JP2017043904A - Joint device - Google Patents

Joint device Download PDF

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JP2017043904A
JP2017043904A JP2015165006A JP2015165006A JP2017043904A JP 2017043904 A JP2017043904 A JP 2017043904A JP 2015165006 A JP2015165006 A JP 2015165006A JP 2015165006 A JP2015165006 A JP 2015165006A JP 2017043904 A JP2017043904 A JP 2017043904A
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joint
handrail
central
joint plate
beam member
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JP6204425B2 (en
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後藤 英夫
Hideo Goto
英夫 後藤
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Doei Gaiso YK
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Doei Gaiso YK
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Abstract

PROBLEM TO BE SOLVED: To provide a joint device that closes a joint part without a gap at normal times, and prevents formation of a gap on a wall surface or a damage to a handrail and others even when a building frame is shaken by an earthquake.SOLUTION: A joint device includes: a joint plate support part formed on each of right and left building frames built with a joint part in between; a center sustaining mechanism that maintains a position of a central pivot part of a horizontal support member almost at a center of the joint part, the horizontal support member having both ends fitted on lower wall surfaces of the right and left building frames that face each other and located below the joint plate support parts; a central beam member constituting the center sustaining mechanism along with the central pivot part and pivotally supported by the central pivot part; a plurality of joint plates being pivotally supported roughly at a center by the central beam member at a prescribed interval, and having both ends supported movably by the joint plate support parts of the right and left building frames; a main column fixed on the central beam member, such that the main column is positioned at least on an edge part of the plurality of joint plates; and a handrail fitted on the main column.SELECTED DRAWING: Figure 1

Description

本発明は目地部を介して設けられた躯体の間の目地部を塞ぐ目地装置に関する。   The present invention relates to a joint device for closing joint portions between casings provided via joint portions.

従来、地震によって目地部が狭くなった場合に、目地プレートが単に床面をスライド移動して揺れ動きを吸収可能な目地装置においては、安全対策のためにその目地装置の目地プレート等に手摺を備えるものが知られている(例えば特許文献1)。   Conventionally, when a joint portion becomes narrow due to an earthquake, the joint plate can be simply slid on the floor surface to absorb the shaking motion, and the joint plate of the joint device is provided with a handrail as a safety measure. The thing is known (for example, patent document 1).

しかしながら、躯体に傾斜面を有する目地プレートスライド支持凹部を形成し、地震によって目地部が狭くなった場合に、目地プレートが前記傾斜面に乗り上げてその揺れ動きを吸収する目地装置においては、その目地プレートの変位によって手摺が破壊される。一方、目地プレートの変位に影響がない部位(躯体の手摺部材間)に手摺を設置した場合であっても、地震によって躯体が揺れ動いた場合に、手摺と目地プレートや躯体の床面の間に隙間ができてしまい、人や物が脱落するという危険性があった。   However, in a joint device in which a joint plate slide supporting recess having an inclined surface is formed in the housing and the joint portion becomes narrow due to an earthquake, the joint plate rides on the inclined surface and absorbs the shaking motion. The handrail is destroyed by the displacement. On the other hand, even if the handrail is installed in a part that does not affect the displacement of the joint plate (between the handrail members of the housing), if the housing shakes due to an earthquake, the handrail and the joint plate or the floor of the housing There was a danger that gaps were created and people and objects dropped out.

特開2014−105534号公報JP 2014-105534 A

本発明は以上のような従来の欠点に鑑み、平常時は隙間なく目地部を塞ぐことができるとともに、地震によって躯体が揺れ動いた場合でも、床面に隙間が発生せず、かつ手摺等に損傷を与えない目地装置を提供することを目的としている。   In view of the above-described conventional drawbacks, the present invention can close the joints without gaps in normal times, and even when the frame shakes due to an earthquake, no gaps are generated on the floor surface, and handrails are damaged. It aims at providing the joint device which does not give.

本発明の前記ならびにそのほかの目的と新規な特徴は次の説明を添付図面と照らし合わせて読むと、より完全に明らかになるであろう。   The above and other objects and novel features of the present invention will become more fully apparent when the following description is read in conjunction with the accompanying drawings.

ただし、図面はもっぱら解説のためのものであって、本発明の技術的範囲を限定するものではない。   However, the drawings are for explanation only and do not limit the technical scope of the present invention.

上記目的を達成するために、本発明の目地装置は、目地部を介して設けられた左右の躯体にそれぞれ形成された目地プレート支持部と、これらの目地プレート支持部よりも下方の前記左右の躯体の対向する下部壁面に両端部が取付けられた水平支持部材の中央枢支部が前記目地部の略中央部に常時位置する中央維持機構と、前記中央枢支部と共に中央維持機構を構成し、かつ該中央枢支部に枢支された中央梁部材と、この中央梁部材に所定間隔で略中央部が枢支され、かつその両端部が前記左右の躯体の目地プレート支持部に移動可能に支持された複数の目地プレートと、該複数の目地プレートの少なくとも一端部に位置するように前記中央梁部材に固定された主柱と、該主柱に取り付けられた手摺とより成ることを特徴とする。   In order to achieve the above object, the joint device of the present invention includes joint plate support portions respectively formed on the left and right casings provided via the joint portions, and the left and right joints below the joint plate support portions. A central support mechanism in which a central support portion of a horizontal support member having both ends attached to the opposite lower wall surface of the housing is always located at a substantially central portion of the joint, and a central support mechanism together with the central support portion; and A central beam member pivotally supported by the central pivot portion, a substantially central portion is pivotally supported by the central beam member at a predetermined interval, and both end portions thereof are movably supported by the joint plate support portions of the left and right housings. A plurality of joint plates, a main column fixed to the central beam member so as to be positioned at at least one end of the plurality of joint plates, and a handrail attached to the main column.

以上の説明から明らかなように、本発明にあっては次に列挙する効果が得られる。
(1)請求項1に記載の発明においては、手摺が目地プレートではなく中央維持装置を介した主柱に取り付けられているため、地震によって躯体が揺れ動いても目地プレートと手摺の間に目地部が開口することなく、揺れ動きを吸収することができる。
(2)また、手摺は主柱に取り付けられているため、地震によって目地部が狭くなり、目地プレートが躯体に乗り上げる等の動きをしても、手摺が破損することなく、地震による揺れ動きを吸収することができる。
(3)請求項2に記載の各発明においても、前記(1)〜(2)と同様な効果が得られるとともに、直線的な主柱を用いた場合でも主柱通過部を通過させることにより、手摺を端部の目地プレート上に配置することができる。
(4)請求項3に記載の各発明においても、前記(1)〜(3)と同様な効果が得られるとともに、手摺本体及び連結部材により手摺本体と躯体の手摺部材との間に隙間や目地部の開口が生じることを防止できる。
(5)請求項4に記載された発明においても、前記(1)〜(2)と同様な効果が得られるとともに、手摺が目地プレートと隙間を隔てて設けられているので、手摺を主柱に固定状態で取り付けても手摺が破損することなく、地震による揺れ動きを吸収することができる。
As is clear from the above description, the present invention has the following effects.
(1) In the invention described in claim 1, since the handrail is attached not to the joint plate but to the main pillar via the central maintenance device, the joint portion is located between the joint plate and the handrail even if the case is shaken by an earthquake. Can absorb shaking motion without opening.
(2) Since the handrail is attached to the main pillar, even if the joint becomes narrow due to the earthquake and the joint plate moves onto the frame, the handrail is not damaged, and the shaking caused by the earthquake is absorbed. can do.
(3) Also in each invention of Claim 2, while obtaining the same effect as said (1)-(2), even when a linear main pillar is used, by letting a main pillar passage part pass, The handrail can be arranged on the joint plate at the end.
(4) Also in each invention of Claim 3, while the same effect as said (1)-(3) is acquired, a clearance gap and a handrail member between a handrail main body and a housing handrail member by a handrail main body and a connection member are obtained. The opening of the joint can be prevented.
(5) In the invention described in claim 4 as well, the same effects as in the above (1) to (2) can be obtained, and the handrail is provided with a gap from the joint plate. Even if it is attached in a fixed state, the handrail is not damaged, and the shaking motion due to the earthquake can be absorbed.

本発明を実施するための第1の形態の目地装置の平面図。The top view of the joint device of the 1st form for carrying out the present invention. 図1の2−2線に沿う断面図。Sectional drawing which follows the 2-2 line of FIG. 本発明を実施するための第1の形態の躯体の平面視からの説明図。Explanatory drawing from the planar view of the housing of the 1st form for implementing this invention. 本発明を実施するための第1の形態の中央維持機構を配置した状態の平面視からの説明図。Explanatory drawing from the planar view of the state which has arrange | positioned the center maintenance mechanism of the 1st form for implementing this invention. 本発明を実施するための第1の形態の目地プレートを配置した状態の平面視からの説明図。Explanatory drawing from planar view of the state which has arrange | positioned the joint plate of the 1st form for implementing this invention. 本発明を実施するための第1の形態の目地プレートの斜視から平面を示す説明図。Explanatory drawing which shows a plane from the perspective of the joint plate of the 1st form for implementing this invention. 本発明を実施するための第1の形態の端部目地プレートの斜視から平面を示す説明図。Explanatory drawing which shows a plane from the perspective of the edge part joint plate of the 1st form for implementing this invention. 本発明を実施するための第1の形態の手摺の斜視からの説明図。Explanatory drawing from the perspective of the handrail of the 1st form for implementing this invention. 本発明を実施するための第1の形態の地震で目地部が狭くなった動作説明図。Operation | movement explanatory drawing in which the joint part became narrow by the earthquake of the 1st form for implementing this invention. 本発明を実施するための第1の形態の地震で目地部が広くなった動作説明図。Operation | movement explanatory drawing in which the joint part became wide by the earthquake of the 1st form for implementing this invention. 本発明を実施するための第1の形態の地震で躯体が異なる前後方向に揺れ動いた状態の動作説明図。Explanatory drawing of operation | movement of the state which the housing was rocked in the front-back direction which differs in the earthquake of the 1st form for implementing this invention. 本発明を実施するための第2の形態の床用目地装置の平面図。The top view of the joint device for floors of the 2nd form for carrying out the present invention. 図12の13−13線に沿う断面図。Sectional drawing which follows the 13-13 line | wire of FIG. 本発明を実施するための第2の形態の中央維持機構を配置した状態の平面視からの説明図。Explanatory drawing from the planar view of the state which has arrange | positioned the center maintenance mechanism of the 2nd form for implementing this invention. 本発明を実施するための第2の形態の地震で目地部が狭くなった動作説明図。Operation | movement explanatory drawing which the joint part became narrow by the earthquake of the 2nd form for implementing this invention. 本発明を実施するための第2の形態の地震で目地部が広くなった動作説明図。Operation | movement explanatory drawing which the joint part became wide by the earthquake of the 2nd form for implementing this invention. 本発明を実施するための第2の形態の地震で躯体が異なる前後方向に揺れ動いた状態の動作説明図。Explanatory drawing of operation | movement of the state which the housing was rocked in the front-back direction which differs in the earthquake of the 2nd form for implementing this invention. 本発明を実施するための第3の形態の床用目地装置の平面図。The top view of the joint device for floors of the 3rd form for carrying out the present invention. 図18の19−19線に沿う断面図。FIG. 19 is a cross-sectional view taken along line 19-19 of FIG. 本発明を実施するための第3の形態の主柱の斜視から平面を示す説明図。Explanatory drawing which shows a plane from the perspective of the main pillar of the 3rd form for implementing this invention.

以下、図面に示す本発明を実施するための形態により、本発明を詳細に説明する。   Hereinafter, the present invention will be described in detail with reference to the embodiments shown in the drawings.

図1乃至図11に示す本発明を実施するための第1の形態において、1は目地部2を介して設けられた一方の躯体3及び他方の躯体4間に設置された目地装置である。
この目地装置1は、一方の躯体3及び他方の躯体4に、前記目地部2を基準として略左右対称にそれぞれ形成された、反目地部側が傾斜面5の目地プレート支持部6と、前記一方の躯体3及び他方の躯体4の目地部2側の対向する下部壁面3a、4aの上端部(上端部よりの部位も含む)に、その両端部が取付けられ、かつ水平支持部材(バー部材)15に設けた中央枢支部7が前記目地部2の略中央部に常時位置する中央維持機構8と、この中央維持機構8の前記中央枢支部7に枢支された中央梁部材9と、この中央梁部材9に所定間隔を有してほぼ中央部が枢支され、かつ両端部が一方の躯体3及び他方の躯体4にそれぞれ形成された目地プレート支持部6に移動可能に支持された複数の目地プレート10と、該複数の目地プレート10の少なくとも一端部に位置するように前記中央梁部材9に固定された主柱11と、該主柱11に略中央部が取り付けられた手摺12とで構成されている。
In the first embodiment for carrying out the present invention shown in FIGS. 1 to 11, reference numeral 1 denotes a joint device installed between one housing 3 and the other housing 4 provided through a joint portion 2.
The joint device 1 is formed in one housing 3 and the other housing 4 in a substantially bilaterally symmetrical manner with respect to the joint portion 2, the joint plate support portion 6 having the inclined surface 5 on the side opposite to the joint portion, and the one side Both end portions are attached to the upper end portions (including the portion from the upper end portion) of the lower wall surfaces 3a, 4a facing each other on the joint portion 2 side of the housing 3 and the other housing 4, and horizontal support members (bar members) A central support mechanism 8 in which a central pivot portion 7 provided at 15 is always located at a substantially central portion of the joint portion 2; a central beam member 9 pivotally supported by the central pivot portion 7 of the central maintenance mechanism 8; The central beam member 9 is pivotally supported at a substantially central portion with a predetermined interval, and both end portions are movably supported by joint plate support portions 6 formed on one housing 3 and the other housing 4 respectively. Joint plate 10 and the plurality of joint plates 10 A main post 11, wherein fixed to the central beam member 9 so as to be located along at least one end, a substantially central portion in the main pillar 11 is constituted by the handrail 12 attached.

前記主柱11は、本実施の形態においては複数の目地プレート10の両端部に位置するように固定されているが、図面上、他端部側は省略している。
なお、本発明において、「躯体」とは、建物、道路、スラブ、橋梁等の建造物をいい、また、「複数の目地プレート10の端部」とは、複数枚連続して設置された目地プレート10の両側に設置された目地プレートの開放側(他の目地プレートに接していない側面)の端部をいう。
In the present embodiment, the main pillar 11 is fixed so as to be positioned at both ends of the plurality of joint plates 10, but the other end side is omitted in the drawing.
In the present invention, the “frame” refers to a building such as a building, road, slab, or bridge, and “the end portions of the plurality of joint plates 10” refers to joints that are continuously installed. The end part of the open side (side surface which is not in contact with the other joint plate) of the joint plate installed on both sides of the plate 10 is said.

ところで、前記中央維持機構8は、実施形態では、少なくとも一方の躯体3及び他方の躯体4の目地部2側の下部壁面3a、4aに取り付けられたガイドレール13と、該ガイドレール13に両端部がスライド移動可能に支持され、中点位置に中央枢支部7が形成された水平支持部材15(本実施形態ではバー部材)と、該水平支持部材15の中央枢支部7に設けられた接続ピン16とで構成されている。   By the way, in the embodiment, the center maintaining mechanism 8 includes a guide rail 13 attached to the lower wall surfaces 3a and 4a on the joint portion 2 side of at least one of the casings 3 and the other casing 4, and both ends of the guide rail 13 at both ends. Is supported so as to be slidable, and a horizontal support member 15 (in this embodiment, a bar member) in which the central pivot 7 is formed at the midpoint position, and a connection pin provided on the central pivot 7 of the horizontal support 15 16.

したがって、前記水平支持部材15の両端部には、ガイドレール13内をスムースにスライド移動できるように、ローラーや滑り材を設けてもよい。   Therefore, rollers and sliding materials may be provided at both ends of the horizontal support member 15 so that the guide rail 13 can slide smoothly.

前記中央梁部材9は、断面視方形状であると共に平面視長方形状の角棒状の梁本体17と、該梁本体17に所定間隔で設けられた上下方向にスライド移動可能で、その先端部が目地プレート10の底面の中央部に固定される枢支ピン18とで構成され、前記梁本体17の少なくとも一端部付近、本実施の形態では両端部付近であって、前記複数の目地プレート10の両端部に位置する部位には主柱11が固定されている。この中央梁部材9は前述したように中央維持機構8の構成要素であり、前記バー部材15の中央枢支部7に設けられた接続ピン16により目地部2の中央部に位置するように固定される。   The central beam member 9 has a rectangular main body 17 having a rectangular shape in plan view and a rectangular body in plan view, and is slidable in a vertical direction provided at a predetermined interval on the main body 17, and a tip portion thereof is The pivot plate 18 is fixed to the central portion of the bottom surface of the joint plate 10, and is near at least one end portion of the beam body 17, in the present embodiment, near both end portions. Main pillars 11 are fixed to portions located at both ends. The central beam member 9 is a component of the central maintaining mechanism 8 as described above, and is fixed so as to be positioned at the central portion of the joint portion 2 by the connection pin 16 provided on the central pivot portion 7 of the bar member 15. The

なお、梁本体17の全長は、複数の目地プレート10が設置される幅(目地部の長手方向の長さ)よりも長い事が望ましい。また、中央枢支部7に設けられた接続ピン16と先端部が目地プレート10の底面の中央部に固定される枢支ピン18は、本実施の形態においては一体的に形成しているが、これらは別体として設けてもよい。   The total length of the beam body 17 is preferably longer than the width (the length of the joint in the longitudinal direction) where the joint plates 10 are installed. Further, in the present embodiment, the connection pin 16 provided on the central pivot 7 and the pivot pin 18 whose tip is fixed to the central portion of the bottom surface of the joint plate 10 are integrally formed. These may be provided separately.

前記目地プレート10は、平面視長方形で浅皿状の金属材製の目地プレート本体19と、この目地プレート本体19内へ充填されたモルタルあるいはコンクリート20と、このモルタルあるいはコンクリート20の上面に貼り付けられた大理石等のタイルやレンガ等の床化粧板21と、目地プレート本体19の躯体側の両側面にヒンジ14を介して取り付けられたカバープレート22と、目地プレート本体19の底面中央部に固定された前記枢支ピン18とで構成されている。   The joint plate 10 is a metal plate joint plate body 19 having a rectangular shape in a plan view, a mortar or concrete 20 filled in the joint plate body 19, and affixed to the upper surface of the mortar or concrete 20. Fixed floor tiles 21 such as tiles such as marble and bricks, cover plates 22 attached to both sides of the joint plate body 19 on the housing side via hinges 14, and fixed to the bottom center of the joint plate body 19 It is comprised with the said pivot pin 18 made.

この目地プレート10のうち、例えば図1、図5、図7、図11に示す端部に位置する目地プレート10Aには前記主柱11が通過するための切り欠き状の主柱通過部23が形成されている。この主柱通過部23は、本実施の形態では目地プレート10Aの側部に形成した凹所状の切り欠きとなっているが、主柱11が通過できる形状の孔としてもよい。
前記主柱11は、本実施の形態においては断面視方形状で正面視長方形状の角棒状に形成されており、下端部が前記中央梁部材9に固定され、前記目地プレートよりも上方に位置する部位には、手摺12が固定されている。
Of the joint plate 10, for example, a joint plate 10 </ b> A located at an end shown in FIGS. 1, 5, 7, and 11 has a notch-shaped main pillar passage portion 23 through which the main pillar 11 passes. Is formed. In the present embodiment, the main column passage portion 23 is a recess-shaped notch formed in the side portion of the joint plate 10A, but may be a hole having a shape through which the main column 11 can pass.
In the present embodiment, the main pillar 11 is formed in a square bar shape having a rectangular cross-sectional view and a front view rectangular shape, and a lower end portion is fixed to the central beam member 9 and is positioned above the joint plate. A handrail 12 is fixed to the part to be operated.

前記手摺12は、主柱挿入孔24が形成され、該主柱挿入孔24に主柱11を挿入することにより取り付けられた正面視長方形状の板状の手摺本体25と、該手摺本体25の両端部に、その一端部が回動可能に連結されると共に、他端部が一方の躯体3の手摺部材3b又は他方の躯体4の手摺部材4bに回動・伸縮可能に連結される連結部材26とで構成されている。   The handrail 12 is formed with a main pillar insertion hole 24, a plate-shaped handrail main body 25 having a rectangular shape in front view attached by inserting the main pillar 11 into the main pillar insertion hole 24, A connecting member having one end portion rotatably connected to both end portions and the other end portion being rotatably connected to the handrail member 3b of one housing 3 or the handrail member 4b of the other housing 4 26.

なお、前記手摺本体25が目地プレート10Aと平行状態を維持できるように、前記目地プレート10Aの両端部(先端部及び後端部)付近にコ字状のガイド部材27を設けるとよい。   In addition, it is good to provide the U-shaped guide member 27 in the vicinity of the both ends (front-end | tip part and rear-end part) of said joint plate 10A so that the said handrail main body 25 can maintain a parallel state with 10 A of joint plates.

また、前記一方の躯体3や他方の躯体4の手摺連結壁は、これらの躯体の通路部位に一体的又は別体を固定的に設けた壁面であって、手摺程度の高さであっても良いし、さらに高いものでもよい。   Further, the handrail connecting walls of the one housing 3 and the other housing 4 are wall surfaces provided integrally or separately in the passage portions of these housings, and may be as high as a handrail. Good or even higher.

前記連結部材26は、本実施の形態においては、端部が手摺本体又は躯体の手摺部材に回動可能にそれぞれ連結された2枚の板材をスライド可能に連結し伸縮可能な連結部材としているが、例えば、蛇腹状の伸縮板や箱状部材と該箱状部材の内部にスライド可能に設けられた板材等を用いて伸縮可能な連結部材としてもよい。これらの連結部材を用いた場合、その端部は手摺本体又は躯体の手摺部材に回動可能にヒンジ等で連結される。   In the present embodiment, the connecting member 26 is a connecting member that can extend and contract by slidably connecting two plate members whose end portions are rotatably connected to the handrail member of the handrail body or the casing. For example, it is good also as a connecting member which can be expanded-contracted using the bellows-like expansion-contraction board, the board-shaped member, and the board | plate material etc. which were provided inside the box-shaped member so that sliding was possible. When these connecting members are used, the end portions thereof are connected to the handrail member of the handrail body or the case by a hinge or the like so as to be rotatable.

地震によって目地部2が狭くなった場合には、目地プレート10、10Aは、一方の躯体3及び他方の躯体4にそれぞれ形成された目地プレート支持部6の端部に形成された傾斜面5に乗り上げることによりその揺れ動きを吸収する。   When the joint portion 2 becomes narrow due to the earthquake, the joint plates 10 and 10A are formed on the inclined surfaces 5 formed at the end portions of the joint plate support portions 6 formed on the one housing 3 and the other housing 4 respectively. It absorbs the shaking movement by riding.

ところで、吸収時目地プレート10、10Aは上方に持ち上げられるが、手摺12は目地プレート10Aではなく、目地プレート10Aと隙間を隔てた状態で主柱11に取り付けられているため、目地プレート10Aと手摺12が衝突することなく、その揺れ動きを吸収することができる。   By the way, although the joint plate 10 and 10A at the time of absorption are lifted upward, the handrail 12 is not the joint plate 10A but is attached to the main column 11 with a gap from the joint plate 10A. The shaking motion can be absorbed without collision of 12.

また、目地プレート10Aと隙間を隔てた状態でなくても、本実施の形態のように手摺12が主柱11に挿入されている場合(固定状態でなく取り付けられている場合)は、目地プレート10Aと隙間を隔てた状態でなくても、目地プレート10Aと一緒に手摺12が上方へ持ち上げられ、手摺12や目地プレート10Aが破損することなく揺れ動きを吸収することができる。   Even if the joint plate 10A is not separated from the joint plate 10A, when the handrail 12 is inserted into the main pillar 11 as in the present embodiment (when it is attached not fixed), the joint plate Even if the gap is not separated from 10A, the handrail 12 is lifted together with the joint plate 10A, and the shaking motion can be absorbed without damaging the handrail 12 and the joint plate 10A.

地震によって目地部2が広くなった場合には、目地プレート10、10Aは、一方の躯体3及び他方の躯体4にそれぞれ形成された目地プレート支持部5、6上をスライド移動して、その揺れ動きを吸収する。   When the joint portion 2 becomes wide due to the earthquake, the joint plates 10 and 10A slide and move on the joint plate support portions 5 and 6 formed in the one housing 3 and the other housing 4 respectively. To absorb.

地震によって一方の躯体3と他方の躯体4が異なる前後方向(平面視上下方向)に揺れ動いた場合には、目地プレート10、10Aは、一方の躯体3及び他方の躯体4にそれぞれ形成された目地プレート支持部6の端部に形成された傾斜面5に乗り上げることによりその揺れ動きを吸収する。   When one chassis 3 and the other chassis 4 are swung in different front and rear directions (up and down in plan view) due to the earthquake, the joint plates 10 and 10A are joints formed on the one chassis 3 and the other chassis 4, respectively. The swaying motion is absorbed by riding on the inclined surface 5 formed at the end of the plate support 6.

なお、この時、手摺本体24は主柱11に取り付けられており、目地プレート10の側部と平行状態を保つことができるため、目地プレート10Aと手摺12の間に目地部2が開口することがなく、目地部2に落下する危険を排除することができる。   At this time, the handrail main body 24 is attached to the main pillar 11 and can maintain a parallel state with the side portion of the joint plate 10, so that the joint portion 2 is opened between the joint plate 10 </ b> A and the handrail 12. Therefore, it is possible to eliminate the danger of falling on the joint portion 2.

[発明を実施するための異なる形態]
次に、図12乃至図20に示す本発明を実施するための異なる形態につき説明する。なお、これらの本発明を実施するための異なる形態の説明に当って、前記本発明を実施するための第1の形態と同一構成部分には同一符号を付して重複する説明を省略する。
図12乃至図17に示す本発明を実施するための第2の形態において、前記本発明を実施するための第1の形態と主に異なる点は、中央枢支部7を有するパンタグラフ状の水平支持部材15Aを用いた中央維持機構8Aを用いた点で、このような目地装置1Aにしても、前記本発明を実施するための第1の形態と同様の作用効果を得ることができる。
図18乃至図20に示す本発明を実施するための第3の形態において、前記本発明を実施するための第2の形態と主に異なる点は、複数の目地プレート10の端部に位置する目地プレート10も主柱通過部23を有さない目地プレート10とするとともに、先端部が目地プレート10の上部に位置するようにクランク状に屈曲した主柱11Aを用いた点で、このような目地装置1Bにしても、前記本発明を実施するための第1の形態と同様の作用効果を得ることができる。
[Different forms for carrying out the invention]
Next, different modes for carrying out the present invention shown in FIGS. 12 to 20 will be described. In the description of the different embodiments for carrying out the present invention, the same components as those in the first embodiment for carrying out the present invention are denoted by the same reference numerals, and redundant description is omitted.
The second embodiment for carrying out the present invention shown in FIGS. 12 to 17 is mainly different from the first embodiment for carrying out the present invention in that a pantograph-like horizontal support having a central pivot 7 is provided. Even in such a joint device 1A in that the central maintenance mechanism 8A using the member 15A is used, the same operational effects as those of the first embodiment for carrying out the present invention can be obtained.
The third embodiment for carrying out the present invention shown in FIGS. 18 to 20 is mainly different from the second embodiment for carrying out the present invention in the end portions of the plurality of joint plates 10. The joint plate 10 is also a joint plate 10 that does not have the main column passage portion 23, and the main column 11 </ b> A that is bent in a crank shape so that the distal end portion is located above the joint plate 10 is used. Even in the joint device 1B, the same effects as those of the first embodiment for carrying out the present invention can be obtained.

なお、本発明の実施の形態において、中央維持機構としてバー部材やパンタグラフ状の部材を用いているが、本発明はこれに限られず、公知の中央維持機構、例えば、ラックとピニオンを利用した機構(特開2011−226150号等に開示されているもの)等を用いてもよい。   In the embodiment of the present invention, a bar member or a pantograph-shaped member is used as the central maintenance mechanism, but the present invention is not limited to this, and a known central maintenance mechanism, for example, a mechanism using a rack and a pinion (Disclosed in JP 2011-226150 A) or the like may be used.

また、手摺本体は主柱を挿入し取付けるものについて説明したが、主柱に溶接等で固定してもよい。この場合、ガイド部材は設けなくてもよい。   Moreover, although the handrail main body demonstrated what inserts and attaches a main pillar, you may fix to a main pillar by welding. In this case, the guide member may not be provided.

本発明は目地装置を製造する産業で利用される。   The present invention is used in the industry for manufacturing joint devices.

1、1A、1B:目地装置、 2:目地部、
3:一方の躯体、 4:他方の躯体、
5:傾斜面、 6:目地プレート支持部、
7:中央枢支部、 8、8A:中央維持機構、
9:中央梁部材、 10、10A:目地プレート、
11、11A:主柱、 12:手摺、
13:ガイドレール、 14:ヒンジ、
15、15A:水平支持部材、 16:接続ピン、
17:梁本体、 18:枢支ピン、
19:目地プレート本体、 20:モルタルあるいはコンクリート、
21:床化粧板、 22:カバープレート、
23:主柱通過部、 24:主柱挿入孔、
25:手摺本体、 26:連結部材、
27:ガイド部材。
1, 1A, 1B: joint device, 2: joint portion,
3: one housing, 4: the other housing,
5: inclined surface, 6: joint plate support,
7: Central pivot, 8, 8A: Central maintenance mechanism,
9: Center beam member 10, 10A: Joint plate,
11, 11A: main pillar, 12: handrail,
13: Guide rail, 14: Hinge,
15, 15A: horizontal support member, 16: connection pin,
17: beam main body, 18: pivot pin,
19: Joint plate body, 20: Mortar or concrete,
21: Floor decorative board, 22: Cover plate,
23: Main column passage portion, 24: Main column insertion hole,
25: Handrail body, 26: Connecting member,
27: A guide member.

Claims (4)

目地部を介して設けられた左右の躯体にそれぞれ形成された目地プレート支持部と、これらの目地プレート支持部よりも下方の前記左右の躯体の対向する下部壁面に両端部が取付けられた水平支持部材の中央枢支部が前記目地部の略中央部に常時位置する中央維持機構と、前記中央枢支部と共に中央維持機構を構成し、かつ該中央枢支部に枢支された中央梁部材と、この中央梁部材に所定間隔で略中央部が枢支され、かつその両端部が前記左右の躯体の目地プレート支持部に移動可能に支持された複数の目地プレートと、該複数の目地プレートの少なくとも一端部に位置するように前記中央梁部材に固定された主柱と、該主柱に取り付けられた手摺とより成ることを特徴とする目地装置。 Horizontal support with both ends attached to the lower wall surfaces of the left and right housings below the joint plate support portions and the joint plate support portions respectively formed on the left and right housings provided via the joint portions. A central maintaining mechanism in which a central pivot portion of the member is always located at a substantially central portion of the joint portion, a central maintaining mechanism together with the central pivot portion, and a central beam member pivotally supported by the central pivot portion; A plurality of joint plates having a substantially central portion pivotally supported by the central beam member at a predetermined interval, and both end portions thereof being movably supported by the joint plate support portions of the left and right housings, and at least one end of the plurality of joint plates A joint device comprising: a main column fixed to the central beam member so as to be positioned at a portion; and a handrail attached to the main column. 前記主柱が位置する部位の目地プレートは、主柱通過部を有する端部目地プレートであり、前記主柱は主柱通過部を通過するように設けられていることを特徴とする請求項1記載の目地装置。 The joint plate at a position where the main pillar is located is an end joint plate having a main pillar passage portion, and the main pillar is provided so as to pass through the main pillar passage portion. The joint device described. 前記手摺は、手摺本体と、一端部が該手摺本体に回動可能に連結されると共に、他端部が左右の躯体の手摺部材に回動可能に連結された、伸縮可能な連結部材とより成ることを特徴とする請求項1又は請求項2のいずれかに記載の目地装置。 The handrail includes a handrail main body, and an extendable connecting member having one end portion rotatably connected to the handrail main body and the other end portion rotatably connected to handrail members of the left and right housings. The joint device according to claim 1, wherein the joint device is formed. 前記手摺は、地震によって目地部が狭くなり、前記目地プレートが上方へ持ち上げられた際に、目地プレートと衝突しないように、目地プレートと隙間を隔てて手摺が設けられていることを特徴とする請求項1乃至請求項3のいずれかに記載の目地装置。 The handrail is provided with a handrail separated from the joint plate so as not to collide with the joint plate when the joint portion becomes narrow due to an earthquake and the joint plate is lifted upward. The joint device according to any one of claims 1 to 3.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002047740A (en) * 2000-08-04 2002-02-15 Dooei Gaiso Kk Joint device for floor
JP2004238822A (en) * 2003-02-04 2004-08-26 Dooei Gaiso Kk Joint device
JP2008196289A (en) * 2007-02-16 2008-08-28 Dooei Gaiso Kk Connecting passage
WO2015120993A2 (en) * 2014-01-10 2015-08-20 Seamus Devlin A device for spanning an expansion joint in the floor of a building

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002047740A (en) * 2000-08-04 2002-02-15 Dooei Gaiso Kk Joint device for floor
JP2004238822A (en) * 2003-02-04 2004-08-26 Dooei Gaiso Kk Joint device
JP2008196289A (en) * 2007-02-16 2008-08-28 Dooei Gaiso Kk Connecting passage
WO2015120993A2 (en) * 2014-01-10 2015-08-20 Seamus Devlin A device for spanning an expansion joint in the floor of a building

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