JPH07166718A - Column exchanging method and hole blocking device - Google Patents

Column exchanging method and hole blocking device

Info

Publication number
JPH07166718A
JPH07166718A JP34830393A JP34830393A JPH07166718A JP H07166718 A JPH07166718 A JP H07166718A JP 34830393 A JP34830393 A JP 34830393A JP 34830393 A JP34830393 A JP 34830393A JP H07166718 A JPH07166718 A JP H07166718A
Authority
JP
Japan
Prior art keywords
frame
platform
frames
hole
horizontal
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
JP34830393A
Other languages
Japanese (ja)
Inventor
Tetsuzo Saito
鉄蔵 斉藤
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP34830393A priority Critical patent/JPH07166718A/en
Publication of JPH07166718A publication Critical patent/JPH07166718A/en
Pending legal-status Critical Current

Links

Landscapes

  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To ensure high security on a platform and shorten working time by placing a removable cover on a working hole provided on the platform at a station, removing the cover to build up a steel-frame column and breaking the existing column thereafter. CONSTITUTION:A working is made by cutting off the vicinity of an existing column 5' on a platform 2' by a proper length and frames 4, 5 are fitted along the hole edge in an unfittable manner, so that a cover 10 can be placed in the frames 4, 5 in a displaceable manner. The cover 10 is removed, a concrete foundation 11 is formed below the platform 2' through the working hole and a steel frame 12 is build up on the foundation 11 to form a new column. The existing column 5' is broken thereafter. A hole blocking device used in this technique has longitudinal frames 4, 4 and lateral frames 5, provided with lower horizontal portions 41, 41 and 51, vertical portions 42, 42 and 52 and upper horizontal portions 43, 43 and 53, respectively, alternately, connected together and the cover 10 placed on the horizontal portions 43, 53 of the respective frames 4, 5.

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、建築物の柱の取り換え
方法およびその方法に用いられる装置に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of replacing a pillar of a building and an apparatus used for the method.

【0002】[0002]

【従来の技術】まず、従来の柱取り換え方法を図面に基
づいて説明すると、図1,図2に示すようにプラットフ
ォーム1′には、屋根(図示せず)を支持するための、
木製の柱5′がコンクリート台6′を介して設けられて
いる。なお、7′は線路である。前記のような木製の柱
5′を、鉄骨製に取り換える場合には、図3に示すよう
に、まず最初に柱5′の近傍のプラットフォーム1′の
アスファルト部2′をカッターで適宜の大きさに切り取
り、穴8′とし、この穴8′から作業員が入り込み、土
盛部3′の土を取り除く。
2. Description of the Related Art First, a conventional pillar replacement method will be described with reference to the drawings. As shown in FIGS. 1 and 2, a platform 1'for supporting a roof (not shown) is used.
Wooden columns 5'are provided via a concrete stand 6 '. In addition, 7'is a line. When replacing the wooden pillar 5'as described above with a steel frame, as shown in FIG. 3, first, the asphalt portion 2'of the platform 1'in the vicinity of the pillar 5'is appropriately cut with a cutter. It is cut into a hole 8 ', and a worker enters through this hole 8'and removes the soil in the embankment 3'.

【0003】ある程度土を取り除いたら、穴8′の四隅
から図4に示すように、杭9′を打ち込み、そして、そ
の四隅の杭9′の頂部で蓋10′を載置できるようにし
ておく。乗客がプラットフォームに集まり出したら、蓋
10′をして作業を中止し、乗客の安全を図り、列車が
出発して乗客がいなくなったら蓋10′を外し、また作
業を続け、地中に適宜の大きさの穴ができたら、そこに
グリ石、セメント等を流しこみ、図5のようにコンクリ
ート基礎11′を形成し、それに鉄骨12′を縦、既存
の柱5′を取り壊して作業が完了するのである。しかし
前記のような従来の方法では、杭9′の打ち込みに要す
る時間、杭9′の高さの不均衡による蓋10′の不安定
感等がありいろりろと問題があった。
After removing the soil to some extent, the piles 9'are driven in from the four corners of the hole 8'as shown in FIG. 4, and the lids 10 'can be placed on the tops of the piles 9'at the four corners. . When passengers gather on the platform, the lid 10 'is stopped to stop the work, the passengers are safe, and when the train departs and there are no passengers, the lid 10' is removed, and the work is continued. When a hole of a size is made, pour in stone, cement, etc. into the hole to form a concrete foundation 11 'as shown in Fig. 5, and vertically install a steel frame 12' and demolish the existing pillar 5 ', and the work is completed. To do. However, in the conventional method as described above, there are various problems such as the time required for driving the pile 9'and the sense of instability of the lid 10 'due to the imbalance of the height of the pile 9'.

【0004】[0004]

【発明が解決しようとする課題】従来、駅のプラットフ
ォームには、木製の柱を設け、この柱に止めを設けて乗
客を雨等から保護しているが、プラットフォーム改良の
ために、この木製の柱を鉄骨の柱に取り換える場合に種
々問題が生じていた。即ち、木製の柱の場合には、プラ
ットフォーム上に直接設けているが、鉄骨製の場合は、
地中にコンクリート基礎を形成し、その基礎から鉄骨製
の柱を立ち上がらせて設けなければいけない関係上、木
製を鉄骨製に取り換えるには、プラットフォームに作業
用の切り欠け部を設け、この切り欠け部の穴を利用し
て、プラットフォーム下の土を堀り起こして作業をしな
ければならなかった。
Conventionally, a wooden pillar is provided on a platform of a station and a stop is provided on the pillar to protect passengers from rain and the like. However, in order to improve the platform, this wooden pillar is used. Various problems have occurred when replacing the columns with steel columns. That is, in the case of a wooden pillar, it is provided directly on the platform, but in the case of a steel frame,
Since it is necessary to form a concrete foundation in the ground and to raise a steel frame column from the foundation, in order to replace wooden with steel frame, a work notch is provided on the platform, and this notch is used. I had to use the holes in the section to dug up the soil under the platform to do the work.

【0005】この作業は、プラットフォームに乗客がい
るときにはできず、乗客がいるときには乗客の安全確保
のために、この穴を一時的に塞いで作業を中止し、乗客
がいなくなるか、少なくなるのをまって、また作業をす
るという、繰り返しを行っていたが、このために時間が
掛り、そのためにコストが高くなりがちであった。本発
明は、前記のような従来の欠点を克服したもので、この
発明によって、穴を塞ぐ作業を容易にし、それに伴い柱
の取り換え時間を短縮し、コストの低減を図ったもので
ある。
This work cannot be performed when there are passengers on the platform, and when the passengers are present, in order to ensure the safety of the passengers, this hole is temporarily closed to stop the work, and the passengers are either left or reduced. I had to repeat the process of waiting and working again, but this tended to be time-consuming and therefore expensive. The present invention overcomes the above-mentioned conventional drawbacks, and by the present invention, the work of closing the hole is facilitated, and accordingly, the column replacement time is shortened and the cost is reduced.

【0006】[0006]

【実施例】図6以下は、この発明の方法及びこの発明に
用いる装置に係るもので、まずこの装置について述べ
る。図6は、口字状の枠Fを示すもので、この枠Fをプ
ラットフォームの既設の木製の柱の近傍の一部を切り取
って形成した穴の縁に嵌合する。この枠対Fは、一対の
左右の縦枠4,4と、一対の横枠5,5からなり、縦枠
4,4は、下方水平部41、垂直部42、上方水平部4
3からなり、これらはコ字状の一体の型枠からなるもの
であり、また、横枠5,5も、下方水平部51、垂直部
52、上方水平部53の一体の型枠からなるもので、こ
れら縦枠4,4の下方水平部43と横枠5,5、の下方
水平部53とを面一になるように合わせて口字状に形成
するものである。この際双方の下方水平部または垂直部
または上方水平部から舌片を突出させ、その舌片同士を
ボルト等で固定して、縦枠4,4と横枠5,5により固
定的に口字状に形成してもよい。さらに双方を垂直部4
2,52、下方水平部41,51を図7のように部分的
に設けてもよい。図8(イ)は、縦枠4,4と横枠5,
5とにより形成された口字状の枠対Fに載置する蓋10
を示すもので、この蓋10を数個を合わせて口字状全体
を塞ぐものである。また蓋10の適宜の位置には、凹み
11を設けて、その中に手掛け12を設けて枠対Fから
の取り外しを容易にする。なお、蓋1おは、図8(ロ)
−軸受のように1枚でもよい。また図8(ハ)図のよう
に、蓋10は、木製の一対の縦材102、102に上下
の板でもって形成してもよいが、木製でなくアルミニュ
ウム製で一体に形成してもよい。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT FIG. 6 and subsequent figures relate to the method of the present invention and the apparatus used in the present invention. FIG. 6 shows a square frame F, which is fitted to the edge of a hole formed by cutting out a part of the platform in the vicinity of an existing wooden column. The frame pair F includes a pair of left and right vertical frames 4 and 4 and a pair of horizontal frames 5 and 5. The vertical frames 4 and 4 include the lower horizontal portion 41, the vertical portion 42, and the upper horizontal portion 4.
The horizontal frames 5 and 5 are also composed of a lower horizontal portion 51, a vertical portion 52, and an upper horizontal portion 53. Then, the lower horizontal portions 43 of the vertical frames 4 and 4 and the lower horizontal portions 53 of the horizontal frames 5 and 5 are aligned so as to be flush with each other and are formed in a square shape. At this time, projecting the tongue pieces from both lower horizontal parts, vertical parts, or upper horizontal parts, fixing the tongue parts with bolts, etc. You may form in a shape. In addition, the vertical part 4
2, 52 and the lower horizontal portions 41, 51 may be partially provided as shown in FIG. FIG. 8A shows vertical frames 4, 4 and horizontal frames 5, 5.
The lid 10 placed on the pair of frame-shaped frames F formed by
In this case, several lids 10 are put together to close the entire square character. Further, a recess 11 is provided at an appropriate position of the lid 10 and a handle 12 is provided therein to facilitate the removal from the frame pair F. The lid 1 is shown in FIG.
-One piece, like a bearing. Further, as shown in FIG. 8C, the lid 10 may be formed by the upper and lower plates on the pair of vertical members 102, 102 made of wood, but may be integrally made of aluminum instead of wood. .

【0007】次に柱の取り換え方法について述べる。ま
ず、プラットフォームの既設の柱の近傍のプラットフォ
ームを、切り欠くことは従来と同様であるが、図6に示
した枠Fを嵌合させる。この場合縦枠4と横枠5を前記
した手段でもって、固定状態にしてもよい。前記のよう
に穴を枠Fに組み立てた状態にしておいて、この穴から
作業員がプラットフォーム下の土を掘り起こしていく。
もし乗客がプラットフォームに入りはじめたら、蓋10
により穴を塞ぎ、乗客の安全を図る。この繰り返しをし
て、図9のように地中にコンクリート基礎11を形成
し、それに鉄骨12を立て、新しい柱を形成し、既設の
古い柱5′を取り壊して作業は終了する。
Next, a method of replacing the pillar will be described. First, the platform in the vicinity of the existing pillar of the platform is cut out as in the conventional case, but the frame F shown in FIG. 6 is fitted. In this case, the vertical frame 4 and the horizontal frame 5 may be fixed by the above-mentioned means. With the holes assembled in the frame F as described above, the worker digs up the soil under the platform from the holes.
If passengers start entering the platform, lid 10
To close the hole and improve passenger safety. By repeating this, as shown in FIG. 9, the concrete foundation 11 is formed in the ground, the steel frame 12 is erected on it, a new pillar is formed, and the existing old pillar 5'is demolished, and the work is completed.

【0008】[0008]

【発明の効果】この発明によって、従来のように杭を打
つ必要がなく、それによって作業時間が短縮され、また
枠の下方水平部に蓋を載置するために、従来の杭の上端
に載置するのに比べ安定よく乗客の安全性にも問題な
く、更に、穴を閉塞するのに極めて簡単にできる。
According to the present invention, it is not necessary to hit a pile as in the prior art, thereby shortening the working time and mounting the lid on the lower horizontal portion of the frame so that the pile is mounted on the upper end of the conventional pile. It is more stable than placing it and there is no problem with passenger safety, and it is extremely easy to close the hole.

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

【図1】プラットフォームの斜視図である。FIG. 1 is a perspective view of a platform.

【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.

【図3】従来のプラットフォームに穴8′を形成したプ
ラットフォームの斜視図である。
FIG. 3 is a perspective view of a conventional platform having a hole 8'formed therein.

【図4】図3のB−B断面図である。FIG. 4 is a sectional view taken along line BB of FIG.

【図5】柱12′をプラットフォームに立てた断面図で
ある。
FIG. 5 is a cross-sectional view of a column 12 'standing on a platform.

【図6】枠Fの斜視図である。6 is a perspective view of a frame F. FIG.

【図7】枠Fの他の実施例を示す図である。FIG. 7 is a diagram showing another example of the frame F.

【図8】数個からなる蓋10の、1個からなる蓋10の
斜視図と、数個からなる蓋10のB−B断面図である。
FIG. 8 is a perspective view of one lid 10 of several lids 10 and a BB cross-sectional view of the several lids 10.

【図9】コンクリート基礎11、鉄骨12を形成したプ
ラットフォームの断面図である。
FIG. 9 is a sectional view of a platform on which a concrete foundation 11 and a steel frame 12 are formed.

【符号の説明】[Explanation of symbols]

F 枠 4 縦枠 5 横枠 10 蓋 41,51 下方水平部 42,52 垂直部 43,53 上方水平部 F frame 4 vertical frame 5 horizontal frame 10 lid 41,51 lower horizontal part 42,52 vertical part 43,53 upper horizontal part

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 プラットフォームの一部を切り欠いて、
作業用穴とし、その後、穴の縁部に沿って枠を着脱自在
に嵌合し、更に、その枠に蓋を着脱自在に載置できるよ
うにし、そして、蓋を外して作業穴から、プラットフォ
ーム下にコンクリート基礎を形成し、その基礎に鉄骨を
立て、その後、既設の柱を取り壊して、既設の柱を鉄骨
に取り換える方法。
1. A part of the platform is cut out,
It is used as a working hole, and then a frame is detachably fitted along the edge of the hole so that a lid can be removably placed on the frame, and the lid is removed to remove the platform from the working hole. A method in which a concrete foundation is formed below, a steel frame is erected on the foundation, then the existing columns are demolished, and the existing columns are replaced with steel frames.
【請求項2】 柱の取り換える方法に用いるもので、そ
の装置は、枠と蓋からなり、前記枠は縦枠と横枠からな
り、更に、前記縦枠と横枠は、下方水平部と垂直部と上
方水平部を有し、且つ断面形状をロ字形形状 とし、前
記縦枠と横枠を交互に連結し縦枠と横枠の水平部に蓋を
着脱自在に載置した穴閉塞装置。
2. A method for replacing a pillar, the apparatus comprising a frame and a lid, the frame comprising a vertical frame and a horizontal frame, and the vertical frame and the horizontal frame being perpendicular to a lower horizontal part. A hole closing device having a vertical section and an upper horizontal section, and having a rectangular cross-sectional shape, the vertical frames and the horizontal frames are alternately connected, and a lid is detachably placed on the horizontal sections of the vertical and horizontal frames.
JP34830393A 1993-12-15 1993-12-15 Column exchanging method and hole blocking device Pending JPH07166718A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34830393A JPH07166718A (en) 1993-12-15 1993-12-15 Column exchanging method and hole blocking device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34830393A JPH07166718A (en) 1993-12-15 1993-12-15 Column exchanging method and hole blocking device

Publications (1)

Publication Number Publication Date
JPH07166718A true JPH07166718A (en) 1995-06-27

Family

ID=18396127

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34830393A Pending JPH07166718A (en) 1993-12-15 1993-12-15 Column exchanging method and hole blocking device

Country Status (1)

Country Link
JP (1) JPH07166718A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013237403A (en) * 2012-05-16 2013-11-28 Nabtesco Corp Platform door structure
JP2015054572A (en) * 2013-09-11 2015-03-23 日本信号株式会社 Platform structure and foundation work method of filling platform
CN106275715A (en) * 2016-09-18 2017-01-04 中国华冶科工集团有限公司 A kind of assembled steel piling bin

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013237403A (en) * 2012-05-16 2013-11-28 Nabtesco Corp Platform door structure
JP2015054572A (en) * 2013-09-11 2015-03-23 日本信号株式会社 Platform structure and foundation work method of filling platform
CN106275715A (en) * 2016-09-18 2017-01-04 中国华冶科工集团有限公司 A kind of assembled steel piling bin

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