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JPH0814087B2 - Connecting passage - Google Patents
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JPH0814087B2 - Connecting passage - Google Patents

Connecting passage

Info

Publication number
JPH0814087B2
JPH0814087B2 JP9214991A JP9214991A JPH0814087B2 JP H0814087 B2 JPH0814087 B2 JP H0814087B2 JP 9214991 A JP9214991 A JP 9214991A JP 9214991 A JP9214991 A JP 9214991A JP H0814087 B2 JPH0814087 B2 JP H0814087B2
Authority
JP
Japan
Prior art keywords
floor
passage
divided
walking
communication passage
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.)
Expired - Fee Related
Application number
JP9214991A
Other languages
Japanese (ja)
Other versions
JPH04323405A (en
Inventor
仲男 飯田
雅也 香山
春幸 北村
隆久 加藤
隆史 藤田
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.)
Nikken Sekkei Ltd
Nippon Steel Corp
Original Assignee
Nikken Sekkei Ltd
Sumitomo Metal Industries 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 Nikken Sekkei Ltd, Sumitomo Metal Industries Ltd filed Critical Nikken Sekkei Ltd
Priority to JP9214991A priority Critical patent/JPH0814087B2/en
Publication of JPH04323405A publication Critical patent/JPH04323405A/en
Publication of JPH0814087B2 publication Critical patent/JPH0814087B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は例えば高層建物間、ある
いは海洋構造物間等に設けられる連絡通路に関するもの
で、地震や風、波浪等による構造物間の大きな相対変位
にも対処できるようにしたものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connecting passage provided, for example, between high-rise buildings or between marine structures, so that a large relative displacement between structures due to an earthquake, wind, waves, etc. can be dealt with. It was done.

【0002】[0002]

【従来の技術】従来、低層の建物どうしを連結するため
に用いられている連絡通路は、建物間変位が小さいた
め、支承部において水平面内回転、水平方向移動機能を
持たせた程度である。また、連絡通路内の歩行床は連絡
通路の両端で建物側の歩行床と切り離し、その部分にエ
キスパンションジョイントを設ける等している。
2. Description of the Related Art Conventionally, a connecting passage used to connect low-rise buildings has a small displacement between buildings, and therefore the bearing has a horizontal rotation function and a horizontal movement function. In addition, the walk floor in the connecting passage is separated from the walk floor on the building side at both ends of the connecting passage, and expansion joints are provided at that portion.

【0003】[0003]

【発明が解決しようとする課題】ところで、高層建物に
おいては、高層部に連絡通路を設けることにより、高層
建物間の移動時間が大幅に短縮され、業務の効率化やエ
レベーターの混雑解消等が図れる。また、火災その他の
緊急時に一方の建物から他方の建物に避難できるといっ
た利点もある。
By the way, in a high-rise building, by providing a communication passage in the high-rise part, the traveling time between the high-rise buildings can be significantly shortened, and the work efficiency and the congestion of the elevator can be eliminated. . There is also an advantage that one building can be evacuated to the other in case of a fire or other emergency.

【0004】しかし、高層部の連絡通路では地震や風等
による高層建物間の相対変位が大きくなり、低層部の連
絡通路における検討条件である通路直角方向の水平方向
変位、通路方向の水平変位に加え、垂直方向変位や建物
間の相対的なねじれ、さらに、強風吹上による連絡通路
の浮上等も考慮する必要があり、従来の低層部の連絡通
路における水平面内回転機能および水平方向移動機能だ
けでは対処できない。
However, in the high-rise connecting passage, the relative displacement between the high-rise buildings due to an earthquake or wind becomes large, and the horizontal passage in the direction perpendicular to the passage and the horizontal displacement in the passage direction, which are the study conditions in the low-rise connecting passage, are considered. In addition, it is necessary to consider vertical displacement, relative twist between buildings, and floating of the communication passage due to strong wind blowing.Therefore, the conventional horizontal rotation function and horizontal movement function of the low-rise communication passage alone are not enough. I can't cope.

【0005】また、連絡通路の構造体内部に設置される
歩行床についても、変位が大きいため、安全な歩行を考
えた場合、従来の通路両端部のエキスパンションジョイ
ントのみで対処させることは困難である。
Further, the walking floor installed inside the structure of the communication passage also has a large displacement, so that it is difficult to deal with the conventional expansion joints at both ends of the passage only when considering safe walking. .

【0006】また、例えば海洋構造物間あるいは海洋構
造物と岸壁とを連絡する通路等の場合も、風や波浪によ
る影響を受けやすく、通路として大きな変位に対処でき
る構造が望まれる。
Further, for example, in the case of a passage connecting between offshore structures or between an offshore structure and a quay, a structure that is easily affected by wind and waves and can cope with a large displacement is desired.

【0007】本発明は上述のような問題点を解決するこ
とを目的としたものである。
The present invention aims to solve the above problems.

【0008】[0008]

【課題を解決するための手段】以下、本発明の概要を実
施例に対応する図面の符号を用いて説明する。
The outline of the present invention will be described below with reference to the reference numerals in the drawings corresponding to the embodiments.

【0009】本発明では連絡通路1を構成する構造体1
aと、構造体1a内部に設置される歩行床21とを構造
的に分離し、歩行床21を通路方向に分割して複数の分
割床部(22)を形成する。また各分割床部(22)を
構造体1aに対し水平方向摺動可能に支持する。
In the present invention, the structure 1 that constitutes the communication passage 1
a and the walking floor 21 installed inside the structure 1a are structurally separated, and the walking floor 21 is divided in the passage direction to form a plurality of divided floor portions (22). Further, each divided floor portion (22) is supported so as to be slidable in the horizontal direction with respect to the structure 1a.

【0010】歩行床21を構造体1aから構造的に分離
したことで、歩行床は構造物a,b間の相対変位に対
し、構造体1aと別個に変位することができ、また通路
方向に分割したことで、その変位を分散させ、分割位置
での個々の変位を小さくすることができる。
By structurally separating the walking floor 21 from the structure 1a, the walking floor can be displaced independently of the structure 1a with respect to the relative displacement between the structures a and b, and in the passage direction. The division makes it possible to disperse the displacements and reduce the individual displacements at the division positions.

【0011】分割床部(22)の支持機構としてはロー
ラー、キャスター、あるいはレール上を走行する車輪2
6等が考えられる。
A support mechanism for the divided floor portion (22) is a roller, a caster, or a wheel 2 traveling on a rail.
6 mag is considered.

【0012】また、歩行床21上の歩行に支障をきたさ
ないよう、分割床部(22)どうしをパンタグラフ23
等の伸縮装置で連結し、各分割床部(22)の変位を均
等に分配し、また隣り合う分割床部(22)どうしをエ
キスパンションジョイント24等で連結するのが望まし
い。
Further, the pantograph 23 is provided between the divided floor portions (22) so as not to hinder walking on the walking floor 21.
It is preferable that the split floors (22) are evenly distributed by connecting them with an expansion device, etc., and the adjacent split floors (22) are connected by an expansion joint 24 or the like.

【0013】[0013]

【実施例】次に図示した実施例について説明する。Embodiments Next, the illustrated embodiments will be described.

【0014】図1〜図3は本発明の連絡通路を図4に示
すような高層建物a,b間の通路に適用した場合の一実
施例を示したものである。
FIGS. 1 to 3 show an embodiment in which the communication passage of the present invention is applied to a passage between high-rise buildings a and b as shown in FIG.

【0015】連絡通路1の本体を構成する構造体1a
は、図2に示すように一端がピン支承2により高層建物
aに支持され、他端がローラー支承3により高層建物b
に支持されている。高層建物a,b間の相対変位に対し
て、構造体1aは実質的に剛な状態で変位し、支承部に
おいて相対変位に対処する構造とする。
Structure 1a constituting the main body of the communication passage 1
As shown in FIG. 2, one end is supported by the high-rise building a by the pin bearing 2 and the other end is supported by the high-rise building b by the roller bearing 3.
Supported by. With respect to the relative displacement between the high-rise buildings a and b, the structure 1a is displaced in a substantially rigid state, and the bearing portion is configured to handle the relative displacement.

【0016】高層部の連絡通路1においては高層建物
a,b間に大きな相対変位が生じることで、歩行床21
部分にも大きな変位が生じ、これに対処するため歩行床
21を構造体1aから構造的に分離するとともに、通路
方向に複数に分割し、分割床部を構成する床パネル22
を構造体1aに対し水平方向(通路方向)に摺動可能と
している。
In the high-rise connecting passage 1, a large relative displacement occurs between the high-rise buildings a and b, so that the walking floor 21
A large displacement also occurs in a part, and in order to cope with this, the walking floor 21 is structurally separated from the structure 1a and is divided into a plurality of parts in the passage direction to form a divided floor part.
Is slidable in the horizontal direction (passage direction) with respect to the structure 1a.

【0017】図3の例では構造体1aの床部にレール4
を敷設し、各床パネル22の下面に設けた車輪26がレ
ール4に沿って走行するようになっている。この他、摺
動機構としては床パネル22の下面にローラーあるいは
キャスターを設け、直接構造体1aの床部上を摺動させ
る構造等でもよい。
In the example of FIG. 3, the rail 4 is provided on the floor of the structure 1a.
And the wheels 26 provided on the lower surface of each floor panel 22 travel along the rails 4. In addition, as the sliding mechanism, a structure in which a roller or a caster is provided on the lower surface of the floor panel 22 so as to directly slide on the floor portion of the structure 1a may be used.

【0018】図1〜図3に示すように、床パネル22の
下面には伸縮装置としてのパンタグラフ23が設けられ
ており、各床パネル22を連結するとともに、パンタグ
ラフ23の両端を両側の建物a,bに連結している。
As shown in FIGS. 1 to 3, a pantograph 23 as a telescopic device is provided on the lower surface of the floor panel 22, and the floor panels 22 are connected to each other. , B.

【0019】上記構成により、地震や風等による建物
a,bの相対変位に対し、パンタグラフ23が伸縮し、
構造体1aの変位とは別個に建物a,b間の変位を床パ
ネル22間に均等に分散させることができる。
With the above structure, the pantograph 23 expands and contracts with respect to the relative displacement of the buildings a and b due to an earthquake or wind.
Separately from the displacement of the structure 1a, the displacement between the buildings a and b can be evenly distributed between the floor panels 22.

【0020】伸縮装置は高層建物a,b間の変位を各床
パネル22間に均等またはほぼ均等に分散させるもので
あればよく、必ずしもパンタグラフ形式のものに限定さ
れない。また、伸縮装置を設ける代わりに、各床パネル
22に駆動装置を設け、相対変位をセンサーで判断し、
駆動装置を電気的に制御して床パネル22を移動させる
形式等も考えられる。
The expansion / contraction device is not limited to the pantograph type as long as it can evenly or almost evenly disperse the displacement between the high-rise buildings a and b between the floor panels 22. Further, instead of providing a telescopic device, a drive device is provided on each floor panel 22, and relative displacement is determined by a sensor,
A type in which the floor panel 22 is moved by electrically controlling the drive device is also conceivable.

【0021】図5は他の実施例として床パネル22の下
面をローラー支持(図示せず)とした場合であり、歩行
床21を構成する各床パネル22の動きを安定させるた
め、側面にガイドローラー25を設けている。
FIG. 5 shows a case where the lower surface of the floor panel 22 is roller-supported (not shown) as another embodiment. In order to stabilize the movement of each floor panel 22 constituting the walking floor 21, a guide is provided on the side surface. A roller 25 is provided.

【0022】図1〜図3では図示していないが、床パネ
ル22間には例えば図5に示すような櫛上のアームから
なるエキスパンションジョイント24を設け、歩行床面
の段差をなくすことができる。なお、床パネル22間の
エキスパンションジョイントの構造は上記のものに限定
されず、従来、歩行床端部等に用いられている種々の形
式のものを適用することができる。
Although not shown in FIGS. 1 to 3, an expansion joint 24 composed of, for example, a comb-like arm as shown in FIG. 5 is provided between the floor panels 22 to eliminate steps on the walking floor. . In addition, the structure of the expansion joint between the floor panels 22 is not limited to the above, and various types conventionally used for the walking floor end or the like can be applied.

【0023】[0023]

【発明の効果】 従来、連絡通路の歩行床端部に集中
していた変位量を、歩行床部分の分割数に応じて分散さ
せることができる。
EFFECTS OF THE INVENTION The amount of displacement conventionally concentrated at the walking floor end portion of the communication passage can be dispersed according to the number of divisions of the walking floor portion.

【0024】 従って、高層建物間あるいは海洋構造
物間の連絡通路等、大きな変位が生ずる通路において
も、分割された歩行床の各部ににおける変位量を歩行に
支障がない程度の変位量に抑えることができる。
Therefore, even in a passage that causes a large displacement, such as a passage between high-rise buildings or between marine structures, the amount of displacement in each part of the divided walking floor is suppressed to a degree that does not hinder walking. You can

【0025】 高層部の連絡通路が形成されることに
より、高層建物間の移動時間が大幅に短縮され、業務の
効率化やエレベーターの混雑解消等が図れる。また、火
災その他の緊急時に一方の建物から他方の建物に避難で
きるといった利点がある。
By forming the communication passage of the high-rise part, the traveling time between the high-rise buildings can be significantly shortened, and the efficiency of the work and the congestion of the elevator can be eliminated. In addition, there is an advantage that one building can be evacuated to the other in case of a fire or other emergency.

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

【図1】本発明の一実施例における歩行床部分の斜視図
である。
FIG. 1 is a perspective view of a walking floor portion according to an embodiment of the present invention.

【図2】図1の実施例に対応する通路方向の断面図であ
る。
2 is a sectional view in the passage direction corresponding to the embodiment of FIG.

【図3】図1の実施例に対応する通路方向と直角な断面
図である。
FIG. 3 is a sectional view corresponding to the embodiment of FIG. 1 and perpendicular to the passage direction.

【図4】高層建物間通路としての適用例を示す立面図で
ある。
FIG. 4 is an elevation view showing an application example as a passage between high-rise buildings.

【図5】本発明の通路の他の実施例における歩行床部分
の平面図である。
FIG. 5 is a plan view of a walking floor portion in another embodiment of the passage according to the present invention.

【符号の説明】[Explanation of symbols]

a,b…高層建物、1…連絡通路、1a…構造体、2…
ピン支承、3…ローラー支承、21…歩行床、22…床
パネル、23…パンタグラフ、24…エキスパンション
ジョイント、25…ガイドローラー、26…車輪
a, b ... High-rise building, 1 ... Communication passage, 1a ... Structure, 2 ...
Pin support, 3 ... Roller support, 21 ... Walking floor, 22 ... Floor panel, 23 ... Pantograph, 24 ... Expansion joint, 25 ... Guide roller, 26 ... Wheel

フロントページの続き (72)発明者 香山 雅也 大阪府大阪市此花区島屋5丁目1番109号 住友金属工業株式会社製鋼所内 (72)発明者 北村 春幸 東京都文京区後楽一丁目4番27号 株式会 社日建設計内 (72)発明者 加藤 隆久 東京都文京区後楽一丁目4番27号 株式会 社日建設計内 (72)発明者 藤田 隆史 千葉県流山市中野久木575−28 (56)参考文献 実開 昭59−116410(JP,U) 実公 昭45−26469(JP,Y1) 実公 昭53−13216(JP,Y1)Front page continued (72) Inventor Masaya Kayama 5-109 Shimaya, Konohana-ku, Osaka City, Osaka Prefecture Sumitomo Metal Industries, Ltd. (72) Inventor Haruyuki Kitamura 4-27 Koraku, Bunkyo-ku, Tokyo Stocks Company Nikken Sekkei (72) Inventor Takahisa Kato 1-4-27 Koraku, Bunkyo-ku, Tokyo Stock company Nikken Sekkei (72) Inventor Takashi Fujita 575-28 Nakano Hisagi, Nagareyama, Chiba (56) References Actual Development Sho 59-116410 (JP, U) Actual Public 45-26469 (JP, Y1) Actual Public 53-13216 (JP, Y1)

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 構造物間を連結する通路を構成する構造
体と、前記構造体内部に設置される歩行床とを構造的に
分離し、前記歩行床を通路方向に分割して複数の分割床
部を形成するとともに、前記構造体に対し前記分割床部
を水平方向摺動可能に支持したことを特徴とする連絡通
路。
1. A structural body that constitutes a passage connecting between structures and a walking floor installed inside the structural body are structurally separated, and the walking floor is divided into a plurality of divisions in the passage direction. A communication passage, which forms a floor portion and supports the divided floor portion so as to be horizontally slidable with respect to the structure.
【請求項2】 前記分割床部は前記構造体の床部に対
し、ローラーまたはキャスターによって支持されている
請求項1記載の連絡通路。
2. The communication passage according to claim 1, wherein the divided floor portion is supported on the floor portion of the structure by rollers or casters.
【請求項3】 前記分割床部は前記構造体の床部上に敷
設したレールに沿って摺動する請求項1記載の連絡通
路。
3. The communication passage according to claim 1, wherein the divided floor portion slides along a rail laid on the floor portion of the structure.
【請求項4】 隣り合う分割床部どうしを伸縮装置とし
てのパンタグラフによって連結し、前記構造物間の相対
変位を各分割床部間に均等に分散させるよう構成した請
求項1、2または3記載の連絡通路。
4. The structure according to claim 1, 2 or 3, wherein adjacent divided floor portions are connected to each other by a pantograph as a telescopic device and the relative displacement between the structures is evenly distributed between the divided floor portions. Communication passage.
JP9214991A 1991-04-23 1991-04-23 Connecting passage Expired - Fee Related JPH0814087B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9214991A JPH0814087B2 (en) 1991-04-23 1991-04-23 Connecting passage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9214991A JPH0814087B2 (en) 1991-04-23 1991-04-23 Connecting passage

Publications (2)

Publication Number Publication Date
JPH04323405A JPH04323405A (en) 1992-11-12
JPH0814087B2 true JPH0814087B2 (en) 1996-02-14

Family

ID=14046370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9214991A Expired - Fee Related JPH0814087B2 (en) 1991-04-23 1991-04-23 Connecting passage

Country Status (1)

Country Link
JP (1) JPH0814087B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6989334B2 (en) * 2017-10-04 2022-01-05 東亜建設工業株式会社 Ladder device for quay
NO345994B1 (en) * 2018-10-09 2021-12-13 Autostore Tech As Expansion joint, system and method for connecting regions of a rail-based grid storage system

Also Published As

Publication number Publication date
JPH04323405A (en) 1992-11-12

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