JP2015212503A - Installing metal fitting for diagonal reinforcement member - Google Patents

Installing metal fitting for diagonal reinforcement member Download PDF

Info

Publication number
JP2015212503A
JP2015212503A JP2014096039A JP2014096039A JP2015212503A JP 2015212503 A JP2015212503 A JP 2015212503A JP 2014096039 A JP2014096039 A JP 2014096039A JP 2014096039 A JP2014096039 A JP 2014096039A JP 2015212503 A JP2015212503 A JP 2015212503A
Authority
JP
Japan
Prior art keywords
suspension bolt
bolt
hook
hook member
reinforcing member
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.)
Pending
Application number
JP2014096039A
Other languages
Japanese (ja)
Inventor
公章 佐藤
Kimiaki Sato
公章 佐藤
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.)
SAITO MICRO KK
Sato Katakoh Seisakusho Co Ltd
Original Assignee
SAITO MICRO KK
Sato Katakoh Seisakusho Co Ltd
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 SAITO MICRO KK, Sato Katakoh Seisakusho Co Ltd filed Critical SAITO MICRO KK
Priority to JP2014096039A priority Critical patent/JP2015212503A/en
Publication of JP2015212503A publication Critical patent/JP2015212503A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To execute the setting of an installing angle of a diagonal reinforcement member and a fixation to a suspension bolt of a hook member by a series of works.SOLUTION: An installing metal fitting for a diagonal reinforcement member for fixing an upper part of the diagonal reinforcement member, is constituted by a hook member having a fixing part fixed so as to hold a suspension bolt in an upper end part of the suspension bolt and forming an inner screw of threadedly engaging the suspension bolt with an inner surface, an operation member composed of a screw part having one end threadedly engaging with a proper place of the diagonal reinforcement member and an operation part attached with a pin or a bolt on the other end side of the screw part, and a linkage member vertically freely movable along a plate part in the hook member and having a cutout hole for inserting-guiding the pin or the bolt of the operation part to a side surface, and executes the setting of an inclination angle of the diagonal reinforcement member and a fixation of the suspension bolt to the hook member, by interlocking by moving the operation member upward.

Description

本願発明は、斜め補強部材用取付金具に関し、さらに詳しくは天井下地構造において使用される斜め補強部材を取り付けるための斜め補強部材用取付金具に関するものである。   The present invention relates to a mounting bracket for a diagonal reinforcing member, and more particularly to a mounting bracket for a diagonal reinforcing member for mounting a diagonal reinforcing member used in a ceiling foundation structure.

従来型の天井下地構造としては、野縁と該野縁と直交する野縁受けとからなり、建物の構造体から吊りボルトで吊り下げて支持されたものがある(例えば、特許文献1参照) 。   A conventional ceiling base structure includes a field edge and a field edge receiver orthogonal to the field edge, and is supported by being suspended from a building structure with a suspension bolt (see, for example, Patent Document 1). .

ところで、上記構成の天井下地構造の場合、野縁に対して天井仕上げボードが専用のビスで取り付けられることとなっている。また、天井には、照明器具や空調機器等が建物の構造体から吊りボルト等で吊り下げられ、天井開口部に天井仕上げボード面と同じ高さで取り付けられており、建物の竣工後、通常は作業員が天井点検口から天井裏を覗いて照明器具や空調機器等の点検・修理を行うこととなっているが、劇場・ホールや体育館、工場等のように、天井に沢山の照明器具・空調機器等がある場合には、天井裏に人が歩けるぐらいの高さを取って、キャットウォークという点検・修理専用の狭い通路を設けることとなっている。但し、キャットウォークは、全ての天井面を網羅出来るように設置されているわけではないので、やむを得ず従来型の天井下地材の上を作業員が歩いて点検・修理を行っている場合がある。従来型の天井下地材は、人が野縁の上に乗れるような耐荷重構造となっていないので、吊りボルトと野縁あるいは野縁受けとを結合しているハンガーという金具が開いたり、野縁受けが倒れたりして、天井面がガタガタになったり、最悪の場合には、天井下地材と天井仕上げボードが落下してしまうという事故が発生するおそれがある。   By the way, in the case of the ceiling foundation structure having the above configuration, the ceiling finishing board is attached to the field edge with a dedicated screw. On the ceiling, lighting fixtures and air conditioners are suspended from the building structure with suspension bolts, etc., and attached to the ceiling opening at the same height as the ceiling finish board surface. The workers are to inspect and repair lighting fixtures and air-conditioning equipment by looking through the ceiling through the ceiling inspection port, but there are many lighting fixtures on the ceiling, such as theaters, halls, gymnasiums, factories, etc.・ If there are air conditioners, etc., the ceiling will be high enough for people to walk, and a catwalk will be provided for inspection and repair. However, since the catwalk is not installed so as to cover all the ceiling surfaces, there are unavoidable cases where workers walk and inspect and repair conventional ceiling base materials. The conventional ceiling base material does not have a load-bearing structure that allows people to ride on the field edge, so a hanger fitting that connects the suspension bolt and the field edge or field edge receiver can be opened, There is a possibility that an accident occurs in which the edge of the rim falls and the ceiling surface becomes rattled, or in the worst case, the ceiling base material and the ceiling finishing board fall.

そこで、複数の人が乗っても大丈夫なように、予じめ角形鋼を建物の構造体から吊り下げて、一定間隔に並べたぶどう棚という吊天井構造が採用されている。このような吊天井構造であっても、地震等の激しい揺れに対する耐振性が問題となる場合がある。   Therefore, a suspended ceiling structure called a grape shelf in which pre-formed square steel is suspended from the building structure and arranged at regular intervals is adopted so that a plurality of people can ride. Even with such a suspended ceiling structure, there may be a problem with vibration resistance against severe shaking such as an earthquake.

上記のような問題に対処するために、上記特許文献1に開示されているように、建物の構造体から吊りボルトで吊り下げて支持され、隣り合う吊りボルト同士を斜め補強部材であるブレース材(筋交い状の部材)で連結することにより、耐振性を強化することが考えられている。   In order to cope with the above problems, as disclosed in Patent Document 1, the brace material is supported by being suspended from a building structure with suspension bolts, and the adjacent suspension bolts are oblique reinforcement members. It is considered that the vibration resistance is enhanced by connecting with (a brace-like member).

この場合、ブレース材は、天井の左右方向および前後方向の2方向において、それぞれ上端側を吊りボルトの上端部に、下端側を天井板材保持用の下地材に強固に固定することにより、斜め補強されるため、前後左右の各方向の揺れが確実に抑制されることになる。   In this case, the brace material is diagonally reinforced by firmly fixing the upper end side to the upper end portion of the suspension bolt and the lower end side to the base material for holding the ceiling plate material in the left and right directions and the front and rear direction of the ceiling. Therefore, the shaking in the respective directions of front, rear, left and right is surely suppressed.

従来、ブレース材の上端側を吊りボルトに、下端側を天井板材保持用の下地材をそれぞれ固定する方法として、現場の溶接作業が実施されてきたが、このような溶接作業は、技術面で個人差があるので常に均一な強度が得られず、また、現場施工を高所で行う必要があるために、安全性に問題があるばかりか、余分な時間と労力を要するという不具合があった。   Conventionally, on-site welding has been performed as a method of fixing the upper end side of the brace material to the suspension bolt and the lower end side of the base material for holding the ceiling plate material. Due to individual differences, uniform strength cannot always be obtained, and it is necessary to perform on-site construction at a high place, so there are problems with safety as well as extra time and labor. .

そのため、近年は、無溶接化を図るため、例えばブレース材の上端部を固定するための上部固定金具として、専用の掛止金具と羽子板ボルトとからなるものを採用し、掛止金具を吊りボルトに掛止し、この掛止金具に羽子板ボルトの一端側を螺着し、羽子板ボルトの他端側をブレース材にタッピングネジ等でネジ止めすることでブレース材の上端部を吊りボルトに固定するようにしている。   Therefore, in recent years, in order to achieve no welding, for example, an upper fixing bracket for fixing the upper end portion of the brace material has been adopted that includes a dedicated hanging bracket and a wing plate bolt. The top end of the brace material is fixed to the suspension bolt by screwing the one end side of the battledore bolt to this latching fitting and screwing the other end of the battledore bolt to the brace material with a tapping screw or the like. I am doing so.

しかしながら、上記構成の上部固定金具の場合、掛止金具を介した吊りボルトとブレース材との傾斜角度が常に一定になるように予じめ掛止金具が形成されているため、天井ふところの変化に対応できなくなり、天井の揺れを確実に抑制することが難しく、業界の耐震基準等に合致しなくなるという新たな不具合が発生する。   However, in the case of the upper fixing bracket having the above configuration, the hanging bracket is formed in advance so that the inclination angle between the suspension bolt and the brace material via the hanging bracket is always constant. This makes it difficult to reliably suppress the shaking of the ceiling, resulting in a new problem that it does not meet the seismic standards of the industry.

その対策として、例えば、ブレース材に対する羽子板ボルトの取付角度を変えることによって、天井板材保持用の下地材に対するブレース材の取付角度を変更することは可能であるが、このようにブレース材に対して羽子板ボルトの取付角度を変えて固定した場合には、羽子板ボルトの軸方向とブレース材の延在方向とが一致しなくなるため、ブレース材に地震等による応力が加わると、ブレース材が座屈し易くなる。   As a countermeasure, for example, it is possible to change the mounting angle of the brace material to the base material for holding the ceiling plate material by changing the mounting angle of the wing plate bolt to the brace material. When the installation angle of the wing plate bolt is changed and fixed, the axial direction of the wing plate bolt and the extending direction of the brace material will not match, so if stress due to an earthquake or the like is applied to the brace material, the brace material will easily buckle. Become.

そこで、ブレース材の上端部を固定する上部固定金具として、ボルトを締め付けることで吊りボルトを把持するクリッパ部材と、ブレース材にネジ止め固定される結合部材との間をピン等を介して揺動自在に連結し、ブレース材の天井板材保持用の下地材に対する取付角度を任意に調整できるようにした構造のものも提案されている。   Therefore, as an upper fixing bracket that fixes the upper end of the brace material, it swings between a clipper member that holds the suspension bolt by tightening the bolt and a coupling member that is fixed to the brace material via a pin or the like. There has also been proposed a structure in which the braces can be freely connected and the mounting angle of the brace material with respect to the base material for holding the ceiling plate can be arbitrarily adjusted.

しかしながら、上記したように、クリッパ部材と結合部材との間を揺動自在に連結した構成の場合、ブレース材の角度調整が可能になるという利点はあるものの、クリッパ部材を吊りボルトに固定するためには、クリッパ部材をボルトで締め付け固定する作業が必要となる。   However, as described above, in the configuration in which the clipper member and the coupling member are swingably connected, there is an advantage that the angle of the brace material can be adjusted, but the clipper member is fixed to the suspension bolt. For this, an operation of fastening and fixing the clipper member with a bolt is required.

また、建屋の天井側に設けられるスラブに懸垂された吊りボルトと、この吊りボルトに吊架された天井板材保持用の下地材との間を連結補強する斜め補強用のブレースを固定するブレース固定用の上部固定金具として、上記吊りボルトに当該吊りボルトを抱え込むように掛止されるフック部材と、上記ブレースに一端が固定される羽子板ボルトと、この羽子板ボルトの他端側に形成されたボルト部が螺合挿通される連結部材とを備え、かつ上記フック部材と上記連結部材とが連結ピンを介して揺動自在に連結された構成のものが既に提案されている(特許文献2参照)。   Also, brace fixing to fix bracing for diagonal reinforcement that reinforces the connection between the suspension bolt suspended by the slab provided on the ceiling of the building and the base material for holding the ceiling plate material suspended from the suspension bolt. As an upper fixing metal fitting, a hook member that is hooked to hold the suspension bolt on the suspension bolt, a battledore bolt that has one end fixed to the brace, and a bolt formed on the other end of the battledore bolt There has already been proposed a configuration in which the hook member and the connecting member are connected to each other through a connecting pin so as to be swingable (see Patent Document 2). .

特開2008−050784号公報。Japanese Patent Application Laid-Open No. 2008-050784. 実用新案登録第3159764号公報。Utility model registration No. 315964.

ところで、上記特許文献2に開示されている上部固定金具の場合、溶接作業を全く必要とせずにブレース材の上端部を吊りボルトに確実にかつ効率良く固定することができるとともに、現場の状況に応じてブレース材の取付角度を業界の耐震基準に沿った適切な範囲で自由に設定することができるという利点はあるものの、斜め補強用のブレース材を回すことによって吊りボルトに掛止されることになるが、斜め補強用のブレース材の下端が野縁受けと平行にならないと斜め補強用のブレース材と野縁受けとがビスで固定できない。また、斜め補強用のブレース材の下端が野縁受けと平行にならない場合は、平行になるように斜め補強用のブレース材を締め付ける方向とは逆に回して平行にしなければならないため、フック部材と吊りボルトの間にゆるみが生じてずれ落ちるという問題が生ずる。   By the way, in the case of the upper fixing bracket disclosed in the above-mentioned Patent Document 2, the upper end of the brace material can be reliably and efficiently fixed to the suspension bolt without requiring any welding work, and the situation in the field is also improved. Although there is an advantage that the mounting angle of the brace material can be freely set within an appropriate range in accordance with the seismic standards of the industry, it can be hooked on the suspension bolt by turning the brace material for diagonal reinforcement However, if the lower end of the brace material for diagonal reinforcement is not in parallel with the rim support, the brace material for diagonal reinforcement and the rim receiver cannot be fixed with screws. In addition, if the lower end of the brace material for diagonal reinforcement is not parallel to the field edge holder, the hook member must be turned parallel to the direction of tightening the brace material for diagonal reinforcement so that it is parallel. There arises a problem that a slack is caused between the suspension bolt and the suspension bolt and the suspension bolt falls off.

本願発明は、上記のような課題を解決するためになされたものであり、斜め補強部材(即ち、斜め補強用のブレース材)の取付角度設定と、フック部材の吊りボルトへの掛止とを一連の作業で行い得るようにすることを目的としてなされたものである。   The present invention has been made in order to solve the above-described problems, and includes setting an attachment angle of an oblique reinforcing member (that is, an oblique reinforcing brace material) and hooking a hook member to a suspension bolt. It was made for the purpose of making it possible to perform a series of operations.

本願発明では、上記課題を解決するための第1の手段として、建屋の天井側に設けられるスラブ1に懸垂された吊りボルト2と、該吊りボルト2に吊架された天井板材保持用の下地材3との間を連結補強する斜め補強部材4の上部を固定するための斜め補強部材用取付金具において、上記吊りボルト2の上端部に当該吊りボルト2を抱え込むように掛止されるとともに内面に吊りボルト2が螺合される内ネジ11bを形成してなる掛止部11aを備えたフック部材11と、上記斜め補強部材4の適所に一端が螺合されるネジ部12aと該ネジ部12aの他端側にあってピンまたはボルト12cが取り付けられた操作部12bとからなる操作部材12と、上記フック部材11における平板部11cに沿って上下動自在とされ且つ側面に上記操作部12bのピンまたはボルト12cを挿通ガイドする切欠穴13cを有する連係部材13とによって構成され、上記操作部材12を上方に移動させることにより、上記斜め補強部材4の傾斜角度の設定と、上記フック部材11への上記吊りボルト3の掛止とを連動して行い得るように構成している。   In the present invention, as a first means for solving the above-described problems, a suspension bolt 2 suspended from a slab 1 provided on the ceiling side of a building, and a base for holding a ceiling plate material suspended from the suspension bolt 2 In the mounting member for the diagonal reinforcing member for fixing the upper portion of the diagonal reinforcing member 4 that connects and reinforces the material 3, it is hooked so as to hold the suspension bolt 2 at the upper end portion of the suspension bolt 2 and the inner surface A hook member 11 having a latching portion 11a formed with an internal screw 11b into which the suspension bolt 2 is screwed, a screw portion 12a having one end screwed into an appropriate position of the oblique reinforcing member 4, and the screw portion. An operation member 12 comprising an operation portion 12b on the other end side of 12a and having a pin or bolt 12c attached thereto, and can be moved up and down along the flat plate portion 11c of the hook member 11, and the operation is performed on the side surface. The link member 13 having a notch hole 13c through which a pin or bolt 12c of 12b is inserted and guided, and the operation member 12 is moved upward to set the inclination angle of the oblique reinforcing member 4 and the hook member. 11 is configured so that the suspension bolt 3 can be engaged with the suspension bolt 11 in an interlocking manner.

上記のように構成したことにより、操作部材12を上方に移動させることにより、上記斜め補強部材4の傾斜角度の設定と、フック部材11の吊りボルト2への掛止とを連動して行い得ることとなり、作業性が著しく向上する。しかも、上記掛止部には、吊りボルト2が螺合する内ネジ11bが形成されているので、フック部材11が吊りボルト2から不用意に脱落するということがなくなる。   With the configuration described above, the setting of the inclination angle of the oblique reinforcing member 4 and the hooking of the hook member 11 to the suspension bolt 2 can be performed in conjunction with each other by moving the operation member 12 upward. As a result, workability is significantly improved. In addition, since the internal thread 11b into which the suspension bolt 2 is screwed is formed in the above-mentioned latching portion, the hook member 11 will not accidentally fall off from the suspension bolt 2.

本願発明では、さらに、上記課題を解決するための第2の手段として、上記第1の手段を備えた斜め補強部材用取付金具において、上記フック部材11における反掛止部側に、上記連係部材13をその上下動時にガイドする円形突起11eを形成している。   In the present invention, as a second means for solving the above-mentioned problem, in the oblique reinforcing member mounting bracket provided with the above-mentioned first means, the linkage member is provided on the side of the hook member 11 on the side of the hooking portion. A circular projection 11e is formed to guide 13 when moving up and down.

このように構成した場合、連係部材13が円形突起11eにガイドされて、正確な動きをすることとなり、斜め補強部材4の傾斜角度の設定作業と、フック部材11への吊りボルト2の掛止作業とをより一層確実に行うことができる。   In such a configuration, the linkage member 13 is guided by the circular protrusion 11e and moves accurately, so that the inclination angle setting operation of the diagonal reinforcing member 4 and the suspension bolt 2 hooking on the hook member 11 are performed. The work can be performed more reliably.

本願発明では、さらに、上記課題を解決するための第3の手段として、上記第1又は第2の手段を備えた斜め補強部材用取付金具において、上記連係部材13の上端には、斜め補強部材4の傾斜角度の設定時およびフック部材11への吊りボルト2の掛止時に上記スラブ1の下面に圧接される水平部13eが一体に形成されている。   In the invention of the present application, as a third means for solving the above problems, in the diagonal reinforcing member mounting bracket provided with the first or second means, the upper end of the linking member 13 has an oblique reinforcing member. A horizontal portion 13e that is pressed against the lower surface of the slab 1 is integrally formed when the inclination angle 4 is set and when the suspension bolt 2 is hooked on the hook member 11.

このように構成した場合、斜め補強部材4の傾斜角度の設定時およびフック部材11の吊りボルト2への掛止時に、連係部材13の上端に形成された水平部13eがスラブ1の下面に圧接されることとなり、上下および水平の地震の揺れに対して揺れにくくなって耐震性能が向上する。   When configured in this manner, the horizontal portion 13e formed at the upper end of the linkage member 13 is pressed against the lower surface of the slab 1 when the inclination angle of the diagonal reinforcing member 4 is set and when the hook member 11 is hooked on the suspension bolt 2. As a result, it becomes difficult to sway against vertical and horizontal earthquakes, and the seismic performance is improved.

本願発明の第1の手段によれば、建屋の天井側に設けられるスラブ1に懸垂された吊りボルト2と、該吊りボルト2に吊架された天井板材保持用の下地材3との間を連結補強する斜め補強部材4の上部を固定するための斜め補強部材用取付金具において、上記吊りボルト2の上端部に当該吊りボルト2を抱え込むように掛止されるとともに内面に吊りボルト2が螺合される内ネジ11bを形成してなる掛止部11aを備えたフック部材11と、上記斜め補強部材4の適所に一端が螺合されるネジ部12aと該ネジ部12aの他端側にあってピンまたはボルト12cが取り付けられた操作部12bとからなる操作部材12と、上記フック部材11における平板部11cに沿って上下動自在とされ且つ側面に上記操作部12bのピンまたはボルト12cを挿通ガイドする切欠穴13cを有する連係部材13とによって構成され、上記操作部材12を上方に移動させることにより、上記斜め補強部材4の傾斜角度の設定と、上記フック部材11への上記吊りボルト2の掛止とを連動して行い得るように構成しているので、操作部材12を上方に移動させることにより、上記斜め補強部材4の傾斜角度の設定と、フック部材11の吊りボルト2への掛止とを連動して行い得ることとなり、作業性が著しく向上するという効果がある。しかも、上記掛止部11aには、吊りボルト2が螺合する内ネジ11bが形成されているので、フック部材11が吊りボルト2から不用意に脱落するということがなくなるという効果もある。   According to the first means of the present invention, the gap between the suspension bolt 2 suspended from the slab 1 provided on the ceiling side of the building and the base material 3 for holding the ceiling plate material suspended from the suspension bolt 2 is provided. In the diagonal reinforcing member mounting bracket for fixing the upper portion of the diagonal reinforcing member 4 to be connected and reinforced, the suspension bolt 2 is hooked so as to hold the suspension bolt 2 at the upper end of the suspension bolt 2 and the suspension bolt 2 is screwed on the inner surface. A hook member 11 having a latching portion 11a formed with an internal screw 11b to be joined, a screw portion 12a whose one end is screwed into an appropriate position of the oblique reinforcing member 4, and the other end side of the screw portion 12a The operation member 12 includes an operation portion 12b to which a pin or bolt 12c is attached, and is movable up and down along the flat plate portion 11c of the hook member 11, and the pin or bolt of the operation portion 12b on the side surface. The link member 13 has a notch hole 13c for inserting and guiding 2c. By moving the operation member 12 upward, the inclination angle of the oblique reinforcing member 4 is set and the suspension to the hook member 11 is set. Since the engagement of the bolt 2 can be performed in conjunction with each other, the inclination angle of the oblique reinforcing member 4 and the suspension bolt 2 of the hook member 11 can be set by moving the operation member 12 upward. The hooking can be performed in conjunction with each other, and the workability is remarkably improved. In addition, since the internal thread 11b into which the suspension bolt 2 is screwed is formed in the hook portion 11a, there is an effect that the hook member 11 is not accidentally dropped from the suspension bolt 2.

本願発明の第2の手段におけるように、上記第1の手段を備えた斜め補強部材用取付金具において、上記第1の手段を備えた斜め補強部材用取付金具において、上記フック部材11における反掛止部側に、上記連係部材13をその上下動時にガイドする円形突起11eを形成した場合、連係部材13が円形突起11eにガイドされて、正確な動きをすることとなり、斜め補強部材4の傾斜角度の設定作業と、フック部材11の吊りボルト2への掛止作業とをより一層確実に行うことができる。   As in the second means of the present invention, in the diagonal reinforcing member mounting bracket provided with the first means, in the diagonal reinforcing member mounting bracket provided with the first means, the hook member 11 is counteracted. When the circular protrusion 11e that guides the linking member 13 when moving up and down is formed on the stop side, the linking member 13 is guided by the circular protrusion 11e and moves accurately. The angle setting operation and the hooking operation of the hook member 11 to the suspension bolt 2 can be more reliably performed.

本願発明の第3の手段におけるように、上記第1又は第2の手段を備えた斜め補強部材用取付金具において、上記連係部材13の上端に、斜め補強部材4の傾斜角度の設定時およびフック部材11の吊りボルト2への掛止時に上記スラブ1の面に圧接される水平部13eを一体に形成した場合、斜め補強部材4の傾斜角度の設定時およびフック部材11の吊りボルト2への掛止時に、連係部材13の上端に形成された水平部13eがスラブ1の下面に圧接されることとなり、上下および水平の地震の揺れに対して揺れにくくなって耐震性能が向上する。   As in the third means of the present invention, in the mounting bracket for the oblique reinforcing member provided with the first or the second means, the upper end of the linkage member 13 is set at the inclination angle of the oblique reinforcing member 4 and the hook. When the horizontal portion 13e that is pressed against the surface of the slab 1 is integrally formed when the member 11 is hooked to the suspension bolt 2, the inclination angle of the oblique reinforcing member 4 and the hook member 11 to the suspension bolt 2 are set. At the time of latching, the horizontal portion 13e formed at the upper end of the linking member 13 is pressed against the lower surface of the slab 1, so that it is less likely to sway against vertical and horizontal earthquakes and the seismic performance is improved.

本願発明の実施の形態にかかる斜め補強部材用取付金具を用いたぶどう棚形式の天井下地構造を示す全体斜視図である。It is a whole perspective view which shows the vine shelf type ceiling base structure using the bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具の取付状態(図1のA部)を示す拡大斜視図である。It is an expansion perspective view which shows the attachment state (A part of FIG. 1) of the mounting bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具を構成するフック部材の拡大斜視図である。It is an expansion perspective view of the hook member which comprises the attachment bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具を構成する操作部材の拡大斜視図である。It is an expansion perspective view of the operation member which comprises the attachment bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具を構成する連係部材の拡大斜視図である。It is an expansion perspective view of the connection member which comprises the attachment bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具に用いられる支持部材の拡大斜視図である。It is an expansion perspective view of the support member used for the mounting bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具の下端部の結合構造を示す拡大斜視図である。It is an expansion perspective view which shows the joint structure of the lower end part of the mounting bracket for diagonal reinforcement members concerning embodiment of this invention. 本願発明の実施の形態にかかる斜め補強部材用取付金具の取付前の状態を示す拡大斜視図である。It is an expansion perspective view which shows the state before attachment of the mounting bracket for diagonal reinforcement members concerning embodiment of this invention.

図1ないし図8には、本願発明の実施の形態にかかる斜め補強部材用取付金具を用いたぶどう棚形式の天井下地構造が示されている。   FIG. 1 to FIG. 8 show a grape shelf-type ceiling base structure using the diagonal reinforcing member mounting bracket according to the embodiment of the present invention.

図1において、符号1は建屋の天井側に設けられるスラブ、2はスラブ1に懸垂された吊りボルト、3は吊りボルト2に後述するハンガー部材16(図7参照)を介して吊架された天井板材保持用の下地材であり、本実施の形態においては、この下地材3は、所定間隔で平行に並ぶ多数の野縁3a,3a・・と該野縁3a,3a・・の下側において該野縁3a,3a・・に直交して所定間隔で平行に並ぶ多数の野縁受け3b,3b・・とからなっており、上記野縁3aおよび野縁受け3bは、断面略コ字状の溝形鋼であるCチャンネルが適用されている。また、符号4は吊りボルト2とCチャンネル3bとの間を連結補強するための斜め補強部材として作用するブレース材である。そして、本実施の形態にかかる斜め補強部材用取付金具Tは、ブレース材4の上端部を取り付けるために使用される。   In FIG. 1, reference numeral 1 is a slab provided on the ceiling side of the building, 2 is a suspension bolt suspended from the slab 1, and 3 is suspended by a suspension bolt 2 via a hanger member 16 (see FIG. 7) described later. A base material for holding the ceiling plate material. In the present embodiment, the base material 3 includes a plurality of field edges 3a, 3a,... And a lower side of the field edges 3a, 3a,. , And a plurality of field edge receivers 3b, 3b,... Arranged in parallel at a predetermined interval perpendicular to the field edges 3a, 3a,. C channel, which is a groove-shaped steel, is applied. Reference numeral 4 denotes a brace material that acts as an oblique reinforcing member for connecting and reinforcing the suspension bolt 2 and the C channel 3b. The diagonal reinforcing member mounting bracket T according to the present embodiment is used to attach the upper end portion of the brace material 4.

そして、本実施の形態にかかる斜め補強部材用取付金具Tは、図2に示すように、上記吊りボルト2の上端部に当該吊りボルト2を抱え込むように掛止されるとともに内面に吊りボルト2が螺合される内ネジ11b(図3参照)を形成してなる掛止部11aを備えたフック部材11と、上記斜め補強部材として作用するブレース材4の適所に一端が螺合されるネジ部12aと該ネジ部12aの他端側にあってピンまたはボルト12cが取り付けられた操作部12bとからなる操作部材12と、上記フック部材11における平板部11c(図3参照)に沿って上下動自在とされ且つ側面に上記操作部12bのピンまたはボルト12cを挿通ガイドする切欠穴13aを有する連係部材13とによって構成されている。   As shown in FIG. 2, the diagonal reinforcing member mounting bracket T according to the present embodiment is hooked so as to hold the suspension bolt 2 at the upper end portion of the suspension bolt 2 and the suspension bolt 2 on the inner surface. A screw whose one end is screwed into an appropriate position of the hook member 11 having a latching portion 11a formed with an internal screw 11b (see FIG. 3) and a brace material 4 acting as the diagonal reinforcing member. An operation member 12 comprising a portion 12a and an operation portion 12b on the other end side of the screw portion 12a and having a pin or bolt 12c attached thereto, and vertically along the flat plate portion 11c (see FIG. 3) of the hook member 11 The linkage member 13 has a cutout hole 13a that is movable and has a side surface through which a pin or bolt 12c of the operation portion 12b is inserted and guided.

上記フック部材11は、図3に示すように、掛止部11aを除いて略全体が平板部11cとなっており、該平板部11cには、上記連係部材13における端面に形成されたガイド面13b(図5参照)を上下動時に案内ガイドする角状突部11dおよび円形突起11eが一体に突設されている。符号11fは、上記操作部材12における操作部12bのピンまたはボルト12cの一端を挿通するピン穴またはボルト穴である。   As shown in FIG. 3, the hook member 11 is substantially entirely a flat plate portion 11c except for the latching portion 11a, and the flat plate portion 11c has a guide surface formed on an end surface of the linkage member 13. An angular protrusion 11d and a circular protrusion 11e that guide and guide 13b (see FIG. 5) when moving up and down are integrally provided. Reference numeral 11f is a pin hole or bolt hole through which one end of the pin or bolt 12c of the operation portion 12b in the operation member 12 is inserted.

また、上記操作部材12は、図4に示すように、ブレース材4の適所(即ち、上端部)に取り付けられたコ字状の支持部材14(図6参照)における相対向する2辺に形成された穴14a,14aに挿通されるネジ部12aと該ネジ部12aの他端側にあってピンまたはボルト12cが挿通される穴12dが形成された平板状の操作部12bとからなっている。符号14bは、支持部材における相対向する2辺に形成された穴14a,14aの一方側の口縁に取り付けられたナットであり、該ナット14bに対して操作部材12のネジ部12aが螺合されることとなっている。また、符号14cは、この支持部材14をブレース材4に固定するビス14dが挿通されるビス穴である。   Further, as shown in FIG. 4, the operation member 12 is formed on two opposite sides of a U-shaped support member 14 (see FIG. 6) attached to an appropriate place (that is, the upper end portion) of the brace material 4. The screw portion 12a is inserted into the holes 14a, 14a, and the plate-like operation portion 12b is formed on the other end of the screw portion 12a and has a hole 12d through which the pin or bolt 12c is inserted. . Reference numeral 14b denotes a nut attached to one side edge of holes 14a and 14a formed on two opposite sides of the support member, and the screw portion 12a of the operation member 12 is screwed to the nut 14b. It is supposed to be done. Reference numeral 14 c denotes a screw hole through which a screw 14 d for fixing the support member 14 to the brace material 4 is inserted.

さらに、上記連係部材13は、図5に示すように、上記吊りボルト2の外周に圧接される連結部13aを介して連結された一対の板状部材13b,13bからなっており、この板状部材13b,13bには、上記操作部12bのピンまたはボルト12cを挿通ガイドするL字状の切欠穴13c,13cがそれぞれ形成されている。上記板状部材13b,13bの一方側(即ち、上記フック部材11の平板部11c側に位置する板状部材13b)には、上記連係部材13の上動時に上記フック部材11における円形突起11eが嵌挿される切欠部13dが形成されている。また、上記連係部材13における板状部材13b,13bの上端には、連係部材13の上動限において上記スラブ1の下面に圧接される水平部13e,13eが一体に突設されている。該水平部13e,13eの外端部は、圧接時に弾力性が得られるように上向きに湾曲されている。このようにすると、ブレース材4を取り付けたとき、水平部13e,13eがスラブ1の下面に完全に密着することとなり、地震発生時等における上下および水平方向への揺れに対して揺れにくくなる。しかも、水平部13e,13eの外端部を上向きに湾曲させたことにより、圧接時に弾力性が得られることとなり、スラブ1の下面にさらに密着しやすくなる。   Further, as shown in FIG. 5, the linking member 13 includes a pair of plate-like members 13b and 13b connected via a connecting portion 13a pressed against the outer periphery of the suspension bolt 2. In the members 13b and 13b, L-shaped cutout holes 13c and 13c for inserting and guiding the pins or bolts 12c of the operation portion 12b are formed, respectively. On one side of the plate-like members 13b and 13b (that is, the plate-like member 13b located on the flat plate portion 11c side of the hook member 11), a circular protrusion 11e in the hook member 11 is formed when the linkage member 13 is moved upward. A cutout portion 13d to be inserted is formed. Further, at the upper ends of the plate-like members 13b and 13b in the linkage member 13, horizontal portions 13e and 13e that are pressed against the lower surface of the slab 1 at the upper limit of the linkage member 13 are integrally projected. The outer end portions of the horizontal portions 13e and 13e are curved upward so as to obtain elasticity during pressure contact. In this way, when the brace member 4 is attached, the horizontal portions 13e and 13e are completely in close contact with the lower surface of the slab 1, and are less likely to swing against vertical and horizontal swings when an earthquake occurs. In addition, since the outer end portions of the horizontal portions 13e and 13e are curved upward, elasticity is obtained at the time of pressure contact, and it becomes easier to adhere to the lower surface of the slab 1.

ところで、上記斜め補強部材4の下端部は、図7に示すように、野縁受け3bに対してビス15,15を用いて固定されている。図7において、符号16は吊りボルト2の下端を野縁受け3bに支持するためのハンガー部材、17は野縁3aと野縁受け3bとの交差部において両者を結合するために用いられるクリップ部材である。   By the way, the lower end portion of the diagonal reinforcing member 4 is fixed to the field edge receiver 3b with screws 15 and 15 as shown in FIG. In FIG. 7, reference numeral 16 denotes a hanger member for supporting the lower end of the suspension bolt 2 to the field edge receiver 3 b, and 17 denotes a clip member used for joining both at the intersection of the field edge 3 a and the field edge receiver 3 b. It is.

上記のように構成したことにより、本実施の形態においては、図8に示すセット前の状態から操作部材12をピンまたはボルト12cが切欠穴13c,13cに沿うようにして上方に移動させることにより、斜め補強部材4の傾斜角度の設定と、フック部材11における掛止部11aの吊りボルト2への掛止とを連動して行い得ることとなり、作業性が著しく向上する。しかも、上記掛止部11aには、吊りボルト2が螺合する内ネジ11bが形成されているので、フック部材11が吊りボルト2から不用意に脱落するということがなくなる。また、フック部材11における反掛止部側に、連係部材13をその上下動時にガイドする円形突起11eを形成しているので、連係部材13における板状部材13b.13bの端面がフック部材11における角状突部11dおよび円形突起11eにガイドされて、正確な動きをすることとなり、斜め補強部材4の傾斜角度の設定作業と、フック部材11への吊りボルト2の掛止作業とをより一層確実に行うことができる。つまり、角状突部11dおよび円形突起11eが切欠穴13cを補完することとなるのである。さらに、連係部材13の上端に、斜め補強部材4の傾斜角度の設定時およびフック部材11への吊りボルト2の掛止時に上記スラブ1の下面に圧接される水平部13eが一体に形成されているので、斜め補強部材4の傾斜角度の設定時およびフック部材11の吊りボルト2への掛止時に、連係部材13の上端に形成された水平部13eがスラブ1の下面に圧接されることとなり、上下および水平の地震の揺れに対して揺れにくくなって耐震性能が向上する。   By configuring as described above, in the present embodiment, the operation member 12 is moved upward from the state before setting shown in FIG. 8 so that the pins or bolts 12c are along the cutout holes 13c and 13c. The setting of the inclination angle of the diagonal reinforcing member 4 and the hooking portion 11a of the hook member 11 to be hooked to the suspension bolt 2 can be performed in conjunction with each other, and the workability is remarkably improved. In addition, since the internal thread 11b into which the suspension bolt 2 is screwed is formed in the hooking portion 11a, the hook member 11 is not accidentally dropped from the suspension bolt 2. Moreover, since the circular protrusion 11e which guides the linkage member 13 at the time of the up-and-down movement is formed on the side of the hooking portion 11 in the hook member 11, the plate-like members 13b. The end face of 13b is guided by the angular protrusions 11d and the circular protrusions 11e of the hook member 11 and moves accurately, so that the setting operation of the inclination angle of the oblique reinforcing member 4 and the suspension bolt 2 to the hook member 11 are performed. Can be more reliably performed. That is, the rectangular protrusion 11d and the circular protrusion 11e complement the cutout hole 13c. Furthermore, a horizontal portion 13e that is pressed against the lower surface of the slab 1 is integrally formed at the upper end of the linkage member 13 when the inclination angle of the diagonal reinforcing member 4 is set and when the suspension bolt 2 is hooked on the hook member 11. Therefore, the horizontal portion 13e formed at the upper end of the linkage member 13 is pressed against the lower surface of the slab 1 when the inclination angle of the diagonal reinforcing member 4 is set and when the hook member 11 is hooked on the suspension bolt 2. Seismic performance is improved with less vibration against vertical and horizontal earthquakes.

なお、本願発明は、上記実施の形態において説明したものに限定されるものではなく、発明の要旨を逸脱しない範囲において適宜設計変更可能なことは勿論である。   The invention of the present application is not limited to that described in the above embodiment, and it is needless to say that the design can be appropriately changed without departing from the gist of the invention.


1はスラブ
2は吊りボルト
3は下地材
4は斜め補強部材
11はフック部材
11aは掛止部
11bは内ネジ
11cは平板部
11dは角状突部
11eは円形突起
12は操作部材
12aはネジ部
12bは操作部
12cはピンまたはボルト
13は連係部材
13aは連結部
13bは板状部材
13cは切欠穴
13eは水平部
Tは斜め補強部材用取付金具

1 is a slab, 2 is a suspension bolt, 3 is a base material, 4 is an oblique reinforcement member, 11 is a hook member, 11a is a latching part, 11b is an internal screw, 11c is a flat plate part, 11d is a square protrusion, 11e is a circular protrusion, and 12 is an operation member. The part 12b is an operation part 12c is a pin or bolt 13 is a linking member 13a is a connecting part 13b is a plate-like member 13c is a notch hole 13e is a horizontal part T is a mounting bracket for an oblique reinforcing member

Claims (3)

建屋の天井側に設けられるスラブ(1)に懸垂された吊りボルト(2)と、該吊りボルト(2)に吊架された天井板材保持用の下地材(3)との間を連結補強する斜め補強部材(4)の上部を固定するための斜め補強部材用取付金具であって、上記吊りボルト(2)の上端部に当該吊りボルト(2)を抱え込むように掛止されるとともに内面に吊りボルト(2)が螺合される内ネジ(11b)を形成してなる掛止部(11a)を備えたフック部材(11)と、上記斜め補強部材(4)の適所に一端が螺合されるネジ部(12a)と該ネジ部(12a)の他端側にあってピンまたはボルト(12c)が取り付けられた操作部(12b)とからなる操作部材(12)と、上記フック部材(11)における平板部(11c)に沿って上下動自在とされ且つ側面に上記操作部(12b)のピンまたはボルト(12c)を挿通ガイドする切欠穴(13c)を有する連係部材(13)とによって構成され、上記操作部材(12)を上方に移動させることにより、上記斜め補強部材(4)の傾斜角度の設定と、上記フック部材(11)の掛止部(11a)への上記吊りボルト(3)の掛止とを連動して行い得るように構成したことを特徴とする斜め補強部材用取付金具。   The connection between the suspension bolt (2) suspended from the slab (1) provided on the ceiling side of the building and the base material (3) for holding the ceiling plate material suspended from the suspension bolt (2) is reinforced. An attachment member for an oblique reinforcement member for fixing the upper portion of the oblique reinforcement member (4), which is hooked so as to hold the suspension bolt (2) at the upper end of the suspension bolt (2) and is attached to the inner surface. One end of the hook member (11) having a hook portion (11a) formed with an internal screw (11b) to which the suspension bolt (2) is screwed, and the diagonal reinforcing member (4) are screwed in place. An operation member (12) including a screw portion (12a) to be formed and an operation portion (12b) to which a pin or a bolt (12c) is attached on the other end side of the screw portion (12a), and the hook member ( 11) It is possible to move up and down along the flat plate portion (11c). And a linking member (13) having a notch hole (13c) through which a pin or bolt (12c) of the operation portion (12b) is inserted and guided on the side surface, and by moving the operation member (12) upward The setting of the inclination angle of the diagonal reinforcing member (4) and the hooking of the suspension bolt (3) to the hooking portion (11a) of the hook member (11) can be performed in conjunction with each other. A mounting bracket for an oblique reinforcing member. 前記フック部材(11)における反掛止部側には、前記連係部材(13)をその上下動時にガイドする角状突部(11d)および円形突起(11e)を形成したことを特徴とする請求項1記載の斜め補強部材用取付金具。   An angular protrusion (11d) and a circular protrusion (11e) for guiding the linkage member (13) when the hook member (11) is moved up and down are formed on the side of the hook member (11). The mounting bracket for an oblique reinforcing member according to Item 1. 前記連係部材(13)の上端には、前記斜め補強部材(4)の傾斜角度の設定時および前記フック部材(11)への前記吊りボルト(2)の掛止時に前記スラブ(1)の下面に圧接される水平部(13e)が一体に形成されていることを特徴とする請求項1および2のいずれか一項記載の斜め補強部材用取付金具。   At the upper end of the linkage member (13), the lower surface of the slab (1) is set when the inclination angle of the diagonal reinforcing member (4) is set and when the suspension bolt (2) is hooked on the hook member (11). The mounting member for an oblique reinforcing member according to any one of claims 1 and 2, wherein a horizontal portion (13e) that is pressed into contact with each other is integrally formed.
JP2014096039A 2014-05-07 2014-05-07 Installing metal fitting for diagonal reinforcement member Pending JP2015212503A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2014096039A JP2015212503A (en) 2014-05-07 2014-05-07 Installing metal fitting for diagonal reinforcement member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2014096039A JP2015212503A (en) 2014-05-07 2014-05-07 Installing metal fitting for diagonal reinforcement member

Publications (1)

Publication Number Publication Date
JP2015212503A true JP2015212503A (en) 2015-11-26

Family

ID=54696893

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2014096039A Pending JP2015212503A (en) 2014-05-07 2014-05-07 Installing metal fitting for diagonal reinforcement member

Country Status (1)

Country Link
JP (1) JP2015212503A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020007881A (en) * 2018-07-12 2020-01-16 株式会社佐藤型鋼製作所 Coupling metal fitting for bolt shank
JP2020041334A (en) * 2018-09-11 2020-03-19 株式会社佐藤型鋼製作所 Brace material connection fitting
JP7452858B2 (en) 2020-11-04 2024-03-19 エヌパット株式会社 Brace connection fittings

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020007881A (en) * 2018-07-12 2020-01-16 株式会社佐藤型鋼製作所 Coupling metal fitting for bolt shank
JP7132776B2 (en) 2018-07-12 2022-09-07 株式会社佐藤型鋼製作所 Connecting metal fittings for bolt shafts
JP2020041334A (en) * 2018-09-11 2020-03-19 株式会社佐藤型鋼製作所 Brace material connection fitting
JP7202111B2 (en) 2018-09-11 2023-01-11 株式会社佐藤型鋼製作所 Brace material connection fitting
JP7452858B2 (en) 2020-11-04 2024-03-19 エヌパット株式会社 Brace connection fittings

Similar Documents

Publication Publication Date Title
KR101947674B1 (en) Two-piece modular yoke
KR101573304B1 (en) Mounting clip
JP4806239B2 (en) Reinforcement bracket for suspended ceiling
JP5957228B2 (en) Ceiling foundation structure
JP2007239441A (en) Earthquake-resistant construction of hung ceiling
KR20170015586A (en) Lightweight steel frame structure of ceiling finish
KR20190095738A (en) connection clip for ceiling frame and ceiling finishing apparatus using the same and method of constructing the same
JP2015212503A (en) Installing metal fitting for diagonal reinforcement member
JP6270645B2 (en) Equipment mounting device and indoor unit
JP5997914B2 (en) Ceiling foundation structure
JP2018062853A (en) Ceiling substrate structure
JP2015203185A (en) ceiling structure
JP2015059410A (en) Ceiling structure, connecting hardware, and reinforcement structure
KR20170132508A (en) Ceiling Frame And Seismic Member For The Same
JP2013096650A (en) Falling prevention fitting for air-conditioning equipment
JP6782144B2 (en) Field edge fixing member, suspended ceiling structure and construction method of suspended ceiling structure
JP2016217045A (en) Fall prevention structure of suspension ceiling
KR20140014758A (en) Celling louver
JP7257659B2 (en) Support device
JP7449087B2 (en) Ceiling fall prevention structure
JP4362609B2 (en) Furniture fall prevention device
JP2013221265A (en) Ceiling substrate structure
CN107152116B (en) Sector suspended ceiling system of mineral wool board
JP2023050772A (en) Panel installation structure
JP2023050773A (en) panel device