JPH1162151A - Mounting structure of connecting structure - Google Patents

Mounting structure of connecting structure

Info

Publication number
JPH1162151A
JPH1162151A JP9230508A JP23050897A JPH1162151A JP H1162151 A JPH1162151 A JP H1162151A JP 9230508 A JP9230508 A JP 9230508A JP 23050897 A JP23050897 A JP 23050897A JP H1162151 A JPH1162151 A JP H1162151A
Authority
JP
Japan
Prior art keywords
structures
connecting structure
mounting
communication
horizontal direction
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
JP9230508A
Other languages
Japanese (ja)
Inventor
Yasuo Tsukada
康夫 塚田
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP9230508A priority Critical patent/JPH1162151A/en
Publication of JPH1162151A publication Critical patent/JPH1162151A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To miniaturize the mounting structure of a connecting structure by smoothly following up even relative displacement generated between both structures while bearing the load of the connecting structure bridged between the structures relatively displaced in the horizontal direction by both structures. SOLUTION: The mounting structure of the connecting structure is bridged between structures relatively displaced in the horizontal direction when it receives vibrations. One end section 3a of the connecting structure 3 is installed rotatably to one structure by a pivot shaft 4, and the other end section 3b of the connecting structure 3 is mounted slidably to the other structure through a plain bearing in the circumferential direction centering around the pivot shaft 4 and in the contacting and detaching direction to the other structure at that time.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、免震構造物におい
て免震階を挟んだ上下階間等に架設される階段等の連絡
構築物の取付構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mounting structure of a connecting structure such as a staircase installed between upper and lower floors of a base-isolated structure in a base-isolated structure.

【0002】[0002]

【従来の技術】免震装置を介装した免震構造物の当該免
震装置を跨ぐ上下部躯体間や、免震構造物と免震化され
ていない構造物との間、あるいは構造的に独立した2つ
の構造物間においては、地震が発生した際に、その地震
力によって相対的に異なった変位動が発生する。このた
め、これらの構造物間にわたって階段、通路等の連絡構
築物を架設する場合には、連絡構築物が上記構造物間の
相対変位に追従するような構成を採用する必要がある。
そこで、従来この種の連絡構築物を架設する場合には、
当該連絡構築物の一端部を一方の構造物に固定し、他端
部を他方の構造物とを連結させずに隙間を形成した状態
で配設しておく取付構造が採られている。
2. Description of the Related Art A seismic isolation structure with a seismic isolation device interposed between the upper and lower skeletons straddling the seismic isolation device, between a seismic isolation structure and a non-seismically isolated structure, or structurally. When an earthquake occurs between two independent structures, relatively different displacement motions occur due to the seismic force. For this reason, when a connecting structure such as a staircase or a passage is erected between these structures, it is necessary to adopt a configuration in which the connecting structure follows the relative displacement between the structures.
Therefore, when erection of this kind of communication structure conventionally,
An attachment structure is employed in which one end of the connecting structure is fixed to one structure, and the other end is disposed with a gap formed without being connected to the other structure.

【0003】このような従来の連絡構築物の取付構造に
よれば、地震が発生した際に、免震装置を跨ぐ上下部躯
体や互いに独立した構造物間において、上記連絡構築物
が一方の構造物と一体に挙動するとともに、他端部が他
方の構造物に対して、これと干渉することなく相対変位
することにより、両者間に発生する水平方向の相対変位
に追従することができる。
According to such a conventional connection structure mounting structure, when an earthquake occurs, the connection structure is connected to one of the structures between the upper and lower frames and the structures independent from each other over the seismic isolation device. By acting integrally, the other end is relatively displaced with respect to the other structure without interfering with the other structure, so that it is possible to follow a horizontal relative displacement generated between the two structures.

【0004】[0004]

【発明が解決しようとする課題】ところが、上記従来の
連絡構築物の取付構造にあっては、連絡構築物を一方の
構造物に固定した跳ね出し構造であるために、連絡構築
物が片持ち状態になり、よって強度上その構造部材の剛
性を大きくしなければならない。このため、連絡構築物
の全体が大型になってしまうという問題点があり、さら
には撓み変形を嫌う機械部品を多く使用するエスカレー
タ等には適用することができないという問題点があっ
た。しかも、上記連絡構築物の荷重を一方の構造部での
み支承することになるため、連絡構築物の自重が大きく
なることとあいまって、上記一方の構造物における連絡
構築物の取付部分の強度を大幅に高める必要があり、こ
の結果、設計上構造部材の重量が増大してコストの高騰
化を招いたり、あるいは周囲の構造部材や装備部材との
取合いに不都合が生じるという問題点があった。
However, in the above-mentioned conventional mounting structure for a communication structure, the connection structure is in a cantilevered state because the connection structure is a projecting structure in which the connection structure is fixed to one of the structures. Therefore, the rigidity of the structural member must be increased in terms of strength. For this reason, there is a problem that the entire communication structure becomes large, and further, there is a problem that it cannot be applied to an escalator or the like that uses many mechanical parts that dislike bending deformation. Moreover, since the load of the connecting structure is supported only by one of the structural parts, the self-weight of the connecting structure is increased, and the strength of the mounting portion of the connecting structure in the one of the structures is greatly increased. As a result, there is a problem in that the weight of the structural member is increased due to the design, resulting in an increase in cost, or inconvenience in connection with surrounding structural members and equipment members.

【0005】本発明は、このような従来の連絡構築物の
取付構造が有する課題を有効に解決すべくなされたもの
で、両構造物間に生じる相対変位にも円滑に追従するこ
とができるとともに、水平方向に相対変位する構造物間
に架設される連絡構築物の荷重を両構造物によって支承
することができ、よってその小型化を図ることができ
る、連絡構築物の取付構造を提供することを目的とする
ものである。
SUMMARY OF THE INVENTION The present invention has been made to effectively solve the problems of such a conventional connecting structure mounting structure, and can smoothly follow a relative displacement generated between the two structures. An object of the present invention is to provide a mounting structure for a communication structure, in which a load of a communication structure installed between structures that are relatively displaced in the horizontal direction can be supported by the two structures, and thus can be reduced in size. Is what you do.

【0006】[0006]

【課題を解決するための手段】請求項1に記載の本発明
に係る連絡構築物の取付構造は、振動を受けた際に、水
平方向に相対変位する構造物間に架設される連絡構築物
の取付構造であって、一方の構造物に連絡構築物の一端
部を枢軸によって回動自在に設け、かつ他方の構造物に
連絡構築物の他端部を上記枢軸を中心とした円周方向お
よび当該他方の構造物に対して接離する方向に滑り支承
を介して摺動自在に設けてなることを特徴とするもので
ある。ここで、請求項2に記載の発明は、上記連絡構築
物が、水平方向に相対変位可能な構造物間に架設された
階段、エスカレータまたは通路であることを特徴とする
ものである。
According to the first aspect of the present invention, there is provided a connecting structure mounting structure for a communication structure which is installed between structures which are relatively displaced in a horizontal direction when subjected to vibration. One end of a connecting structure is rotatably provided on one structure by a pivot, and the other end of the connecting structure is provided on the other structure in a circumferential direction around the pivot and the other end of the connecting structure. It is characterized by being provided slidably via a sliding bearing in the direction of coming and going with respect to the structure. Here, the invention according to claim 2 is characterized in that the connecting structure is a stair, an escalator or a passage erected between structures that can be relatively displaced in the horizontal direction.

【0007】請求項1または2に記載の連絡構築物の取
付構造においては、地震が発生して連絡構築物が架設さ
れている構造物間に水平方向の相対変位が生じた場合
に、上記連絡構築物が枢軸によって取付けられた一方の
構造物と一体的に挙動する。そして、水平方向にこれと
異なる挙動をする他の構造物に対しては、連絡構築物の
他端部が滑り支承を介して上記枢軸まわりに回動すると
ともに、当該他の構造物に対して接離する方向に摺動す
ることによって、水平面内のX−Y両方向に相対変位し
てこれに追従する。
In the mounting structure for a communication structure according to the first or second aspect, when an earthquake causes a relative displacement in the horizontal direction between the structures on which the communication structure is erected, the communication structure is mounted. It behaves integrally with one of the structures mounted by the pivot. Then, for another structure that behaves differently from this in the horizontal direction, the other end of the connecting structure rotates around the pivot via a sliding bearing and contacts the other structure. By sliding in the separating direction, it is relatively displaced in both the X and Y directions in the horizontal plane and follows the displacement.

【0008】このようにして、本取付構造によれば、地
震等に大きな振動を受けた際においても、上記連絡構築
物が両構造物間に生じる水平方向の相対変位に円滑に追
従することができる。しかも、上記連絡構築物の荷重を
両構造物によって支承しているために、従来のものより
もその構造部材の小型軽量化を図ることができるととも
に、上記両構造物間にエスカレータ等の電気機械部品を
内蔵する連絡構築物を架設することも可能になる。加え
て、これら構造物における取付部分の強度を高めるとい
った必要もなく、よって経済性にも優れる。
As described above, according to this mounting structure, even when a large vibration is received due to an earthquake or the like, the connecting structure can smoothly follow the horizontal relative displacement generated between the two structures. . Moreover, since the load of the connecting structure is supported by the two structures, the size and weight of the structural members can be reduced as compared with the conventional structure, and an electromechanical component such as an escalator is provided between the two structures. It is also possible to build a communication structure that incorporates In addition, there is no need to increase the strength of the mounting portion in these structures, and therefore, the economy is excellent.

【0009】[0009]

【発明の実施の形態】図1および図2は、本発明に係る
連絡構築物の取付構造を、振動を受けた際に、水平方向
に相対変位する構造物1、2間に架設される階段3の取
付構造に適用した第1の実施形態を示すものである。こ
こで、一方の構造物1は、例えば免震構造物において免
震装置を跨ぐ上部躯体や、構造的に独立した2つの構造
物の一方であり、他方の構造物2は、例えば上記免震装
置下方の下部躯体や、独立した2つの構造物の他方であ
る。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS FIGS. 1 and 2 show a connecting structure for a connecting structure according to the present invention, in which a staircase 3 is installed between structures 1 and 2 which are relatively displaced in a horizontal direction when subjected to vibration. 1 shows a first embodiment applied to the mounting structure of FIG. Here, one of the structures 1 is, for example, one of an upper frame that straddles a seismic isolation device in a seismic isolation structure or two structurally independent structures, and the other structure 2 is, for example, the seismic isolation device. The lower frame below the device or the other of the two independent structures.

【0010】そして、上記階段(連絡構築物)3は、そ
の上部踊り場(一端部)3aが一方の構造物1に枢軸4
によって回動自在に取付けられている。また、この階段
3の下部踊り場(他端部)3bは、滑り支承を介して、
他方の構造物2に形成された凹状の取付部5に、図1に
示すように上記枢軸4を中心とした円周方向に摺動自在
に設けられている。さらに、図2に示すように、上記取
付部5の立上がり部5aと階段3の下端部との間には、
想定される地震における最大相対変位量に相当するクリ
アランス6が形成されており、これにより階段3の下部
踊り場3bは、他方の構造物2に対して接離する方向に
も摺動自在に設けている。なお、上記滑り支承として
は、取付部5および下部踊り場3a下面の一方にステン
レス等からなる金属板を固定し、他方にこれと当接する
テフロン等の滑動部材を固定したものや、ローラを介装
したものなどが適用可能である。
The stairs (connecting structure) 3 has an upper landing (one end) 3 a having a pivot 4 on one of the structures 1.
It is attached so that it can rotate freely. In addition, the lower landing (the other end) 3b of the stairs 3 is formed by sliding bearings.
As shown in FIG. 1, a concave mounting portion 5 formed on the other structure 2 is provided so as to be slidable in a circumferential direction around the pivot 4. Further, as shown in FIG. 2, between the rising portion 5a of the mounting portion 5 and the lower end of the stairs 3,
A clearance 6 corresponding to the maximum relative displacement amount in an assumed earthquake is formed, whereby the lower landing 3b of the staircase 3 is provided so as to be slidable in the direction of coming and going with respect to the other structure 2. I have. As the sliding bearing, a metal plate made of stainless steel or the like is fixed to one of the mounting portion 5 and the lower surface of the lower landing 3a, and a sliding member such as Teflon is fixed to the other, or a roller is interposed. What was done is applicable.

【0011】図3および図4は、本発明を第1の実施形
態と同様の構造物間に架設されたエスカレータ10の取
付構造に適用した第2の実施形態を示すものである。こ
の実施形態においては、エスカレータ(連絡構築物)1
0の上部昇降部(一端部)10aが一方の構造物1に枢
軸11によって回動自在に取付けられており、かつ下部
昇降部(他端部)10bが、滑り支承を介して、他方の
構造物2に形成された凹状の取付部5に、図3に示すよ
うに上記枢軸10を中心とした円周方向に摺動自在に設
けられている。そしてさらに、図4に示すように、上記
下部昇降部10bは、上記取付部5の立上がり部5aと
の間に形成されたクリアランス6によって、他方の構造
物2に対して接離する方向にも摺動自在に設けている。
FIGS. 3 and 4 show a second embodiment in which the present invention is applied to a mounting structure of an escalator 10 installed between structures similar to the first embodiment. In this embodiment, the escalator (communication structure) 1
An upper elevating part (one end) 10a is rotatably attached to one structure 1 by a pivot 11, and a lower elevating part (the other end) 10b is connected to the other structure via a sliding bearing. As shown in FIG. 3, a concave mounting portion 5 formed on the object 2 is provided so as to be slidable in the circumferential direction around the pivot 10. Further, as shown in FIG. 4, the lower elevating portion 10 b is also moved in a direction in which the lower elevating portion 10 b comes into contact with or separates from the other structure 2 by a clearance 6 formed between the rising portion 5 a of the mounting portion 5. It is slidably provided.

【0012】図5および図6は、本発明に係る連絡構築
物の取付構造を、振動を受けた際に、水平方向に相対変
位する構造物1、2間に水平に架設される通路15の取
付構造に適用した第3の実施形態を示すものである。こ
の場合の一方の構造物1は、例えば免震装置が介装され
た免震構造物あるいは構造的に独立した2つの構造物の
一方であり、他方の構造物2は、免震装置が介装されて
いない構造物または、独立した2つの構造物の他方であ
る。そして、本実施形態においても、通路(連絡構築
物)15の一端部15aが一方の構造物1に枢軸16に
よって回動自在に取付けられ、かつ他端部15bが、滑
り支承を介して、他方の構造物2に形成された凹状の取
付部5に上記枢軸16を中心とした円周方向に摺動自在
に設けられている。そして、上記他端部15bも、上記
取付部5の立上がり部5aとの間に形成されたクリアラ
ンス6によって、他方の構造物2に対して接離する方向
にも摺動自在に設けている。
FIGS. 5 and 6 show a connecting structure for a connecting structure according to the present invention, in which a passage 15 is installed horizontally between structures 1 and 2 which are relatively displaced in a horizontal direction when subjected to vibration. 13 shows a third embodiment applied to a structure. In this case, one of the structures 1 is, for example, one of a seismic isolation structure provided with a seismic isolation device or two structurally independent structures, and the other structure 2 is provided with a seismic isolation device. An unmounted structure or the other of two independent structures. Also in this embodiment, one end 15a of the passage (communication structure) 15 is rotatably attached to one structure 1 by the pivot 16 and the other end 15b is connected to the other structure 1 via a sliding bearing. The concave mounting portion 5 formed on the structure 2 is provided slidably in the circumferential direction around the pivot 16. The other end portion 15b is also slidably provided in a direction in which the other end portion 15b comes into contact with and separates from the other structure 2 by a clearance 6 formed between the mounting portion 5 and the rising portion 5a.

【0013】以上の構成からなる連絡構築物3、10、
15の取付構造においては、地震が発生して連絡構築物
3、10、15が架設されている構造物1、2間に水平
方向の相対変位が生じた場合に、上記連絡構築物3、1
0、15が枢軸4、11、16によって取付けられた一
方の構造物1と一体的に挙動する。そして、水平方向に
これと異なる挙動をする他の構造物2に対しては、図
1、3、5に点線で示すように、連絡構築物3、10、
15の他端部3a、10a、15aが滑り支承を介して
上記枢軸4、11、16まわりに回動するとともに、図
2、4、6に示すように、他の構造物2と接離する方向
に摺動することによって、水平面内のX−Y両方向に相
対変位してこれに追従する。
The communication structures 3, 10,
In the mounting structure 15, when an earthquake causes a relative displacement in the horizontal direction between the structures 1 and 2 on which the connecting structures 3, 10 and 15 are erected, the connecting structures 3 and 1 are used.
0,15 behave integrally with one of the structures 1 mounted by the pivots 4,11,16. Then, for other structures 2 that behave differently in the horizontal direction, as shown by dotted lines in FIGS.
The other end portions 3a, 10a, and 15a of the rotary member 15 rotate around the pivots 4, 11, and 16 via sliding bearings, and come into contact with and separate from other structures 2 as shown in FIGS. By sliding in the direction, it is relatively displaced in both the X and Y directions in the horizontal plane and follows the displacement.

【0014】したがって、上記取付構造によれば、いず
れも大地震等に大きな振動を受けた際においても、連絡
構築物3、10、15が両構造物1、2間に生じる水平
方向の相対変位に円滑に追従することができる。また、
構造上、連絡構築物3、10、15の荷重を両構造物
1、2によって支承することができるために、従来のも
のよりもこれら連絡構築物3、10、15を構成する構
造部材の小型軽量化を図ることができ、さらに構造物
1、2における連絡構築物3、10、15の取付部分の
強度を高めるといった必要もない。この結果、両構造物
1、2間に上述したエスカレータ10のような電気機械
部品を内蔵する連絡構築物も架設することが可能にな
る。
Therefore, according to the above-described mounting structure, even when all of the structures are subjected to a large vibration due to a large earthquake or the like, the connecting structures 3, 10, and 15 are not affected by the relative displacement in the horizontal direction generated between the structures 1 and 2. It can follow smoothly. Also,
Since the loads of the connecting structures 3, 10, 15 can be supported by the two structures 1, 2 in terms of structure, the structural members constituting the connecting structures 3, 10, 15 can be made smaller and lighter than the conventional structure. And it is not necessary to increase the strength of the mounting portions of the connecting structures 3, 10, 15 in the structures 1, 2. As a result, it is also possible to build a connecting structure including an electromechanical component such as the escalator 10 described above between the two structures 1 and 2.

【0015】なお、上記実施の形態においては、いずれ
も連絡構築物3、10、15の上端部側3a、10a、
15aを枢軸4によって回動自在に設けた場合について
のみ説明したが、これに限定されるものではなく、下端
部側(一端部)3b、10b、15bを枢軸によって回
動自在に設け、かつ上端部側(他端部)3a、10a、
15aを、上記枢軸を中心とした円周方向および当該構
造物に対して接離する方向に滑り支承を介して摺動自在
に設けるようにしてもよい。
In the above-mentioned embodiment, the upper ends 3a, 10a,
Although the description has been given only of the case where the rotary shaft 15a is rotatably provided by the pivot 4, the present invention is not limited to this. The lower end portions (one end portions) 3b, 10b, and 15b are rotatably provided by the rotary shaft, and Part side (the other end) 3a, 10a,
15a may be slidably provided via a sliding bearing in a circumferential direction around the pivot and in a direction approaching / separating from the structure.

【0016】[0016]

【発明の効果】以上説明したように、請求項1または2
に記載の連絡構築物の取付構造によれば、地震時等に互
いに水平方向に相対変位する一方の構造物に連絡構築物
の一端部を枢軸によって回動自在に設け、かつ他方の構
造物に連絡構築物の他端部を上記枢軸を中心とした円周
方向および当該他方の構造物に対する接離方向に滑り支
承を介して摺動自在に設けているので、大きな地震が発
生した際に、上記連絡構築物の他端部が枢軸まわりに回
動するとともに、他の構造物と接離する方向に摺動する
ことによって、水平面内のX−Y両方向に相対変位して
円滑に追従することができる。また、構造上連絡構築物
の荷重を両構造物によって支承しているために、その構
造部材の小型軽量化を図ることができるとともに、上記
両構造物間にエスカレータ等の電気機械部品を内蔵する
連絡構築物を架設することも可能になり、加えてこれら
構造物における取付部分の強度を高めるといった必要も
ないために経済性に優れるといった効果が得られる。
As described above, claim 1 or claim 2
According to the mounting structure of the communication structure described in (1), one end of the communication structure is rotatably provided by a pivot on one of the structures that are relatively displaced in the horizontal direction at the time of an earthquake or the like, and the communication structure is mounted on the other structure. The other end of the connecting structure is slidably provided via a sliding bearing in a circumferential direction about the pivot axis and in a direction of approaching and separating from the other structure, so that when a large earthquake occurs, the connecting structure Is rotated about a pivot and slides in a direction of coming and going with other structures, so that it can be relatively displaced in both X and Y directions in a horizontal plane to smoothly follow. In addition, since the load of the connecting structure is structurally supported by both structures, it is possible to reduce the size and weight of the structural members, and to connect the electromechanical parts such as escalators between the two structures. It is also possible to construct a structure, and in addition, there is no need to increase the strength of a mounting portion in these structures, so that an effect of being excellent in economy is obtained.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の第1の実施形態を示す平面図である。FIG. 1 is a plan view showing a first embodiment of the present invention.

【図2】図1の側面図である。FIG. 2 is a side view of FIG.

【図3】本発明の第2の実施形態を示す平面図である。FIG. 3 is a plan view showing a second embodiment of the present invention.

【図4】図3の側面図である。FIG. 4 is a side view of FIG. 3;

【図5】本発明の第3の実施形態を示す平面図である。FIG. 5 is a plan view showing a third embodiment of the present invention.

【図6】図5の側面図である。FIG. 6 is a side view of FIG. 5;

【符号の説明】 1 一方の構造物 2 他方の構造物 3 階段(連絡構築物) 3a 上部踊り場(一端部) 3b 下部踊り場(他端部) 4、11、16 枢軸 10 エスカレータ(連絡構築物) 10a 上部昇降部(一端部) 10b 下部昇降部(他端部) 15 通路(連絡構築物) 15a 一端部 15b 他端部[Description of Signs] 1 One structure 2 The other structure 3 Stairs (communication structure) 3a Upper landing (one end) 3b Lower landing (other end) 4, 11, 16 Axis 10 Escalator (communication structure) 10a Upper Elevating part (one end) 10b Lower elevating part (other end) 15 Passage (communication structure) 15a One end 15b Other end

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 振動を受けた際に、水平方向に相対変位
する構造物間に架設される連絡構築物の取付構造であっ
て、一方の上記構造物に上記連絡構築物の一端部を枢軸
によって回動自在に設け、かつ他方の上記構造物に上記
連絡構築物の他端部を上記枢軸を中心とした円周方向お
よび当該他方の構造物に対して接離する方向に滑り支承
を介して摺動自在に設けてなることを特徴とする連絡構
築物の取付構造。
1. A structure for mounting a communication structure, which is installed between structures that are relatively displaced in a horizontal direction when subjected to vibration, wherein one end of the communication structure is turned around one of the structures by a pivot. The other end of the connecting structure is slidably mounted on the other structure by sliding the other end of the connecting structure in a circumferential direction about the pivot axis and in a direction of moving toward and away from the other structure. An attachment structure for a communication structure, which is provided freely.
【請求項2】 上記連絡構築物は、水平方向に相対変位
可能な構造物間に架設された階段、エスカレータまたは
通路であることを特徴とする請求項1に記載の連絡構築
物の取付構造。
2. The mounting structure for a communication structure according to claim 1, wherein the communication structure is a stair, an escalator, or a passage erected between structures that are relatively displaceable in a horizontal direction.
JP9230508A 1997-08-13 1997-08-13 Mounting structure of connecting structure Pending JPH1162151A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9230508A JPH1162151A (en) 1997-08-13 1997-08-13 Mounting structure of connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9230508A JPH1162151A (en) 1997-08-13 1997-08-13 Mounting structure of connecting structure

Publications (1)

Publication Number Publication Date
JPH1162151A true JPH1162151A (en) 1999-03-05

Family

ID=16908865

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9230508A Pending JPH1162151A (en) 1997-08-13 1997-08-13 Mounting structure of connecting structure

Country Status (1)

Country Link
JP (1) JPH1162151A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104164952A (en) * 2014-07-23 2014-11-26 南京长江都市建筑设计股份有限公司 Hinge joint connecting structure of novel prefabricated shear stairway
CN104179307A (en) * 2014-07-28 2014-12-03 南京长江都市建筑设计股份有限公司 Novel simply-supported prefabricated scissor staircase
CN104179305A (en) * 2014-07-28 2014-12-03 南京长江都市建筑设计股份有限公司 Prefabricated double-flight staircase
CN104692222A (en) * 2013-12-06 2015-06-10 株式会社日立制作所 Passenger conveying device
CN110700503A (en) * 2019-10-17 2020-01-17 绍兴文理学院 Energy-consumption rotary type connection method for stair node connection
CN110735504A (en) * 2019-10-17 2020-01-31 中厦建设集团有限公司 rotatable energy-dissipating and shock-absorbing stair node connecting device
CN112135788A (en) * 2018-05-23 2020-12-25 三菱电机株式会社 Passenger conveyor

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104692222A (en) * 2013-12-06 2015-06-10 株式会社日立制作所 Passenger conveying device
CN104164952A (en) * 2014-07-23 2014-11-26 南京长江都市建筑设计股份有限公司 Hinge joint connecting structure of novel prefabricated shear stairway
CN104179307A (en) * 2014-07-28 2014-12-03 南京长江都市建筑设计股份有限公司 Novel simply-supported prefabricated scissor staircase
CN104179305A (en) * 2014-07-28 2014-12-03 南京长江都市建筑设计股份有限公司 Prefabricated double-flight staircase
CN112135788A (en) * 2018-05-23 2020-12-25 三菱电机株式会社 Passenger conveyor
CN112135788B (en) * 2018-05-23 2022-06-03 三菱电机株式会社 Passenger conveyor
CN110700503A (en) * 2019-10-17 2020-01-17 绍兴文理学院 Energy-consumption rotary type connection method for stair node connection
CN110735504A (en) * 2019-10-17 2020-01-31 中厦建设集团有限公司 rotatable energy-dissipating and shock-absorbing stair node connecting device
CN110735504B (en) * 2019-10-17 2021-05-18 中厦建设集团有限公司 Rotary stair node connecting device capable of dissipating energy and damping shock

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