞれは、扁平で、引張以外の剛性が、前記支持対象部材の剛性より無視できるほど小さいテープ状織物からなる複数本の高延性材により略均等に保持させた状態のもとでそれぞれの一端部側と他端部側とを、天井懐内に位置する中途部位のそれぞれに緩みを持たせながら近傍に位置する前記躯体側構造材に各別に高靱性接着剤および/または止着金具を用いて定着して形成される定着部を介して支持させることを最も主要な特徴とする。   The present invention has been made to achieve the above object, and a first invention (a method for preventing collapse) is provided in a predetermined partition area on the ceiling side surrounded by a frame-side structural material such as a beam or a column. The installed ceiling-side non-structural material is a support target member, and each of the ceiling-side non-structural material is flat and has a tape-like woven fabric whose rigidity other than tension is negligibly smaller than the rigidity of the support target member. Position the one end side and the other end side in the vicinity of each other while loosening each halfway part located in the ceiling pocket under the condition of being held almost evenly by a plurality of high ductility materials. The main feature is that the housing side structural member is supported through a fixing portion formed by fixing using a high-tough adhesive and / or a fastening metal.

また、第1の発明において前記天井側非構造材が前記所定区画領域内に位置する区画内天井材である場合、前記高延性材は、前記区画内天井材に対し縦横2m程度の間隔で各2本ずつ以上を該区画内天井材の下表面側と対面する保持面のそれぞれを高靱性接着剤を介して前記下表面側に接合させた状態のもとで下支え可能に略直交配置し、前記高延性材のそれぞれの前記一端部と前記他端部とは、対応する位置関係にある前記区画内天井材におけるそれぞれの周縁部に各別に設けられているスリットを介して天井懐内へと引き込んで前記躯体側構造材に各別に定着して前記区画内天井材を支持するするするのが望ましい。この場合、前記天井側非構造材には、前記区画内天井材側に取り付けられている照明灯や換気扇等の天井側設置器具を含むこともできる。   Further, in the first invention, when the ceiling-side non-structural material is a ceiling material in the compartment located in the predetermined partition region, the highly ductile material is separated from the ceiling material in the partition at intervals of about 2 m in length and width. Two or more of each of the holding surfaces facing the lower surface side of the ceiling material in the compartment are arranged substantially orthogonally so that they can be supported under a state in which the holding surfaces are joined to the lower surface side through a high-tough adhesive, The one end portion and the other end portion of the highly ductile material are respectively provided to the ceiling pocket through slits provided separately in the respective peripheral edge portions of the intra-compartment ceiling material in a corresponding positional relationship. It is desirable to support the ceiling material in the compartment by drawing it in and fixing it to the structural member on the frame side. In this case, the ceiling-side non-structural material may include a ceiling-side installation instrument such as an illuminating lamp or a ventilation fan attached to the ceiling material in the compartment.

さらに、第1の発明において前記天井側非構造材が前記所定区画領域内の1以上の天井懐設置器具である場合、前記高延性材は、1の前記天井懐設置器具に対し少なくとも2本を該天井懐設置器具に対し保持を可能に配置し、前記高延性材のそれぞれの前記一端部側と前記他端部側とは、天井懐内にて前記躯体側構造材に各別に定着して前記天井懐設置器具を支持するのが望ましい。   Furthermore, in the first invention, when the ceiling-side non-structural material is one or more ceiling-mounting equipment in the predetermined partition region, the high ductility material is at least two pieces per one ceiling-mounting equipment. It is arranged to be able to hold the ceiling pocket installation tool, and the one end side and the other end side of each of the high ductility materials are fixed separately to the casing side structural material in the ceiling pocket. It is desirable to support the ceiling installation device.

一方、第2の発明(崩落防止構造)は、請求項1ないし4のいずれかに記載の天井側非構造材の崩落防止方法を用いて前記支持対象部材である前記天井側非構造材のそれぞれを前記躯体側構造材に各別に支持させたことを最も主要な特徴とする。この場合、前記定着部と前記スリットとの間、または前記定着部と前記天井懐設置器具との間に位置する前記高延性材を100mm程度までの長さの緩みを持たせて設置するのが望ましい。   On the other hand, 2nd invention (collapse prevention structure) uses the fall prevention method of the ceiling side non-structural material in any one of Claims 1 thru | or 4, and each of the said ceiling side non-structural material which is said support object member The most important feature is that the frame-side structural member is supported separately. In this case, the highly ductile material positioned between the fixing unit and the slit or between the fixing unit and the ceiling installation device is installed with a slack of up to about 100 mm. desirable.

請求項1に記載の発明によれば、天井側の所定区画領域内に設置されている支持対象部材としての天井側非構造材は、複数本の高延性材で略均等に保持させた状態のもとでそれぞれの一端部側と他端部側とを、天井懐内に位置するそれぞれの中途部位に緩みを持たせながら近傍に位置する前記躯体側構造材に各別に定着して安定的に支持させることができるので、地震発生時に確実にその崩落を防止して地震災害の軽減に資するところが大きい。また、高延性材は、適度の緩みをもたせて定着されているので、その定着作業時や大地震等で震動した際にも、配管等の設備、既存の吊り金具等を傷めることもない。   According to the first aspect of the present invention, the ceiling-side non-structural material as the support target member installed in the predetermined partition region on the ceiling side is substantially uniformly held by a plurality of high ductility materials. Originally, the respective one end side and the other end side are fixed separately to the above-mentioned structural body side member located in the vicinity while giving looseness to each midway part located in the ceiling pocket. Since it can be supported, there is a great contribution to reducing earthquake disasters by reliably preventing the collapse of an earthquake. In addition, since the high ductility material is fixed with moderate looseness, equipment such as piping and existing suspension fittings are not damaged even during the fixing work or when it is shaken by a large earthquake or the like.

しかも、高延性材は、扁平で、引張以外の剛性が、前記支持対象部材の剛性より無視できるほど小さいテープ状織物により形成されていることから、曲げたり、ひねったりすることで天井懐内の既設の諸設備や既存の吊り具等を容易にかわすことができるので、これらの既設の諸設備や既存の吊り金具等を傷めたりせずに迅速に施工することができる。また、定着場所と施工方法については、現地の状況に臨機応変に対応すべく柔軟に適宜選択することができので、工事が不可能になるということもない。また、高延性材の一端部と他端部との躯体側構造材側への定着は、各別に高靱性接着剤および/または止着金具を用いて形成される定着部により確実に行うことができる。さらに、施工は、事前の調査に基づいて、高延性材および定着部の配置と仕様とを決めて、これに従って簡単な手作業で実施することができることになる。   Moreover, since the high ductility material is flat and is formed of a tape-shaped woven fabric whose rigidity other than tension is negligibly smaller than the rigidity of the member to be supported, it can be bent or twisted so that the ceiling pocket Since existing facilities and existing suspension tools can be easily displaced, construction can be performed quickly without damaging these existing facilities and existing suspension hardware. In addition, the fixing place and construction method can be selected flexibly and appropriately in response to the local situation, so that construction is not impossible. In addition, fixing of the one end portion and the other end portion of the high ductility material to the housing side structural material side can be reliably performed by a fixing portion formed by using a high toughness adhesive and / or a fastening bracket. it can. Furthermore, the construction can be carried out by simple manual work by determining the arrangement and specifications of the high ductility material and the fixing portion based on the preliminary investigation.

請求項2に記載の発明によれば、天井側非構造材が区画内天井材であることから、高延性材は、縦横2m程度の間隔で各2本ずつ以上を区画内天井材の下表面側に略直交配置し、それぞれの保持面を高靱性接着剤を介して区画内天井材側に接合させた上で、それぞれの一端部と他端部とをスリットを介して天井懐内に引き込んで躯体側構造材に各別に定着することで、区画内天井材を一単位としてその全体を安定的に支持することができる。   According to the second aspect of the present invention, since the non-structural material on the ceiling side is the ceiling material in the compartment, two or more high ductility materials are provided on the lower surface of the ceiling material in the compartment at intervals of about 2 m in length and width. After the respective holding surfaces are joined to the ceiling material in the compartment via a tough adhesive, the respective one end and the other end are drawn into the ceiling pocket through the slit. Thus, by fixing each to the frame side structural material, the entire ceiling can be stably supported as a unit.

しかも、高延性材は、扁平で、引張以外の剛性が、前記支持対象部材の剛性より無視できるほど小さいテープ状織物により形成されているので、区画内天井材の下表面側に見えるように設置しても、目立たないばかりでなく、さらに塗装を施すことでほとんど気づかれなくすることができるので、施工後であっても区画内天井材の下表面側の美観を損ねることもない。また、落下防止ネットのような意匠性の問題も生じにくい。   Moreover, the high ductility material is flat and is formed of a tape-shaped woven fabric whose rigidity other than tension is negligibly smaller than the rigidity of the support target member, so that it can be seen on the lower surface side of the ceiling material in the compartment. Even if it is not conspicuous, it can be made almost unnoticeable by further painting, so that the appearance on the lower surface side of the ceiling material in the compartment is not impaired even after construction. In addition, design problems such as a fall prevention net are unlikely to occur.

請求項3に記載の発明によれば、天井側非構造材には、区画内天井材側に取り付けられている照明灯や換気扇等の天井側設置器具が含まれるので、該天井側設置器具も区画内天井材側と一体的に高延性材で支持することで、天井側設置器具側が区画内天井材側から離脱して崩落するのを確実に防止することができる。   According to the third aspect of the present invention, the ceiling-side non-structural material includes ceiling-side installation equipment such as an illumination lamp and a ventilation fan attached to the ceiling material in the compartment. By supporting with the high ductility material integrally with the intra-compartment ceiling material side, it is possible to reliably prevent the ceiling-side installation tool side from separating from the intra-compartment ceiling material side and collapsing.

請求項4に記載の発明によれば、高延性材は、定着部と前記スリットとの間にひねりを持たせて設置され、定着部は、躯体側構造材の側面に設けられるので、天井材等が崩落しようとして高延性材に生ずる張力(鉛直力)に対して概ね並行な面になり、定着部を構成する高靱性接着剤、あるいはボルトに対して、抵抗力がせん断力となって作用するので、定着部により形成される定着機構に安定した効果を発揮させることができる。   According to the fourth aspect of the present invention, the high ductility material is installed with a twist between the fixing portion and the slit, and the fixing portion is provided on the side surface of the housing-side structural material. It becomes a plane that is almost parallel to the tension (vertical force) generated in the high ductility material trying to collapse, and the resistance acts as a shearing force on the tough adhesive or bolt that forms the fixing part. Therefore, a stable effect can be exhibited in the fixing mechanism formed by the fixing unit.

請求項5記載の発明によれば、天井側非構造材が所定区画領域内の1以上の天井懐設置器具であることから、高延性材は、1の天井懐設置器具に対し少なくとも2本で吊持するように保持させた状態のもとでそれぞれの一端部側と他端部側とを天井懐内にて躯体側構造材に各別に定着することで、天井懐内の天井懐設置器具を個別に安定的に支持することができる。   According to the invention described in claim 5, since the non-structural material on the ceiling side is one or more ceiling installation devices in a predetermined partition region, at least two high ductility materials are provided for one ceiling installation device. Ceiling pocket installation equipment in the ceiling pocket by fixing each one end side and the other end side separately to the housing side structural material in the ceiling pocket under the state of being held so as to be suspended. Can be supported individually and stably.

請求項6記載の発明によれば、請求項1ないし4のいずれかに記載の天井側非構造材の崩落防止方法を用いて支持対象部材である天井側非構造材のそれぞれを躯体側構造材に各別に安定的に支持させて、地震発生時に確実にその崩落を防止することができる。また、高延性材は、容易にひねったり、曲げたりでき、削孔できるので、梁・スラブ等の側面にビス等を用いた単純明快な機械的定着機構を形成できるので、落下防止ワイヤのように定着部のディテールの設計・施工によって効果が限られるといったような問題を少なくすることができる。さらに、高延性材、定着部の重量は、従来法に用いられる吊り金具、ワイヤーなどに比べて小さく、重量増による危険性の増大をほとんどなくすことができる。また、高延性材、定着部に用いる止着金具自体が落下して人命に危害を加えたり、設備を破損したりする危険性もほとんどなくすことができる。   According to the sixth aspect of the present invention, each of the ceiling-side non-structural materials that are the support target members using the method for preventing a collapse of the ceiling-side non-structural material according to any one of the first to fourth aspects is used. It is possible to stably support each of them and to prevent their collapse when an earthquake occurs. In addition, high ductility materials can be easily twisted and bent and drilled, so a simple mechanical fixing mechanism using screws etc. can be formed on the side of beams, slabs, etc. In addition, the problem that the effect is limited by the design and construction of the details of the fixing portion can be reduced. Furthermore, the weight of the high ductility material and the fixing portion is smaller than that of the hanging metal fittings and wires used in the conventional method, and the increase in the risk due to the increase in weight can be almost eliminated. Further, it is possible to almost eliminate the risk that the high ductility material and the fastening metal fitting used for the fixing portion may fall and cause harm to human life or damage the equipment.

請求項7に記載の発明によれば、請求項1ないし4のいずれかに記載の天井側非構造材の崩落防止方法を用いて支持対象部材である天井側非構造材のそれぞれを躯体側構造材に各別に安定的に支持させた際に、定着部とスリットとの間、または定着部と天井懐設置器具との間に位置する高延性材を100mm程度までの長さの緩みを持たせて設置してあるので、その定着作業時や大地震等で震動した際にも、配管等の設備、既存の吊り金具等を傷めることもない。   According to the seventh aspect of the present invention, each of the ceiling-side non-structural materials, which are the support target members, is used for the casing-side structure by using the method for preventing the collapse of the ceiling-side non-structural material according to any one of the first to fourth aspects. When the material is stably supported separately, the high ductility material located between the fixing part and the slit, or between the fixing part and the ceiling installation device should have a length of up to about 100 mm. Therefore, even when it is fixed or when it is shaken by a large earthquake, it will not damage the equipment such as pipes or existing hanging hardware.

天井材および天井懐内の所定区画領域内の支持対象部材としての天井側非構造材を高延性材で支持させた際の躯体側構造材への定着状況を、区画内天井材と天井懐設置器具であるエアコン室内機とを例に一部を省略して示す斜視図。The ceiling material and ceiling pockets are installed in the ceiling-side structural material when the ceiling-side non-structural material is supported by the high ductility material as the support target member in the specified compartment area in the ceiling material and ceiling pocket. The perspective view which abbreviate | omits one part and shows the example of the air conditioner indoor unit which is an instrument. 図1との対応関係のもとで天井側非構造材を支える高延性材の定着状態を示す説明図であり、そのうちの(a)は正面視方向での説明図を、(b)は平面視方向での説明図をそれぞれ示す。It is explanatory drawing which shows the fixing state of the high ductility material which supports a ceiling side non-structural material based on correspondence with FIG. 1, (a) is an explanatory view in a front view direction, (b) is a plane An explanatory view in the viewing direction is shown respectively. 本発明においてRC梁、柱、スラブ等の躯体側構造材に高延性材を定着する際の定着部の詳細を示すものであり、そのうちの(a)は要部説明図を、(b)は(a)において一点鎖線で囲繞した部分の拡大図をそれぞれ示す。In the present invention, details of a fixing portion when fixing a highly ductile material to a structural member such as an RC beam, a column, and a slab are shown, in which (a) is an explanatory diagram of the main part, and (b) The enlarged view of the part enclosed with the dashed-dotted line in (a) is each shown. 本発明において構築物が鉄骨構造である場合に、スラブの下面を形成するデッキプレート等のリブ部に高延性材を定着する際の定着部の詳細説を示すものであり、そのうちの(a)は要部説明図を、(b)は(a)において一点鎖線で囲繞した部分の拡大図をそれぞれ示す。In the present invention, when the structure is a steel structure, a detailed explanation of a fixing portion when fixing a highly ductile material to a rib portion such as a deck plate forming a lower surface of a slab is shown, of which (a) is Explanatory drawing of a principal part, (b) shows the enlarged view of the part enclosed with the dashed-dotted line in (a), respectively. 本発明において区画内天井材に設けられたスリットと高延性材との配置関係を示す要部詳細図。The principal part detail figure which shows the arrangement | positioning relationship between the slit provided in the ceiling material in a division | segmentation in this invention, and a highly ductile material.

本発明は、第1の発明である構築物における天井側非構造材の崩落防止方法と、第2の発明である構築物における天井側非構造材の崩落防止構造とで構成されており、基本的には、図1および図2に示されているように、RC梁(大梁、小梁)1aやスラブ1bや柱1c等の躯体側構造材1で囲繞された天井側の所定区画領域3内に設置されている天井側非構造材2を支持対象部材とし、該天井側非構造材2のそれぞれは、扁平で、引張以外の剛性が、前記支持対象部材の剛性より無視できるほど小さいテープ状織物からなる複数本の高延性材11の支持面12により略均等に下支えさせた状態のもとでそれぞれの一端部13側と他端部14側とを、天井懐6内に位置する各中途部位15のそれぞれに緩みを持たせながら近傍に位置する躯体側構造材1に高靱性接着剤2および/または止着金具31を用いて各別に形成される定着部41を介して定着して支持させることで行われる。なお、止着金具31の詳細については、後述するが、基本的にはボルト、プレート、後施工アンカーボルト等の一般材料を所望に応じて適宜使用することができる。   The present invention is composed of a method for preventing the collapse of the ceiling-side non-structural material in the structure according to the first invention and the structure for preventing the collapse of the ceiling-side non-structural material in the structure according to the second invention. As shown in FIG. 1 and FIG. 2, in the predetermined partition region 3 on the ceiling side surrounded by the frame-side structural material 1 such as the RC beam (large beam, small beam) 1 a, slab 1 b, column 1 c, etc. The installed ceiling-side non-structural material 2 is a member to be supported, and each of the ceiling-side non-structural materials 2 is flat and has a tape-like woven fabric that has a flatness and a rigidity other than tension that is negligible than the rigidity of the support-target member. Each of the intermediate portions located in the ceiling pocket 6 with one end portion 13 side and the other end portion 14 side thereof being supported substantially uniformly by the support surfaces 12 of the plurality of high ductility materials 11 made of A casing located in the vicinity of each of the 15 with looseness It is carried out by causing the support to fixing through the fixing unit 41 to the structural member 1 with high toughness adhesive 2 and / or the fastening bracket 31 is formed separately. In addition, although the detail of the fixing metal fitting 31 is mentioned later, fundamental materials, such as a volt | bolt, a plate, and a post-construction anchor bolt, can be used suitably as needed fundamentally.

この場合、天井側の所定区画領域3とは、例えば図2に示されているように、天井側のRC梁(大梁、小梁)1aやスラブ1bや柱1cなどの躯体側構造材1と天井材(後述する区画内天井材4)により囲繞されている例えば、8m×8m程度の面領域をいい、該所定区画領域3内に位置する天井側非構造材2が本発明における支持対象部材となる。   In this case, the predetermined partition region 3 on the ceiling side is, for example, as shown in FIG. 2, the frame-side structural material 1 such as the RC beam (large beam, small beam) 1 a, slab 1 b, and column 1 c on the ceiling side. For example, a surface area of about 8 m × 8 m surrounded by a ceiling material (intra-compartment ceiling material 4 to be described later), and the ceiling-side non-structural material 2 located in the predetermined division area 3 is a member to be supported in the present invention. It becomes.

また、本発明における天井側非構造材2には、天井板4aや吸音板4bなどのような所定区画領域3内に位置する区画内天井材4と、該区画内天井材4の下表面側に取り付けられている照明器具や換気扇などの天井側設置器具(図示せず)が含まれるほか、エアコン室内機8や図示しないダクトや配管などのように天井懐6側の所定区画領域3内に設置されている天井懐設置器具7も含まれる。   Further, the ceiling-side non-structural material 2 in the present invention includes an intra-compartment ceiling member 4 such as a ceiling plate 4a and a sound absorbing plate 4b, and a lower surface side of the intra-compartment ceiling member 4 In addition to a ceiling-side installation device (not shown) such as a lighting device or a ventilation fan attached to the ceiling, the air conditioner indoor unit 8 or a duct or pipe (not shown) in the predetermined compartment 3 on the ceiling pocket 6 side An installed ceiling pocket device 7 is also included.

本発明に用いられる高延性材11は、その支持面12を介して天井側非構造材2を下支えした状態のもとで一端部13側と他端部14側とがコンクリート打ちされたRC梁(大梁、小梁)1aやスラブ1bなどからなる躯体側構造材1に定着することで配置される。   The high ductility material 11 used in the present invention is an RC beam in which one end portion 13 side and the other end portion 14 side are concrete-fired in a state where the ceiling-side non-structural material 2 is supported through the support surface 12. (Large beam, small beam) It is arranged by being fixed to the frame-side structural member 1 made of 1a, slab 1b or the like.

本発明に用いられる、扁平で、引張以外の剛性が、支持対象部材の剛性より無視できるほど小さいテープ状織物からなる高延性材11とは、ポリエステル繊維をテープ状に織成したものをいい、その具体的な諸元は、次の表1のとおりである。高延性材11の種別については、既に出願人により製品化されている高延性材A(本出願人会社の製品名「SRF100W90」)と高延性材B(同製品名「SRF200W100」)とがあり、施工現場の具体的な状況に応じて適宜使い分けられる。

Figure 2016145474
The high ductility material 11 made of a tape-like woven fabric, which is flat and has a rigidity other than tension, which is negligibly smaller than the rigidity of the member to be supported, refers to a material in which polyester fibers are woven into a tape shape. Specific specifications are shown in Table 1 below. The types of high ductility material 11 include high ductility material A (product name “SRF100W90” of the applicant company) and high ductility material B (same product name “SRF200W100”) that have already been commercialized by the applicant. Depending on the specific situation of the construction site, it can be properly used.
Figure 2016145474

また、本発明に用いられる高靱性接着剤21は、ウレタン系の一液性、無溶剤、湿気硬化タイプの剥離限界変位の大きい接着剤を好適に用いることができ、その具体的な諸元は、次の表2に示すとおりである。また、高靱性接着剤21の種別については、既に出願人により製品化されている表2の高靱性接着剤A(本出願人会社の製品名「SRF20」)と高靱性接着剤B(同製品名「SRF30」)とがあり、施工現場の具体的な状況に応じて適宜使い分けられる。

Figure 2016145474
Further, as the high toughness adhesive 21 used in the present invention, a urethane-based one-component, solventless, moisture-curing type adhesive having a large peeling limit displacement can be preferably used, and its specific specifications are as follows. As shown in Table 2 below. The types of high-toughness adhesive 21 are high-toughness adhesive A (product name “SRF20” of the applicant company) and high-toughness adhesive B (same product) that have already been commercialized by the applicant. Name "SRF30"), which is properly used according to the specific situation of the construction site.
Figure 2016145474

図3は、躯体側構造材1がRC梁1aである場合を例に、高延性材11の一端部13と他端部14とを定着する際の定着部41の詳細例を示す説明図であり、各定着部41に用いられる高靱性接着剤21については、表2における高靱性接着剤Bが用いられている。また、止着金具31については、幅が90mm前後で厚さが1.0mm前後の2枚のSUS板32と例えば規格番号がM10の1本の金属拡張アンカー33とで構成されたものが用いられている。   FIG. 3 is an explanatory view showing a detailed example of the fixing portion 41 when fixing the one end portion 13 and the other end portion 14 of the highly ductile material 11, taking as an example the case where the frame-side structural member 1 is an RC beam 1 a. The high toughness adhesive 21 used in each fixing portion 41 is the high toughness adhesive B in Table 2. Further, the fastening bracket 31 is composed of two SUS plates 32 having a width of about 90 mm and a thickness of about 1.0 mm and a single metal expansion anchor 33 having a standard number of M10, for example. It has been.

ここで、図3に基づいて定着部41の構造例を説明すれば、RC梁1aの垂直な表面に沿わせるようにして高延性材11の一端部13または他端部14が取り付けられる。   Here, if the structural example of the fixing | fixed part 41 is demonstrated based on FIG. 3, the one end part 13 or the other end part 14 of the high ductility material 11 will be attached so that it may follow along the perpendicular | vertical surface of RC beam 1a.

これを高延性材11の一端部13を取り付ける場合を例により具体的に説明すれば、図3(a)に示されているように、RC梁1aの表面側に定着させるために上方に向けて配置される高延性材11の一端部13は、先端部13a側を下方に向けて折り返し部16を介して折り返すことで往路片部17と復路片部18との二枚重ねとなってRC梁1aの表面側に配置される。   This will be described in detail by way of an example in which one end 13 of the high ductility material 11 is attached. As shown in FIG. 3A, it is directed upward in order to be fixed on the surface side of the RC beam 1a. The one end portion 13 of the high ductility material 11 arranged in this manner is folded over via the turn-back portion 16 with the tip portion 13a side facing downward to form a double stack of the forward path piece portion 17 and the return path piece portion 18. It is arranged on the surface side.

そして、RC梁1aの表面上に位置する高延性材11の往路片部17と復路片部18との間と復路片部18上との二カ所には、図3(b)に示されているように、各1個の通孔32aを備えるSUS板32が相互に対向する位置関係のもとで配置される。このとき、往路片部17と復路片部18との間に位置するSUS板32は、高靱性接着剤(高靱性接着剤B)21を介して往路片部17と復路片部18とのそれぞれの内側面側に接合される。また、RC梁1aの表面と直面する往路片部17の外側面側も高靱性接着剤(接着剤B)21を介してRC梁1aの表面側に接合される。   And in two places between the forward path piece part 17 and the return path piece part 18 of the high ductility material 11 located on the surface of the RC beam 1a and on the return path piece part 18, it is shown in FIG. As shown, the SUS plates 32 each having one through-hole 32a are arranged in a positional relationship facing each other. At this time, the SUS plate 32 positioned between the forward path piece portion 17 and the return path piece portion 18 is respectively connected to the forward path piece portion 17 and the return path piece portion 18 via the high-toughness adhesive (high-toughness adhesive B) 21. It is joined to the inner side of the. Further, the outer surface side of the outward path piece 17 facing the surface of the RC beam 1a is also joined to the surface side of the RC beam 1a via a high-toughness adhesive (adhesive B) 21.

また、この場合における定着部41は、1本の金属拡張アンカー33を一方のSUS板32の通孔32a→高延性材11の復路片部18→一方のSUS板32の通孔32a→往路片部17の順に挿通させた上で、RC梁1aの表面側へと打ち込むことで形成される。上記の例で、定着部41には、必ずしも高靱性接着剤21を用いなくてもよい。   Further, in this case, the fixing unit 41 is configured to connect one metal expansion anchor 33 to the through hole 32a of one SUS plate 32 → the return piece 18 of the high ductility material 11 → the through hole 32a of one SUS plate 32 → the forward piece. It is formed by being inserted in the order of the portion 17 and then driven into the surface side of the RC beam 1a. In the above example, the high-tough adhesive 21 is not necessarily used for the fixing portion 41.

図4は、躯体側構造材1としての梁1a、柱1cが耐火被覆されていて定着部を設けることが困難な際において、スラブ1bの下底部がフラットデッキ35である場合を例に、高延性材11の一端部13または他端部14を定着する際の定着部41の詳細例を示す説明図であり、各定着部41における高靱性接着剤21としては、表2における高靱性接着剤Bが用いられている。また、止着金具31については、幅が90mm前後で厚さが1.0mm前後の2枚のSUS板34と、フラットデッキ35と、二組のボルト38とナット39とのセットと、1本のボルト38に対し各2枚用意されるワッシャー40とで構成されたものが用いられている。   FIG. 4 shows an example in which the lower bottom portion of the slab 1b is a flat deck 35 when the beam 1a and the column 1c as the frame-side structural material 1 are fireproof coated and it is difficult to provide a fixing portion. It is explanatory drawing which shows the detailed example of the fixing | fixed part 41 at the time of fixing the one end part 13 or the other end part 14 of the ductility material 11, and as the tough adhesive 21 in each fixing part 41, the tough adhesive in Table 2 is shown. B is used. The fastening bracket 31 includes a set of two SUS plates 34 having a width of about 90 mm and a thickness of about 1.0 mm, a flat deck 35, two sets of bolts 38 and nuts 39, and one piece. The bolt 38 is composed of two washers 40 each prepared.

ここで、図4(a)に基づいて定着部41の構造例を説明すれば、下方に向けて略二等辺三角形状を呈して突出するように折曲形成されてスラブ1bの下底部を形成するフラットデッキ35が備えるリブ36の左側斜面36aと右側斜面36bとのいずれかの斜面、図示例では右側斜面36bを利用して高延性材11の一端部13または他端部14が取り付けられる。なお、リブ36の左側斜面36aと右側斜面36bとには、相互に対向する位置関係のもとで横列方向に各2個のボルト用孔37が穿設されている。   Here, a structural example of the fixing portion 41 will be described with reference to FIG. 4A. The fixing portion 41 is bent so as to protrude downward in a substantially isosceles triangle shape to form a lower bottom portion of the slab 1b. One end 13 or the other end 14 of the high ductility material 11 is attached using one of the left slope 36a and the right slope 36b of the rib 36 provided in the flat deck 35 to be used, in the illustrated example, the right slope 36b. Note that two bolt holes 37 are formed in the row direction on the left inclined surface 36a and the right inclined surface 36b of the rib 36 in a row direction.

これを高延性材11の一端部13を取り付ける場合を例により具体的に説明すれば、図4(b)に示されているように、フラットデッキ35側に定着させるために上方に向けて配置される高延性材11の一端部13は、その先端部13a側を折り返し部16を介して下方に向けて折り返すことで往路片部17と復路片部18との二枚重ねとなってリブ36の右側斜面36b側に配置される。   Specifically, the case where the one end portion 13 of the highly ductile material 11 is attached will be described by way of example. As shown in FIG. 4B, the upper duct member 11 is arranged upward to be fixed on the flat deck 35 side. The one end portion 13 of the high ductility material 11 is folded to the lower side through the folded portion 16 so that the front end portion 13a side is overlapped so that the forward path piece portion 17 and the return path piece portion 18 are overlapped. It arrange | positions at the slope 36b side.

そして、リブ36の右側斜面36b上に位置する高延性材11の往路片部17と復路片部18との間と復路片部18上との二カ所には、横列方向に各2個の通孔34aを備えるSUS板34が相互に対向する位置関係のもとで配置される。このとき、往路片部17と復路片部18との間に位置する一方のSUS板34は、高靱性接着剤(高靱性接着剤B)21を介して往路片部17と復路片部18とのそれぞれの内側面側に接合される。また、また、リブ36の右側斜面36aと対面する位置にある往路片部17も高靱性接着剤(高靱性接着剤B)21を介して支持片部36の右側斜面36b側に接合される。   In addition, two passages in the row direction are provided at two places between the forward piece 17 and the backward piece 18 of the highly ductile material 11 positioned on the right slope 36b of the rib 36, respectively. The SUS plates 34 provided with the holes 34a are arranged in a positional relationship facing each other. At this time, one SUS plate 34 positioned between the outward path piece 17 and the return path piece 18 is connected to the outward path piece 17 and the return path piece 18 via the high-toughness adhesive (high-toughness adhesive B) 21. It is joined to each inner surface side. Further, the outward path piece portion 17 at a position facing the right slope surface 36 a of the rib 36 is also joined to the right slope surface 36 b side of the support piece portion 36 via the high toughness adhesive agent (high toughness adhesive B) 21.

そして、この場合における定着部41は、それぞれのボルト38に1枚のワッシャー40を介在させた上で、一方のSUS板34の通孔34a→高延性材11の復路片部18→他方のSUS板34の通孔34a→往路片部17→リブ36の右側斜面36bのボルト用孔37→左側斜面36aのボルト用孔37の順に貫通させ、さらに1枚のワッシャー40を介在させた上でナット39を緊締することで形成される。   In this case, the fixing unit 41 has a single washer 40 interposed between the bolts 38, the through hole 34 a of one SUS plate 34 → the return piece 18 of the high ductility material 11 → the other SUS. The through hole 34a of the plate 34 → the forward passage piece 17 → the bolt hole 37 of the right inclined surface 36b of the rib 36 → the bolt hole 37 of the left inclined surface 36a are passed through in this order, and a nut is provided with a single washer 40 interposed therebetween. It is formed by tightening 39.

次に、以上に述べた定着部41を介して高延性材11を定着することで支持される支持対象部材としての天井側非構造材2が所定区画領域3内に位置する軽量な区画内天井材4である場合を例に、図2に基づいて第1の発明を説明する。   Next, a lightweight intra-compartment ceiling in which the ceiling-side non-structural material 2 as a support target member supported by fixing the high ductility material 11 through the fixing unit 41 described above is located in the predetermined compartment area 3. Taking the case of the material 4 as an example, the first invention will be described based on FIG.

すなわち、図2(b)に示されているように、区画内天井材4に対し縦横2m程度の間隔で各2本ずつ以上、図2(b)に示す例では縦横各3本ずつ用意される高延性材11は、図2(a)に示されているように区画内天井材4の下表面側と対面する保持面12のそれぞれを高靱性接着剤21を介して下表面に接合させた状態のもとで、縦横方向でのそれぞれの安定的な下支えを可能に略直交配置される。   That is, as shown in FIG. 2 (b), two or more are prepared at intervals of about 2 m in length and breadth with respect to the ceiling material 4 in the compartment, and in the example shown in FIG. As shown in FIG. 2A, the high ductility material 11 is formed by joining each of the holding surfaces 12 facing the lower surface side of the intra-compartment ceiling material 4 to the lower surface via a high-toughness adhesive 21. In such a state, they are arranged substantially orthogonally so as to enable stable support in the vertical and horizontal directions.

また、各高延性材11の一端部13と他端部14とは、それぞれが対応する位置関係にある区画内天井材4におけるそれぞれの周縁部5に各別に設けたスリット5aを介して天井懐7内へと引き込む。なお、図2(b)中の符号56は、定期点検用の点検口を示す。   Further, the one end 13 and the other end 14 of each highly ductile material 11 are connected to each other through slits 5a provided in the respective peripheral edge portions 5 of the in-compartment ceiling material 4 in the corresponding positional relationship. Pull into 7. In addition, the code | symbol 56 in FIG.2 (b) shows the inspection port for a periodic inspection.

図5は、区画内天井材4の周縁部5に設けられたスリット5aと高延性材11との配置関係を詳細に示す説明図である。同図によれば、天井板4aとその下面に一体的に配置される吸音板4bとで構成されている区画内天井材4は、る野縁材51を介して支持されている。また、該野縁材51は、チャンネルクリップ52を介して天井懐7内の野縁材受け53に連結されており、該野縁材受け53は、吊り金具54を介して例えばスラブ1b側に支持されている。   FIG. 5 is an explanatory diagram showing in detail the positional relationship between the slits 5 a provided in the peripheral edge 5 of the intra-compartment ceiling material 4 and the highly ductile material 11. According to the figure, the in-compartment ceiling material 4 constituted by the ceiling plate 4a and the sound absorbing plate 4b arranged integrally on the lower surface thereof is supported via the field edge material 51. Further, the field edge material 51 is connected to a field edge material receiver 53 in the ceiling pocket 7 via a channel clip 52, and the field edge material receiver 53 is connected to, for example, the slab 1b side via a hanging metal fitting 54. It is supported.

また、区画内天井材4は、使用される高延性材の本数とその位置により特定される周縁部5の適宜位置にスリット5aが各別に形成されており、図1、図2および図5に示されているように、これらのスリット5aを介して各高延性材のそれぞれの一端部13と他端部14とを天井懐6内へと引き込むことができるようになっている。   Further, the ceiling material 4 in the compartment is formed with slits 5a at appropriate positions on the peripheral edge portion 5 specified by the number of the high ductility materials used and the positions thereof, as shown in FIG. 1, FIG. 2, and FIG. As shown, the one end 13 and the other end 14 of each highly ductile material can be drawn into the ceiling pocket 6 through these slits 5a.

そして、天井懐6内に引き込まれた高延性材11の一端部13と他端部14とは、それぞれの中途部位15に緩みを持たせた状態のもとで近傍に位置する躯体側構造材1に各別に既に説明した定着部41を形成して定着することにより、それぞれの保持面12を介して区画内天井材4がその下表面側から各別に下支えされた状態で支持されることになる。なお、この場合の高延性材11の中途部位15における緩みの程度は、1カ所につき、定着部41からスリット5aまでの間で100m程度までとするのが好ましい。また、高延性材11の一端部13と他端部14とを各別に天井懐6側に引き込んだ後の各スリット5aは、パテなどの適宜の充填材55を用いて穴埋めされる。   The one end portion 13 and the other end portion 14 of the high ductility material 11 drawn into the ceiling pocket 6 are located in the vicinity under the condition that each midway portion 15 is loosened. By forming and fixing the fixing portion 41 already described separately in 1, the in-compartment ceiling material 4 is supported in a state of being supported separately from the lower surface side through the respective holding surfaces 12. Become. In this case, it is preferable that the degree of looseness in the midway portion 15 of the highly ductile material 11 is about 100 m between the fixing portion 41 and the slit 5a at one location. Moreover, each slit 5a after drawing the one end part 13 and the other end part 14 of the high ductility material 11 separately to the ceiling pocket 6 side is filled with an appropriate filler 55 such as a putty.

さらに、定着部41を介して高延性材11を定着することで支持される天井側非構造材2が所定区画領域3内の天井懐設置器具7のひとつであるエアコン室内機8である場合を例に第1の発明を説明する。   Furthermore, the case where the ceiling-side non-structural material 2 supported by fixing the high ductility material 11 through the fixing unit 41 is an air conditioner indoor unit 8 that is one of the ceiling installation devices 7 in the predetermined partition region 3. The first invention will be described as an example.

すなわち、天井懐設置器具7としてのエアコン室内機8は、図1および図2に示されているように、天井カセット型タイプのもであり、天井懐6側にて例えばスラブ1b側に四隅の吊元部9を介して吊持されている。この場合、2本の高延性材11は、吊元部9の各側面9aの少なくとも2カ所に設けられている把手等の把持金具10に対応部位を各別に巻き付けたり結び付けて形成される保持部19を介することでエアコン室内機8の吊持を可能に配置される。   That is, the air conditioner indoor unit 8 as the ceiling pocket installation instrument 7 is of the ceiling cassette type as shown in FIGS. 1 and 2, and has four corners on the ceiling pocket 6 side, for example, on the slab 1b side. It is suspended via a suspension base 9. In this case, the two high ductility members 11 are formed by winding or connecting the corresponding parts separately to the gripping fittings 10 such as handles provided at at least two positions 9a of the side surface 9a of the suspension base 9. The air conditioner indoor unit 8 can be suspended by being interposed 19.

そして、高延性材11のそれぞれの一端部13側と他端部14側とは、天井懐7内にて躯体側構造材1に対し、既に説明した定着部41を形成して各別に定着することにより、天井懐設置器具7としてのエアコン室内機8は、吊元部9にあって対面する両側面9a側に位置して各別に形成されるそれぞれの保持部19を介することで吊持するようにして保持されることになる。なお、この場合の高延性材11の中途部位15における緩みの程度は、1カ所につき、定着部41からエアコン室内機9がその吊元部9までの間で100m程度までとするのが好ましい。   The one end portion 13 side and the other end portion 14 side of the high ductility material 11 are fixed separately by forming the already-described fixing portion 41 to the housing-side structural material 1 in the ceiling pocket 7. Thus, the air conditioner indoor unit 8 as the ceiling pocket installation device 7 is suspended by the holding portions 19 that are formed on the opposite sides 9 a side of the suspension base portion 9 and facing each other. It will be held in this way. In this case, it is preferable that the degree of looseness in the midway portion 15 of the highly ductile material 11 is about 100 m between the fixing portion 41 and the air-conditioning indoor unit 9 from the hanging portion 9 to one place.

一方、第2の発明(崩落防止構造)は、以上に述べたいずれかの第1の発明(崩落防止方法)を用いて支持対象部材である天井側非構造材2のそれぞれを躯体側構造材1に各別に支持させたことを特徴としている。この場合、定着部41とスリット5aとの間、または定着部41と天井懐設置器具7との間の中途部位15に位置する高延性材11を100mm程度までの長さの緩みを持たせて設置するのが望ましい。   On the other hand, according to the second invention (collapse prevention structure), each of the ceiling-side non-structural materials 2 that are the support target members using any one of the above-described first inventions (collapse prevention method) It is characterized in that it is supported by 1 separately. In this case, the high ductility material 11 located in the middle part 15 between the fixing unit 41 and the slit 5a or between the fixing unit 41 and the ceiling pocket installation instrument 7 is loosened to a length of about 100 mm. It is desirable to install.

次に、本発明についての安全性を照査する方法を述べる。以下、個々の数値は、事務所等の一般建物における代表的な値であり、個々の施設の区画内天井材4等の天井側非構造材2の重量、寸法、数量に応じて変更することとする。まず、荷重条件についてみれば、一般的な天井材等は、合計で20kgf/m(=200N/m)程度の重量である。8m×8mの補強範囲に位置する区画内天井材4であれば、総重量Wは、次の「数1」の式で求めることができる。

Figure 2016145474
Next, a method for checking the safety of the present invention will be described. Hereinafter, each numerical value is a typical value in a general building such as an office, and should be changed according to the weight, size, and quantity of the ceiling-side non-structural material 2 such as the ceiling material 4 in each facility. And First, in terms of load conditions, general ceiling materials and the like have a total weight of about 20 kgf / m 2 (= 200 N / m 2 ). If the intra-compartment ceiling member 4 is located in the reinforcement range of 8 m × 8 m, the total weight W can be obtained by the following “Equation 1”.
Figure 2016145474

また、高延性材11の破断について検討すれば、表1の高延性材Aの破断張力Quは、一本当たりについて、次の「数2」の式から求めることができる。

Figure 2016145474
Further, if the breaking of the high ductility material 11 is examined, the breaking tension Qu of the high ductility material A shown in Table 1 can be obtained from the following “Equation 2” per one.
Figure 2016145474

しかも、図1に示されているように、高延性材11(表1の高延性材A)は、8m×8mの補強範囲に位置する区画内天井材4を6本で吊っている。仮に、この半数しか効かない場合でも、一本当たりの張力Qは、次の「数3」の式に示すように、破断張力を遙かに下回るので、天井材等が崩落しようとして、高延性材11に張力が発生しても、該高延性材11は破断しない。

Figure 2016145474
Moreover, as shown in FIG. 1, the high ductility material 11 (the high ductility material A in Table 1) suspends the in-compartment ceiling material 4 located in the reinforcement range of 8 m × 8 m with six pieces. Even if only half of this works, the tension Q per piece is much lower than the breaking tension, as shown in the following “Equation 3”. Even if tension is generated in the material 11, the highly ductile material 11 does not break.
Figure 2016145474

また、天井カセットタイプのエアコン室内機8の重量(W)は、W=40kgf=400N前後である。これを図1および図2(b)に示すように2本の高延性材11で支持する。仮に半数のみ有効であるとした場合でも、一本当たりの張力Qは、次の「数4」の式に示すように、破断張力Quを遙かに下回るので、これが崩落しようとして高延性材11に張力が発生しても、該高延性材11は破断しない。

Figure 2016145474
Further, the weight (W) of the ceiling cassette type air conditioner indoor unit 8 is around W = 40 kgf = 400 N. This is supported by two high ductility materials 11 as shown in FIG. 1 and FIG. Even if only half of them are effective, the tension Q per one is much lower than the breaking tension Qu as shown in the following “Equation 4”. Even if tension is generated, the high ductility material 11 does not break.
Figure 2016145474

次いで、定着部41の破壊について検討すれば、図2(b)に示されているように、8m×8mの補強範囲に位置する区画内天井材4に対して定着部41が12カ所、エアコン室内機8の吊元部9に対して定着部41が4カ所それぞれ設けられている。定着部41の強度は、高延性材11の高靱性接着剤21に対する剥離限界強度Fe、ボルト38のせん断破壊Fsのうち、小さい方で決まる。このうち、高延性材11の高靱性接着剤21に対する剥離限界強度Feは、次の「数5」の式で求めることができる。ただし、wは高延性材11の幅、Efは有効ヤング率、tは厚さであり、表1に記載している。また、Gfは高靱性接着剤21の界面剥離エネルギーであり、表2に記載している。

Figure 2016145474
Next, considering the destruction of the fixing unit 41, as shown in FIG. 2B, the fixing unit 41 has twelve fixing units 41 with respect to the intra-compartment ceiling member 4 located in the reinforcing range of 8 m × 8 m. Four fixing portions 41 are provided for the suspension base portion 9 of the indoor unit 8 respectively. The strength of the fixing portion 41 is determined by the smaller one of the peeling limit strength Fe of the high ductility material 11 with respect to the high toughness adhesive 21 and the shear fracture Fs of the bolt 38. Among these, the peeling limit strength Fe of the high ductility material 11 with respect to the high-toughness adhesive 21 can be obtained by the following equation (5). However, w is the width of the high ductility material 11, Ef is the effective Young's modulus, and t is the thickness, which are described in Table 1. Gf is the interfacial peel energy of the high tough adhesive 21 and is listed in Table 2.
Figure 2016145474

また、ボルト(例えば、M6SUS、一か所につき2本使用)38のせん断強度Fsは、有効断面積(20.1mm)と許容応力度(135N/mm)とを乗じる次の「数6」の式により求めることができる。

Figure 2016145474
Further, bolts (e.g., M6SUS, one location per two used) shear strength Fs 38, the following "number multiplying the effective area (20.1 mm 2) and the allowable stress (135N / mm 2) 6 It can obtain | require by the type | formula.
Figure 2016145474

したがって、定着部41の強度Fuは、次の「数7」の式から求めることができる。

Figure 2016145474
Accordingly, the strength Fu of the fixing unit 41 can be obtained from the following equation (7).
Figure 2016145474

図2(b)に示す例では、12カ所の定着部41があり、仮に、半数のみ有効な場合であっても、一か所当たりに作用する力Fは、次の「数8」の式に示すように定着部41の強度Fuを下回るので、定着部41が破壊されることはない。

Figure 2016145474
In the example shown in FIG. 2B, there are twelve fixing portions 41, and even if only half of them are effective, the force F acting on one place is expressed by the following equation (8). As shown in FIG. 4, since the strength Fu of the fixing unit 41 is lower, the fixing unit 41 is not destroyed.
Figure 2016145474

したがって、図2(b)に示す構造は、8m×8mの補強範囲に位置する区画内天井材4およびエアコン室内機8の崩落を防止する強度を有するものであることが確認された。   Therefore, it was confirmed that the structure shown in FIG. 2 (b) has a strength that prevents collapse of the ceiling material 4 in the compartment and the air conditioner indoor unit 8 located in the reinforcing range of 8 m × 8 m.

以上に述べたように、第1の発明(崩落防止方法)によれば、天井側の所定区画領域3内に設置されている支持対象部材としての天井側非構造材2は、複数本の高延性材11の保持面12を介して略均等に下支えさせた状態のもとでそれぞれの一端部13側と他端部14側とを、天井懐7内に位置するそれぞれの中途部位15に緩みを持たせながら近傍に位置する躯体側構造材1に各別に定着して安定的に支持させることができるので、地震発生時に確実にその崩落を防止して地震災害の軽減に資するところが大きい。また、高延性材11は、適度の緩みをもたせて定着されているので、その定着作業時や大地震等で震動した際にも、配管等の設備、既存の吊り金具等の天井懐設置器具7を傷めることもない。   As described above, according to the first invention (collapse prevention method), the ceiling-side non-structural material 2 as the support target member installed in the predetermined partition region 3 on the ceiling side has a plurality of high heights. Each end portion 13 side and the other end portion 14 side are loosened to the respective midway portions 15 located in the ceiling pocket 7 under the condition that they are supported substantially uniformly via the holding surface 12 of the ductile material 11. Since it can be separately fixed and stably supported on the structural member 1 located in the vicinity while holding the material, the collapse is surely prevented in the event of an earthquake, which greatly contributes to the reduction of earthquake disasters. Further, since the high ductility material 11 is fixed with moderate looseness, equipment such as piping and existing ceiling fittings such as existing hanging fittings can be used even during the fixing work or when it is shaken by a large earthquake or the like. 7 is not damaged.

さらに、本発明の設置法により、定着部41付近の高延性材11は概ね鉛直方向を向いており、崩落しようとする物体の荷重を張力として受けることになる。一方、従来からある崩落防止ネットの定着部は、ほぼ水平に張られたケーブル張力の鉛直方向分力で落下防止しようとすることが多く、崩落しようとする物体の重量に比べて非常に大きな張力を受ける危険性が非特許文献2でも指摘されている。また、吊りボルト等は鉛直方向に設置されている点では、本発明と同様であるが、吊りボルト自体に曲げ、せん断剛性があり、地震による揺れで左右に天井材等が変位した場合に、取り付け部位、および定着部に直接様々な荷重が作用して破壊する可能性がある。本発明は、緩みを持たせて、ほぼ鉛直方向に設置した引張以外の剛性がほとんどない高延性材11で天井材等を吊る構造を用いることでこれらの問題を避けている。   Further, according to the installation method of the present invention, the high ductility material 11 in the vicinity of the fixing portion 41 is substantially oriented in the vertical direction, and receives the load of the object to be collapsed as a tension. On the other hand, the fixing part of the conventional collapse prevention net often attempts to prevent the fall by the vertical component of the cable tension stretched almost horizontally, and the tension is much larger than the weight of the object to collapse. Non-patent document 2 also points out the danger of receiving this. In addition, the suspension bolts and the like are the same as the present invention in that they are installed in the vertical direction, but the suspension bolts themselves are bent and have shear rigidity, and when the ceiling material or the like is displaced from side to side due to shaking due to an earthquake, There is a possibility that various loads may directly act on the attachment site and the fixing portion to be broken. The present invention avoids these problems by using a structure in which a ceiling material or the like is hung with a high ductility material 11 that is loose and has almost no rigidity other than tension installed in a substantially vertical direction.

しかも、高延性材11は、扁平で、引張以外の剛性が、支持対象部材である天井側非構造材2の剛性より無視できるほど小さいテープ状織物により形成されていることから、曲げたり、ひねったりすることで天井懐6内の既設の諸設備や既存の吊り金具54等を容易にかわすことができるので、これらの既設の諸設備や既存の吊り具等を傷めたりせずに迅速に施工することができる。また、定着場所と施工方法については、現地の状況に臨機応変に対応すべく柔軟に適宜選択することができので、工事が不可能になるということもない。また、高延性材11の一端部13と他端部14との躯体側構造材1側への定着は、高靱性接着剤21と止着金具31とを用いて形成される定着部41により確実に行うことができる。さらに、施工は、事前の調査に基づいて、高延性材11および定着部41の配置と仕様とを決めて、これに従って簡単な手作業で実施することができることになる。   Moreover, since the high ductility material 11 is flat and is formed of a tape-shaped woven fabric having rigidity other than tension that is negligibly smaller than the rigidity of the ceiling-side non-structural material 2 that is a support target member, the high ductility material 11 is bent or twisted. Can easily dodge existing facilities in the ceiling pocket 6 and existing suspension fittings 54, etc., so construction can be done quickly without damaging these existing facilities and existing suspension tools. can do. In addition, the fixing place and construction method can be selected flexibly and appropriately in response to the local situation, so that construction is not impossible. Further, the fixing of the one end portion 13 and the other end portion 14 of the high ductility material 11 to the housing-side structural material 1 side is ensured by the fixing portion 41 formed using the high-toughness adhesive 21 and the fastening bracket 31. Can be done. Furthermore, the construction can be carried out by simple manual work by determining the arrangement and specifications of the high ductility material 11 and the fixing portion 41 based on a preliminary investigation.

また、第1の発明において天井側非構造材2が軽量な区画内天井材4である場合には、縦横各3本ずつ、高延性材11を区画内天井材4の下表面側に略直交配置し、それぞれの保持面12を高靱性接着剤21を介して区画内天井材4側に接合させた上で、それぞれの一端部13と他端部14とをスリット5aを介して天井懐6内に引き込んで躯体側構造材1に各別に定着することで、区画内天井材4を一単位としてその全体を安定的に支持することができる。   Further, in the first invention, when the ceiling-side non-structural material 2 is a lightweight intra-compartment ceiling material 4, the high ductility material 11 is approximately orthogonal to the lower surface side of the intra-compartment ceiling material 4 in each of three vertical and horizontal parts. After each holding surface 12 is joined to the intra-compartment ceiling material 4 side through the high-toughness adhesive 21, the one end 13 and the other end 14 are connected to the ceiling 6 through the slit 5a. By pulling it in and fixing it individually to the frame-side structural material 1, the entire compartment ceiling material 4 can be supported stably as a unit.

しかも、高延性材11は、扁平で、引張以外の剛性が、支持対象部材である天井側非構造材2の剛性より無視できるほど小さいテープ状織物により形成されているので、区画内天井材4の下表面側に見えるように設置しても、目立たないばかりでなく、さらに塗装を施すことでほとんど気づかれなくすることができるので、施工後であっても区画内天井材4の下表面側の美観を損ねることもない。   Moreover, since the high ductility material 11 is flat and is formed of a tape-like woven fabric whose rigidity other than tension is negligibly smaller than the rigidity of the ceiling-side non-structural material 2 that is the member to be supported, the ceiling material 4 in the compartment Even if it is installed so that it can be seen on the lower surface side, it is not noticeable, and it can be made almost unnoticeable by painting, so the lower surface side of the ceiling material 4 in the compartment even after construction There is no loss of aesthetics.

さらに、高延性材11が定着部41とスリット5aとの間にひねりを持たせて設置され、定着部41が躯体側構造材1の側面1dに設けられている場合には、天井材等が崩落しようとして高延性材11に生ずる張力(鉛直力)に対して概ね並行な面になり、定着部41を構成する高靱性接着剤21、あるいはボルト38に対して、抵抗力がせん断力となって作用するので、定着部41により形成される定着機構に安定した効果を発揮させることができる。   Further, when the high ductility material 11 is installed with a twist between the fixing portion 41 and the slit 5a and the fixing portion 41 is provided on the side surface 1d of the housing-side structural material 1, a ceiling material or the like is used. The surface becomes substantially parallel to the tension (vertical force) generated in the high ductility material 11 in an attempt to collapse, and the resistance force becomes a shearing force against the high tough adhesive 21 or the bolt 38 constituting the fixing portion 41. Therefore, the fixing mechanism formed by the fixing unit 41 can exhibit a stable effect.

また、第1の発明において区画内天井材4側に取り付けられている照明灯や換気扇等の天井側設置器具(図示せず)も天井側非構造材2に含まれる場合には、該天井側設置器具も区画内天井材4側と一体的に高延性材11で支持することで、天井側設置器具側が区画内天井材4側から離脱して崩落するのを確実に防止することができる。   In addition, when the ceiling-side non-structural material 2 includes a ceiling-side installation device (not shown) such as an illuminating lamp or a ventilation fan attached to the intra-compartment ceiling material 4 side in the first invention, the ceiling side By supporting the installation tool with the high ductility material 11 integrally with the intra-compartment ceiling material 4 side, it is possible to reliably prevent the ceiling-side installation equipment side from separating from the intra-compartment ceiling material 4 side and collapsing.

さらに、天井側非構造材2が所定区画領域3内の1以上の天井懐設置器具7である場合には、高延性材11を1の天井懐設置器具7に対し少なくとも2本で吊持するように保持させた状態のもとでそれぞれの一端部13側と他端部14側とを天井懐6内にて躯体側構造材1に各別に定着することで、天井懐6内の天井懐設置器具7を個別に安定的に支持することができる。   Furthermore, when the ceiling-side non-structural material 2 is one or more ceiling pocket installation devices 7 in the predetermined partition region 3, the high ductility material 11 is suspended from at least two ceiling pocket installation devices 7. In this state, the one end 13 side and the other end 14 side are fixed separately to the housing-side structural member 1 in the ceiling pocket 6, so that the ceiling pocket in the ceiling pocket 6 is fixed. The installation tool 7 can be supported individually and stably.

一方、第2の発明(崩落防止構造)によれば、請求項1ないし4のいずれかに記載の構築物の天井側非構造材の崩落防止方法を用いて支持対象部材である天井側非構造材2のそれぞれを躯体側構造材1に各別に支持させてあるので、支持対象部材としての天井側非構造材2のそれぞれを躯体側構造材1に各別に安定的に支持させることで、地震発生時に確実にその崩落を防止することができる。また、高延性材11は、容易にひねったり、曲げたりでき、削孔できるので、梁1a・スラブ1b等の側面にビス等を用いた単純明快な機械的定着機構を形成でき、崩落防止ネットのように定着部のディテールの設計・施工によって効果が限られるといったような問題を少なくすることができる。さらに、高延性材11、定着部41の重量は、従来法に用いられる吊り金具、ワイヤーなどに比べて小さく、重量増による危険性の増大をほとんどなくすことができる。また、高延性材11、定着部41に用いるボルト38やプレート等からなる止着金具31自体が落下して人命に危害を加えたり、設備を破損したりする危険性もほとんどなくすことができる。しかも、このとき、、定着部41とスリット5aとの間、または定着部41と天井懐設置器具7との間に位置する高延性材を100mm程度までの長さの緩みを持たせて設置してあれば、その定着作業時や大地震等で震動した際にも、配管等の設備、既存の吊り金具等を傷めることもない。   On the other hand, according to 2nd invention (collapse prevention structure), the ceiling side non-structural material which is a support object member using the collapse prevention method of the ceiling side non-structural material of the structure in any one of Claim 1 thru | or 4 Since each of 2 is supported by the frame-side structural material 1 separately, each of the ceiling-side non-structural materials 2 as the support target members is stably supported by the frame-side structural material 1 to generate an earthquake. Sometimes it can be reliably prevented from collapsing. Further, since the high ductility material 11 can be easily twisted and bent and drilled, a simple mechanical fixing mechanism using screws or the like can be formed on the side surfaces of the beams 1a and slabs 1b, etc. As described above, it is possible to reduce the problem that the effect is limited by the design and construction of the details of the fixing portion. Furthermore, the weights of the high ductility material 11 and the fixing portion 41 are smaller than those of the hanging metal fittings and wires used in the conventional method, and the increase in the risk due to the increase in weight can be almost eliminated. Further, it is possible to eliminate the danger that the fastening metal fitting 31 itself made of the bolts 38 and the plates used for the high ductility material 11 and the fixing portion 41 may fall and cause harm to human life or damage the equipment. In addition, at this time, a highly ductile material positioned between the fixing unit 41 and the slit 5a or between the fixing unit 41 and the ceiling installation device 7 is installed with a slack of up to about 100 mm. If there is, it will not damage the equipment such as piping and existing suspension fittings during the fixing work or when it is shaken by a large earthquake.

1 躯体側構造材
1a 梁(大梁、小梁)
1b スラブ
1c 柱
1d側面
2 天井側非構造材
3 所定区画領域
4 区画内天井材
4a 天井板
4b 吸音板
5 周縁部
5a スリット
6 天井懐
7 天井懐設置器具
8 エアコン室内機
9 吊元部
9a 側面
10 把持金具
11 高延性材
12 保持面
13 一端部
13a 先端部
14 他端部
14a 先端部
15 中途部位
16 折り返し部
17 往路片部
18 復路片部
19 保持部
21 高靱性接着剤
31 止着金具
32 SUS板
32a 通孔
33 金属拡張アンカー
34 SUS板
34a 通孔
36 フラットデッキ
36 リブ
36a 左側斜面
36b 右側斜面
37 ボルト用孔
38 ボルト
39 ナット
40 ワッシャー
41 定着部
51 野縁材
52 チャンネルクリップ
53 野縁材受け
54 吊り金具
55 充填材
56 点検口
1 Frame side structural material 1a Beam (large beam, small beam)
DESCRIPTION OF SYMBOLS 1b Slab 1c Column 1d Side surface 2 Ceiling side non-structural material 3 Predetermined partition area 4 Ceiling material in the partition 4a Ceiling plate 4b Sound absorbing plate 5 Peripheral portion 5a Slit 6 Ceiling pocket 7 Ceiling pocket installation tool 8 Air conditioner indoor unit 9 Suspension base portion 9a Side surface DESCRIPTION OF SYMBOLS 10 Holding metal fitting 11 High ductility material 12 Holding surface 13 One end part 13a Tip part 14 Other end part 14a Tip part 15 Midway part 16 Folding part 17 Outward piece part 18 Return piece part 19 Holding part 21 High toughness adhesive 31 Fastening metal fitting 32 SUS plate 32a through hole 33 metal expansion anchor 34 SUS plate 34a through hole 36 flat deck 36 rib 36a left side slope 36b right side slope 37 bolt hole 38 bolt 39 nut 40 washer 41 fixing part 51 field edge material 52 channel clip 53 field edge material Receptor 54 Suspension bracket 55 Filler 56 Inspection port

Claims (7)

梁や柱などの躯体側構造材で囲繞された天井側の所定区画領域内に設置されている天井側非構造材を支持対象部材とし、
該天井側非構造材のそれぞれは、扁平で、引張以外の剛性が、前記支持対象部材の剛性より無視できるほど小さいテープ状織物からなる複数本の高延性材により略均等に保持させた状態のもとでそれぞれの一端部側と他端部側とを、天井懐内に位置する中途部位のそれぞれに緩みを持たせながら近傍に位置する前記躯体側構造材に各別に高靱性接着剤および/または止着金具を用いて定着して形成される定着部を介して支持させることを特徴とする構築物における天井側非構造材の崩落防止方法。
A ceiling-side non-structural material installed in a predetermined partition area on the ceiling side surrounded by a frame-side structural material such as a beam or a column is used as a support target member.
Each of the non-structural materials on the ceiling side is flat, and is substantially uniformly held by a plurality of highly ductile materials made of a tape-shaped woven fabric having rigidity other than tension that is negligibly smaller than the rigidity of the support target member. Originally, each of the one end side and the other end side is respectively provided with a high toughness adhesive and / or the above-mentioned structural body side member located in the vicinity while loosening each of the midway portions located in the ceiling pocket. Alternatively, a method for preventing a collapse of a ceiling-side non-structural material in a structure, which is supported by a fixing portion formed by fixing using a fastening metal fitting.
前記天井側非構造材は、前記所定区画領域内に位置する区画内天井材であり、
前記高延性材は、前記区画内天井材に対し縦横2m程度の間隔で各2本ずつ以上を該区画内天井材の下表面側と対面する保持面のそれぞれを高靱性接着剤を介して前記下表面側に接合させた状態のもとで下支え可能に略直交配置し、
前記高延性材のそれぞれの前記一端部と前記他端部とは、対応する位置関係にある前記区画内天井材におけるそれぞれの周縁部に各別に設けられているスリットを介して天井懐内へと引き込んで前記躯体側構造材に各別に定着して前記区画内天井材を支持する請求項1に記載の構築物における天井側非構造材の崩落防止方法。
The ceiling-side non-structural material is an in-compartment ceiling material located in the predetermined compartment area,
The high ductility material has two or more of each holding surface facing the lower surface side of the ceiling material in the compartment at intervals of about 2 m in length and breadth with respect to the ceiling material in the compartment through a high-tough adhesive. Arranged almost orthogonally so that it can be supported under the condition of being joined to the lower surface side.
The one end portion and the other end portion of the highly ductile material are respectively provided to the ceiling pocket through slits provided separately in the respective peripheral edge portions of the intra-compartment ceiling material in a corresponding positional relationship. The method for preventing a collapse of a ceiling-side non-structural material in a structure according to claim 1, wherein the ceiling-side ceiling material is supported by being pulled in and fixed separately to the housing-side structural material.
前記天井側非構造材には、前記区画内天井材側に取り付けられている照明灯や換気扇等の天井側設置器具を含む請求項2に記載の構築物における天井側非構造材の崩落防止方法。 The method according to claim 2, wherein the ceiling-side non-structural material includes a ceiling-side installation device such as an illuminating lamp or a ventilation fan attached to the ceiling material side in the compartment. 前記高延性材は、前記定着部と前記スリットとの間にひねりを持たせて設置され、前記定着部は、前記躯体側構造材の側面に設ける請求項1ないし3のいずれかに記載の構築物における天井側非構造材の崩落防止方法。 The structure according to any one of claims 1 to 3, wherein the high ductility material is installed with a twist between the fixing portion and the slit, and the fixing portion is provided on a side surface of the housing-side structural material. For preventing collapse of non-structural material on the ceiling side. 前記天井側非構造材は、前記所定区画領域内における1以上の天井懐設置器具であり、
前記高延性材は、1の前記天井懐設置器具に対し少なくとも2本を該天井懐設置器具に対し保持を可能に配置し、
前記高延性材のそれぞれの前記一端部側と前記他端部側とは、天井懐内にて前記躯体側構造材に各別に定着して前記天井懐設置器具を支持する請求項1に記載の構築物における天井側非構造材の崩落防止方法。
The ceiling-side non-structural material is one or more ceiling pocket installation instruments in the predetermined partition area,
The high ductility material is arranged such that at least two of the ceiling pocket installation devices can be held with respect to the ceiling pocket installation device,
The said one end part side and the said other end part side of each of the said high ductility material are each fixed to the said housing | casing side structural material within a ceiling pocket, and support the said ceiling pocket installation instrument. A method for preventing the collapse of non-structural materials on the ceiling side in structures.
請求項1ないし5のいずれかに記載の天井側非構造材の崩落防止方法を用いて前記支持対象部材である前記天井側非構造材のそれぞれを前記躯体側構造材に各別に支持させたことを特徴とする構築物における天井側非構造材の崩落防止構造。 Each of the said ceiling side non-structural material which is the said support object member was made to support each separately in the said housing side structural material using the fall prevention method of the ceiling side non-structural material in any one of Claim 1 thru | or 5. A structure for preventing collapse of the non-structural material on the ceiling side in the structure characterized by the above. 請求項1ないし5のいずれかに記載の天井側非構造材の崩落防止方法を用いて前記支持対象部材である前記天井側非構造材のそれぞれを前記躯体側構造材に各別に支持させた際、前記定着部と前記スリットとの間、または前記定着部と前記天井懐設置器具との間に位置する前記高延性材を100mm程度までの長さの緩みを持たせて設置した請求項6に記載の構築物における天井側非構造材の崩落防止構造。 When each of the said ceiling side non-structural material which is the said support object member is made to support each separately by the said housing side structural material using the fall prevention method of the ceiling side non-structural material in any one of Claim 1 thru | or 5 The high ductility material positioned between the fixing unit and the slit or between the fixing unit and the ceiling pocket installation device is installed with a slack of up to about 100 mm. Structure for preventing collapse of non-structural material on the ceiling side in the described structure.
JP2015022574A 2015-02-06 2015-02-06 Method for preventing collapse of ceiling-side non-structural material in structure and its structure Active JP6430277B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015022574A JP6430277B2 (en) 2015-02-06 2015-02-06 Method for preventing collapse of ceiling-side non-structural material in structure and its structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015022574A JP6430277B2 (en) 2015-02-06 2015-02-06 Method for preventing collapse of ceiling-side non-structural material in structure and its structure

Publications (2)

Publication Number Publication Date
JP2016145474A true JP2016145474A (en) 2016-08-12
JP6430277B2 JP6430277B2 (en) 2018-11-28

Family

ID=56686072

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015022574A Active JP6430277B2 (en) 2015-02-06 2015-02-06 Method for preventing collapse of ceiling-side non-structural material in structure and its structure

Country Status (1)

Country Link
JP (1) JP6430277B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018165539A (en) * 2017-03-28 2018-10-25 エヌパット株式会社 Structure for stopping vibration of ceiling-suspended object, and execution method thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090103314A1 (en) * 2007-10-18 2009-04-23 Illuminets, Llc System and method for providing decorative fluorexcent light fixtures
JP2013177795A (en) * 2011-10-28 2013-09-09 Okuju Co Ltd Structure and method for reinforcing planar structure
JP2014001536A (en) * 2012-06-15 2014-01-09 Honda Motor Co Ltd Ceiling fall prevention structure
JP2015124556A (en) * 2013-12-27 2015-07-06 株式会社大林組 Structure for preventing falling of ceiling material and construction method thereof

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20090103314A1 (en) * 2007-10-18 2009-04-23 Illuminets, Llc System and method for providing decorative fluorexcent light fixtures
JP2013177795A (en) * 2011-10-28 2013-09-09 Okuju Co Ltd Structure and method for reinforcing planar structure
JP2014001536A (en) * 2012-06-15 2014-01-09 Honda Motor Co Ltd Ceiling fall prevention structure
JP2015124556A (en) * 2013-12-27 2015-07-06 株式会社大林組 Structure for preventing falling of ceiling material and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018165539A (en) * 2017-03-28 2018-10-25 エヌパット株式会社 Structure for stopping vibration of ceiling-suspended object, and execution method thereof

Also Published As

Publication number Publication date
JP6430277B2 (en) 2018-11-28

Similar Documents

Publication Publication Date Title
AU2017202673B2 (en) Unit attaching device and indoor unit
JP6361940B2 (en) Suspended ceiling structure and method for constructing suspended ceiling structure
JP7006958B2 (en) Protective net upholstery structure
JP2008255735A (en) Ceiling fall prevention structure and method of preventing ceiling from falling
JP6430277B2 (en) Method for preventing collapse of ceiling-side non-structural material in structure and its structure
JP2019078162A5 (en)
KR102098825B1 (en) Longitudinal and transverse anti-shake brace for earthquake-proof
JP6207317B2 (en) Ceiling structure
JP2019011640A (en) Suspended ceiling structure
JP2015203185A (en) ceiling structure
JP2015025280A (en) Ceiling fall prevention structure and construction method for the same
JP6414662B2 (en) Suspended ceiling structure
JP2021011707A (en) Ceiling installation metal fitting
JP6041142B2 (en) Suspended ceiling structure
JP2014001536A (en) Ceiling fall prevention structure
JP6304523B2 (en) Suspended ceiling structure
JP6264599B2 (en) Suspended ceiling structure
JP6225058B2 (en) Seismic structure of the ceiling
JP6696744B2 (en) Suspended ceiling reinforcement structure
JP6720469B2 (en) Metal fittings for vertical members and ceiling fall prevention structure using the metal fittings
JP6143091B2 (en) Suspended ceiling reinforcing member and suspended ceiling structure provided with the same
JP2015030989A (en) Suspended ceiling structure
JP5981333B2 (en) Membrane ceiling structure and method of upgrading existing building to membrane ceiling structure
JP6220739B2 (en) Equipment frame and equipment layout structure
JP2010190000A (en) Ceiling intertruss bracing system

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171227

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20181010

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20181017

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20181031

R150 Certificate of patent or registration of utility model

Ref document number: 6430277

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250