JPH068507U - Expansion joints - Google Patents
Expansion jointsInfo
- Publication number
- JPH068507U JPH068507U JP5380292U JP5380292U JPH068507U JP H068507 U JPH068507 U JP H068507U JP 5380292 U JP5380292 U JP 5380292U JP 5380292 U JP5380292 U JP 5380292U JP H068507 U JPH068507 U JP H068507U
- Authority
- JP
- Japan
- Prior art keywords
- frame bases
- gap
- cover plate
- suspension rod
- suspension
- 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
Links
- 239000000725 suspension Substances 0.000 claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000013013 elastic material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 229920001084 poly(chloroprene) Polymers 0.000 description 1
- 230000001846 repelling effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
Abstract
(57)【要約】
【目的】 過超弾性力による部材の変形を解消し、カバ
ー板の安定した支承保持力を確保する。
【構成】 間隙Gを挟んで両躯体a,aに、摺動係止溝
7を構成した一対の枠基台4,4を固設し、懸吊杆8の
両端に突設した摺動突起9,9を両摺動係止溝7に摺動
自在に遊嵌して傾斜するように複数配設する。カバー板
13を両枠基台4,4に掛架して間隙Gを覆い、懸吊杆
8の中央部と支軸ボルト10を介して回動自在に連結
し、支軸ボルト10と懸吊杆8間にコイルスプリング1
6を弾装してカバー板13を両枠基台に圧接する。支軸
ボルト10に連繋したスプリング連繋板12と懸吊杆8
間に複数の補助コイルスプリング18,18を弾装し、
カバー板13を両枠基台に圧接する補助弾性力を得るこ
とを特徴とする。
(57) [Abstract] [Purpose] To eliminate the deformation of the member due to the hyper-elasticity and to secure the stable bearing holding force of the cover plate. [Structure] A pair of frame bases 4 and 4 having sliding locking grooves 7 are fixedly mounted on both the bodies a and a with a gap G therebetween, and sliding projections projecting from both ends of a suspension rod 8. Plural 9, 9 are arranged so as to be slidably fitted in both sliding engagement grooves 7 and inclined. The cover plate 13 is hung on both frame bases 4 and 4 to cover the gap G, and is rotatably connected to the central portion of the suspension rod 8 via the support shaft bolt 10 to suspend the support shaft bolt 10 and the suspension. Coil spring 1 between rods 8
6 is mounted and the cover plate 13 is pressed against both frame bases. A spring connecting plate 12 and a suspension rod 8 which are connected to a support shaft bolt 10.
A plurality of auxiliary coil springs 18, 18 are mounted in between,
It is characterized in that an auxiliary elastic force for pressing the cover plate 13 to both frame bases is obtained.
Description
【0001】[0001]
本考案は建造物の屋根または外壁に現れた歪吸収用間隙を被覆する伸縮継手に 関するものである。 The present invention relates to an expansion joint that covers a strain absorbing gap that appears on the roof or outer wall of a building.
【0002】[0002]
建造物は、温度変化による伸縮、不等沈下及び地震等により常時歪が生じるた め、その歪から生ずる建築物の破壊を防止する手段として歪吸収用間隙構造が構 成されており、建造物の屋根や外壁面にもこの間隙が現れるようになるため、使 用に際してこの間隙を拡狭自在且つレベル差吸収可能に被覆する構造としての伸 縮継手が使用されている。この伸縮継手としては従来より図4に示すように、建 造物の歪吸収用間隙Gを挟んで壁面に枠基台50,50を固設し、該枠基台50 ,50に掛架したカバー板51を枠基台50,50間に両端を基枠台50方向摺 動自在に架設した懸吊杆52を傾斜架設すると共に、該懸吊杆52にボルト・ナ ット53を介して上記カバー板51の中央部を連繋し、該ボルト・ナット53に 外挿したコイルスプリング54によってカバー板51を両基枠台50,50に押 し付ける方向に弾性付勢して幅方向摺動自在に架設する構造のものが一般に使用 されている。 Since a structure is constantly distorted due to expansion and contraction due to temperature changes, unequal subsidence, and earthquakes, etc., a gap structure for strain absorption is configured as a means to prevent damage to the structure caused by the distortion. Since this gap will also appear on the roof and outer wall surface, the expansion joint is used as a structure that covers this gap so that it can be expanded and narrowed and level difference can be absorbed when it is used. Conventionally, as this expansion joint, as shown in FIG. 4, a frame base 50, 50 is fixedly installed on a wall surface with a gap G for absorbing strain of a building interposed therebetween, and a cover hung on the frame base 50, 50. The plate 51 is slidably installed between the frame bases 50, 50 at both ends so as to be slidable in the direction of the base frame 50. The suspension rod 52 is slidably installed on the suspension rod 52 through the bolt nut 53. The central portion of the cover plate 51 is connected to each other, and the coil spring 54 externally attached to the bolts and nuts 53 elastically urges the cover plate 51 against both base frame bases 50, 50 so that the cover plate 51 can slide in the width direction. The structure that is erected in is generally used.
【0003】[0003]
しかし近年建造物の大型化に伴い、この歪吸収用間隙が大型化するに際して上 記従来の構成では、間隙Gが大きくなると増大する荷重や風圧に対してカバー板 51の支承するため、吊込み弾性付勢しているコイルスプリング54の発条定数 を大きくして、支承力を維持しなければならなくなり、この結果、矢印Aによっ て示す懸吊杆52のボルト・ナット53挿通部に集中荷重が生じて、該部が引き 込まれ変形するだけでなく、その変形に伴って所定の吊込み力が得られなくなり 、カバー板51がずれたり落下する等の問題を有している。 However, when the strain absorbing gap is enlarged with the increase in size of the building in recent years, in the above-described conventional configuration, the cover plate 51 is supported against the load and wind pressure that increase as the gap G increases, so that the suspension plate is suspended. It is necessary to increase the spring constant of the coil spring 54 that is elastically biased to maintain the supporting force. As a result, the concentrated load is applied to the bolt / nut 53 insertion portion of the suspension rod 52 shown by the arrow A. Occurs, and not only the part is pulled in and deformed, but also a predetermined hanging force cannot be obtained due to the deformation, and there is a problem that the cover plate 51 shifts or falls.
【0004】 本考案は上記問題に鑑みてなされたものであり、部材の変形を解消してカバー 板の安定した支承保持を確保することができる伸縮継手を提供することを目的と するものである。The present invention has been made in view of the above problems, and an object of the present invention is to provide an expansion joint capable of eliminating deformation of a member and ensuring stable bearing support of a cover plate. .
【0005】[0005]
本考案に係る伸縮継手は、建造物の表面に現れた歪吸収用間隙に被設する伸縮 継手において、間隙を挟んで対置した両躯体の縁部に略平行に固設すると共に、 対向側に位置して長手方向に延びる摺動係止溝を構成した一対の枠基台と、前記 両枠基台の摺動係止溝に、両端にそれぞれ突設した摺動突起を摺動自在に遊嵌し 、間隙の延びる方向に対して傾斜するように配設した複数の懸吊杆と、前記両枠 基台に掛架して間隙を覆い、懸吊杆の中央部と軸部材を介して回動自在に連結す ると共に、該軸と懸吊杆間に弾装して軸部材を介して前記カバー板を両枠基台に 圧接する主吊込み手段と、前記主吊込み手段の軸部材を対称として該軸部材との 連繋部材と懸吊杆間に弾装してなる複数の補助吊込み手段とから構成することを 要旨とするものである。 The expansion joint according to the present invention is an expansion joint that is provided in a strain absorbing gap that appears on the surface of a building, and is fixed substantially parallel to the edges of both skeletons that face each other across the gap, and on the opposite side. A pair of frame bases that are positioned and extend in the longitudinal direction and that form slide lock grooves, and slide protrusions that are respectively provided at both ends of the slide lock grooves of the frame bases so that they can slide freely. A plurality of suspension rods that are fitted so as to be inclined with respect to the direction in which the gap extends, and the suspension rods are hung on both frame bases to cover the gaps, and the center portion of the suspension rod and the shaft member A main suspending unit that is rotatably connected and is mounted between the shaft and the suspension rod to press the cover plate to both frame bases via a shaft member, and a shaft of the main suspending unit. The gist of the present invention is that the member is symmetrical and is composed of a member that is connected to the shaft member and a plurality of auxiliary suspending means that are mounted between suspension rods. A.
【0006】[0006]
上記構成によれば、懸吊杆の中央部に構成した主吊込み手段と補助吊込み手段 の弾性力によって、軸部材を介してカバー板を引っ張り弾性付勢し、両枠基台間 に歪吸収用間隙を覆うカバー板を懸吊設置する。そして、歪吸収用間隙の拡縮ま たはずれに対しては、上記懸吊杆の両端に突設した摺動突起が枠基台の摺動係止 溝に対して溝方向に摺動し、該懸吊杆の傾倒角度が変わることによって吸収作用 する。 According to the above configuration, the elastic force of the main suspending means and the auxiliary suspending means formed in the central portion of the suspension rod pulls the cover plate through the shaft member to elastically urge the strain between the frame bases. A cover plate that covers the absorption gap is suspended. When the strain absorbing gap is expanded or contracted, the sliding protrusions provided at both ends of the suspension rod slide in the groove direction with respect to the sliding engagement groove of the frame base. It absorbs when the tilting angle of the suspension rod changes.
【0007】 このとき、主吊込み手段と補助吊込み手段吊込み手段からなる、複数のコイル スプリングの弾性力によってカバー板を懸吊するようになり、全スプリングの弾 性力の総和によって支持力を得る構造になるため、歪吸収用間隙の幅が大きくな り、カバー板自体の荷重、または該カバー板が受ける風圧によって生じる支承力 の増大に対して、全スプリング弾性力の総和を大きくしても、懸吊杆に対する応 力の拡散を図ることができる。従って、該懸吊杆の中央部がスプリングの過超弾 性力によって変形するといった不具合を生ずることがない。At this time, the cover plate is suspended by the elastic force of a plurality of coil springs composed of the main suspending means and the auxiliary suspending means, and the supporting force is determined by the sum of the elastic forces of all springs. As a result, the width of the strain absorbing gap is increased, and the total sum of all spring elastic forces is increased with respect to the load of the cover plate itself or the increase in the bearing force generated by the wind pressure applied to the cover plate. However, it is possible to diffuse the response to the suspension rod. Therefore, the problem that the central portion of the suspension rod is deformed by the excessive elasticity of the spring does not occur.
【0008】[0008]
以下、本考案に係る屋根用伸縮継手の一実施例を図1乃至図3に従って説明す る。 An embodiment of a roof expansion joint according to the present invention will be described below with reference to FIGS.
【0009】 符号1,1は歪吸収用間隙Gを挟んで対置した両躯体の屋根パラペットa,a の対向面に固設した溝状断面を有する鉄骨またはアルミニウム型材から構成した 基枠であり、両基枠1,1の対向面には耐火帯2の縁を把持固着するための耐火 帯ブラケット3を固設してなる。Reference numerals 1 and 1 are base frames made of a steel frame or an aluminum mold member having a groove-shaped cross section fixed to the opposing surfaces of the roof parapets a and a of the two bodies, which are opposed to each other with a strain absorbing gap G interposed therebetween. A refractory belt bracket 3 for gripping and fixing the edges of the refractory belt 2 is fixedly provided on the opposing surfaces of the two base frames 1 and 1.
【0010】 上記両パラペットa,aの各上面には、鉄骨,ステンレス鋼或はアルミニウム 型材からなる略コ字状断面の枠基台4,4が、対向するようにボルト5によって 上記基枠1,1に固設してあり、間隙Gの方向に延びるようになる。該両枠基台 4,4は、ボルト5によって基枠1に固着する下枠部4aと、上方に立ち上がっ ている側枠部4bと、側枠部4bの上縁端から対向方向に屈折した摺接枠部4c 、及び該摺接枠部4cの内端縁から下向きに屈折した係止縁6によって構成し、 摺接枠部4cの下面に枠基台4方向に延びる摺動係止溝7を構成してなる。On each upper surface of both parapets a, a, frame bases 4 and 4 having a substantially U-shaped cross section made of steel frame, stainless steel or aluminum mold material are bolted so that they face each other. , 1 fixed to extend in the direction of the gap G. The both frame bases 4 and 4 are bent in opposite directions from a lower frame part 4a fixed to the base frame 1 by bolts 5, a side frame part 4b rising upward, and an upper edge of the side frame part 4b. The sliding contact frame portion 4c, and the locking edge 6 bent downward from the inner end edge of the sliding contact frame portion 4c, and the sliding locking groove extending in the direction of the frame base 4 on the lower surface of the sliding contact frame portion 4c. 7 is configured.
【0011】 また符号8は、両端に突設した摺動突起9,9を上記対向した両枠基台4,4 の摺動係止溝7,7に対してそれぞれ摺動自在に遊嵌した懸吊杆であり、該懸吊 杆8は、それぞれ通常時に略45度の傾斜角度を持つように、基枠台4の延びる 方向に適宜間隔で配置してなる。Further, reference numeral 8 indicates that sliding projections 9 and 9 projecting from both ends are slidably fitted in the sliding engagement grooves 7 and 7 of the frame bases 4 and 4 facing each other. The suspension rods 8 are arranged at appropriate intervals in the extending direction of the base frame base 4 so that each of the suspension rods 8 has an inclination angle of about 45 degrees in normal times.
【0012】 上記懸吊杆8の中央には、支軸ボルト10を挿通する透孔11が穿設され、ス プリング連繋板12の中央に立設した該支軸ボルト10を貫挿した後、上記両枠 基台4,4の摺接枠部4c,4cに掛架したカバー板13の中心位置に穿設した 透孔14に対して回動自在に挿通し、ナット15によって締結してなる。また該 カバー板13は、上記支軸ボルト10に外挿し、スプリング連繋板12と懸吊杆 8間に弾装したコイルスプリング16と、該支軸ボルト10と対称位置に配置さ れた、懸吊杆8とスプリング連繋板12との間を軸方向摺動自在に軸連結した複 数(実施例は2個の場合を示す。)のボルト・ナット17,17に外挿し、スプ リング連繋板12と懸吊杆8間に弾装した補助コイルスプリング18,18とか らなる吊込み発条群19により、掛架した摺接枠部4c,4cに所定の弾性力( コイルスプリング16,と補助コイルスプリング18,18の総和である。)で 弾性押圧してなる。A through hole 11 for inserting the support shaft bolt 10 is bored in the center of the suspension rod 8, and after the support shaft bolt 10 erected at the center of the spring connecting plate 12 is inserted therethrough, Both of the frame bases 4 and 4 are rotatably inserted into a through hole 14 formed at a central position of the cover plate 13 suspended on the sliding contact frame portions 4c and 4c, and fastened with a nut 15. . Further, the cover plate 13 is externally inserted on the support shaft bolt 10, and is mounted between the spring connecting plate 12 and the suspension rod 8 and a coil spring 16 and a suspension spring disposed at a symmetrical position to the support shaft bolt 10. The suspension connecting plate is externally inserted into a plurality of bolts and nuts 17 (the embodiment shows the case of two) in which the suspension rod 8 and the spring connecting plate 12 are axially slidably connected to each other, and the spring connecting plate 12 is attached. 12 and a suspension rod 8 mounted between the suspension rod 8 and the suspension coil 8 to provide a predetermined elastic force (the coil spring 16 and the auxiliary coil) on the slidable contact frame portions 4c and 4c. It is the sum of springs 18 and 18) and is elastically pressed.
【0013】 そして、上記カバー板13は、上面に固着した波板状の補強板20と該補強板 の上面に固着被設した被覆板21によって、被覆カバー22を構成すると共に、 ネオプレーンゴム等の弾性材によって構成した水返しシール部材23,23を、 上記枠基台4,4の側枠部4b,4bに固設し、該リップ部をカバー板13の摺 接面と密接してなる。The cover plate 13 constitutes a cover cover 22 by a corrugated plate-like reinforcing plate 20 fixed to the upper surface and a covering plate 21 fixedly provided on the upper surface of the reinforcing plate, and at the same time, is made of neoprene rubber or the like. The water return sealing members 23, 23 made of an elastic material are fixed to the side frame portions 4b, 4b of the frame bases 4, 4, and the lip portions are in close contact with the sliding surface of the cover plate 13.
【0014】 尚、符号24,24は、それぞれ上記ボルト5によって基枠1に固設した止水 樋取付ブラケットであり、ゴム等の弾性材によって構成した止水樋25の縁をそ れぞれ固着支承し、両基枠1,1間を防水構造にしてなる。Reference numerals 24 and 24 denote waterproof gutter mounting brackets fixed to the base frame 1 by the bolts 5, respectively, and have edges of the waterproof gutter 25 made of elastic material such as rubber. It is fixedly supported and has a waterproof structure between both base frames 1 and 1.
【0015】 上記構成になる伸縮継手は、懸吊杆8の中央部に構成した吊込み発条群19の 弾性力によって、支軸ボルト10を介してカバー板13を引っ張り弾性付勢し、 両枠基台4,4間に歪吸収用間隙Gを覆う被覆カバー22を懸吊設置するもので ある。そして、歪吸収用間隙Gの拡縮またはずれに対しては、懸吊杆8の両端に 突設した摺動突起9,9が枠基台4,4の摺動係止溝7,7に対して溝方向に摺 動し、懸吊杆8の傾倒角度が変わることによって吸収作用する。In the expansion joint having the above structure, the cover plate 13 is elastically urged by the elastic force of the suspending bar group 19 formed in the central portion of the suspension rod 8 via the support shaft bolt 10, and both frames are supported. A covering cover 22 that covers the strain absorbing gap G is suspended between the bases 4 and 4. When the strain absorbing gap G is expanded or contracted or displaced, the sliding protrusions 9 and 9 projecting from both ends of the suspension rod 8 with respect to the sliding engagement grooves 7 and 7 of the frame bases 4 and 4. And slides in the direction of the groove to change the tilting angle of the suspension rod 8 to absorb.
【0016】 このとき、本考案の構成によれば、吊込み発条群19を構成するコイルスプリ ング16と補助コイルスプリング18,18の弾性力によって、カバー板13を 含む被覆カバー22を懸吊するようになり、全スプリングの弾性力の総和によっ て支持力を得る構造になるため、歪吸収用間隙Gの幅が大きくなり、被覆カバー 22自体の荷重、または該被覆カバー22が受ける風圧によって生じる支承力の 増大に対して、懸吊杆8に対する支持力を拡散して応力の拡散を図ることができ る。従って、該懸吊杆8の中央部がスプリングの過超弾性力によって変形すると いった不具合を解消することができる。At this time, according to the structure of the present invention, the elastic force of the coil spring 16 and the auxiliary coil springs 18 and 18 forming the hanging bar group 19 suspends the covering cover 22 including the cover plate 13. Since the structure is such that the supporting force is obtained by the sum of the elastic forces of all springs, the width of the strain absorbing gap G becomes large, and is caused by the load of the cover 22 itself or the wind pressure received by the cover 22. As the bearing force increases, the supporting force for the suspension rod 8 can be diffused to diffuse the stress. Therefore, it is possible to solve the problem that the central portion of the suspension rod 8 is deformed by the super-elastic force of the spring.
【0017】 尚、前記実施例の説明では、補助コイルスプリングが2個のものを示したが、 中央の支軸ボルトを対称軸とし、必要に応じてその数を適宜増大することにより 、更に大きい荷重の被覆カバーをもった伸縮継手を構成することができるもので ある。In the above description of the embodiment, the number of auxiliary coil springs is two, but the central support shaft bolt is used as the axis of symmetry, and the number of auxiliary coil springs is increased as necessary to make it larger. It is possible to construct an expansion joint with a load cover.
【0018】[0018]
以上述べたように本考案に係る伸縮継手は、間隙を拡縮自在に連繋する懸吊杆 に対して、枠基台に掛架したカバー板をコイルスプリングによって回動自在且つ 弾性力によって吊込み固設する構造において、該吊込み部の構造を懸吊杆の方向 に配列した複数のコイルスプリングからなる吊込み発条群によって構成し、発条 による懸吊杆に掛かる応力を分散させたことにより、該懸吊杆の中央部がスプリ ングの過超弾性力によって変形するといった不具合を解消することができ、被覆 カバー自体の荷重、または該被覆カバーが受ける風圧によって生じる支承力の増 大に対しても充分に対応する支持力得ることができるため、歪吸収用間隙が大き い建造物に採用することができる。また、本考案の構成によれば、補助コイルス プリングを増加して支持力を増大しても、現場施工時には中央の支軸ボルトを締 結するだけで済むため、現場での作業工程が増大することがなく、従来のものと 比較して作業性が劣るものではない等の特徴を有するものであり、本考案実施後 の実用的効果は極めて大きい。 As described above, in the expansion joint according to the present invention, the cover plate hung on the frame base can be rotated by the coil spring and suspended by the elastic force with respect to the suspension rod that connects the gap so as to expand and contract. In the structure to be installed, the structure of the suspending portion is composed of a group of suspending rods composed of a plurality of coil springs arranged in the direction of the suspending rod, and the stress applied to the suspending rod by the springs is dispersed, It is possible to solve the problem that the central part of the suspension rod is deformed by the excessive elastic force of the spring, and it is possible to increase the bearing force caused by the load of the cover itself or the wind pressure received by the cover. Since it is possible to obtain a sufficient supporting force, it can be applied to a building with a large strain absorbing gap. Further, according to the configuration of the present invention, even if the auxiliary coil springs are increased to increase the supporting force, it is only necessary to tighten the central support shaft bolt at the time of construction on site, which increases the work process on site. In addition, it has features such as workability not inferior to the conventional one, and the practical effect after the implementation of the present invention is extremely large.
【図1】本考案に係る伸縮継手の一実施例を示す縦断面
図である。FIG. 1 is a vertical sectional view showing an embodiment of an expansion joint according to the present invention.
【図2】同伸縮継手の被覆カバーを除去した略平面図で
ある。FIG. 2 is a schematic plan view of the expansion joint with a covering cover removed.
【図3】同伸縮継手の要部斜視図である。FIG. 3 is a perspective view of a main part of the expansion joint.
【図4】従来の伸縮継手を示す縦断面図である。FIG. 4 is a vertical sectional view showing a conventional expansion joint.
a 屋根パラペット 1 基枠 4 枠基台 6 係止縁 7 摺動係止溝 9 摺動突起 8 懸吊杆 10 支軸ボルト 12 スプリング連繋板 13 カバー板 15 ナット 16 コイルスプリング 17 ボルト・ナット 18 補助コイルスプリング 19 吊込み発条群 22 被覆カバー 23 水返しシール部材 a Roof parapet 1 Base frame 4 Frame base 6 Locking edge 7 Sliding lock groove 9 Sliding protrusion 8 Suspension rod 10 Spindle bolt 12 Spring connecting plate 13 Cover plate 15 Nut 16 Coil spring 17 Bolt nut 18 Auxiliary Coil spring 19 Hanging bar group 22 Covering cover 23 Water repelling seal member
Claims (1)
設する伸縮継手において、 間隙を挟んで対置した両躯体の縁部に略平行に固設する
と共に、対向側に位置して長手方向に延びる摺動係止溝
を構成した一対の枠基台と、 前記両枠基台の摺動係止溝に、両端にそれぞれ突設した
摺動突起を摺動自在に遊嵌し、間隙の延びる方向に対し
て傾斜するように配設した複数の懸吊杆と、 前記両枠基台に掛架して間隙を覆い、懸吊杆の中央部と
軸部材を介して回動自在に連結すると共に、該軸と懸吊
杆間に弾装して軸部材を介して前記カバー板を両枠基台
に圧接する主吊込み手段と、 前記主吊込み手段の軸部材を対称として該軸部材との連
繋部材と懸吊杆間に弾装してなる複数の補助吊込み手
段、 とから構成したことを特徴とする伸縮継手。1. An expansion joint to be installed in a strain absorbing gap appearing on the surface of a building, which is fixed substantially parallel to the edges of the two skeletons facing each other across the gap and is located on the opposite side. A pair of frame bases forming a slide locking groove extending in the longitudinal direction, and sliding projections provided at both ends are slidably loosely fitted in the slide locking grooves of both frame bases, A plurality of suspension rods arranged so as to be inclined with respect to the direction in which the gap extends, and the suspension rods are hung from the frame bases to cover the gaps and are rotatable via the central portion of the suspension rods and a shaft member. And a main suspending means which is mounted between the shaft and the suspension rod and presses the cover plates to both frame bases through the shaft member, and the shaft member of the main suspending means is symmetrical. An expansion joint, comprising: a connecting member with the shaft member; and a plurality of auxiliary suspending means mounted elastically between suspension rods.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5380292U JPH068507U (en) | 1992-07-08 | 1992-07-08 | Expansion joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5380292U JPH068507U (en) | 1992-07-08 | 1992-07-08 | Expansion joints |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH068507U true JPH068507U (en) | 1994-02-04 |
Family
ID=12952952
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5380292U Pending JPH068507U (en) | 1992-07-08 | 1992-07-08 | Expansion joints |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH068507U (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0366854A (en) * | 1989-08-04 | 1991-03-22 | Toshiichi Daimatsu | Expansion joint for roof |
-
1992
- 1992-07-08 JP JP5380292U patent/JPH068507U/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0366854A (en) * | 1989-08-04 | 1991-03-22 | Toshiichi Daimatsu | Expansion joint for roof |
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