JPH09137413A - Reinforcing method and structure of columnar building and plastic board - Google Patents

Reinforcing method and structure of columnar building and plastic board

Info

Publication number
JPH09137413A
JPH09137413A JP29697495A JP29697495A JPH09137413A JP H09137413 A JPH09137413 A JP H09137413A JP 29697495 A JP29697495 A JP 29697495A JP 29697495 A JP29697495 A JP 29697495A JP H09137413 A JPH09137413 A JP H09137413A
Authority
JP
Japan
Prior art keywords
plastic
columnar
columnar structure
resin
connecting sections
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
JP29697495A
Other languages
Japanese (ja)
Inventor
Yosuke Yamada
洋輔 山田
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.)
Japan Steel Works Ltd
Original Assignee
Japan Steel Works 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 Japan Steel Works Ltd filed Critical Japan Steel Works Ltd
Priority to JP29697495A priority Critical patent/JPH09137413A/en
Publication of JPH09137413A publication Critical patent/JPH09137413A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To reinforce a columnar structure by a method wherein a plurality of plastic boards are connected through connecting sections so as to surround the periphery of the columnar structure, each plastic board is held and fixed, a resin is injected among the columnar structure and the plastic boards, and the connecting sections are fused by energizing heaters buried in the connecting sections. SOLUTION: Plastic boards 4, 5 are held and fastened to the outer circumference of a columnar structure 1 consisting of concrete 2 and reinforcements 3 through connecting sections 6. The connecting sections 6 are composed of projecting sections 4a and dovetail grooves 5a, and heaters 7, 8 are buried in the connecting sections 6. Voids 9 among the columnar structure 1 and each board 4, 5 are filled with a multen epoxy resin 10, and holding plates 11, 12 are disposed on the outsides of the plastic boards 5 through holding shafts 13, 14. The connecting sections 6 are fused by energizing the heaters 7, 8. Accordingly, the columnar structure solidified and reinforced by the plastic boards and the resin can be obtained.

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、柱状建造物の補強
方法及び構造並びにプラスチック板に関し、特に、高速
道路、鉄道等の橋脚である柱状建造物をプラスチック板
と樹脂で簡単に補強するための新規な改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and structure for reinforcing a pillar structure and a plastic plate, and more particularly to a method for easily reinforcing a pillar structure which is a pier of a highway, a railroad or the like with a plastic plate and a resin. Regarding new improvements.

【0002】[0002]

【従来の技術】従来、用いられていたこの種の柱状建造
物の補強方法としては、この柱状建造物の周囲を鉄板で
囲い、柱状建造物との間にモルタルや樹脂を注入してい
た。
2. Description of the Related Art Conventionally, as a method of reinforcing a columnar building of this type which has been used conventionally, the columnar building is surrounded by an iron plate and mortar or resin is injected between the columnar structure and the columnar building.

【0003】[0003]

【発明が解決しようとする課題】従来の補強方法は、以
上のように構成されていたため、次のような課題が存在
していた。すなわち、鉄板を柱状建造物の形状に合わせ
て曲折させる作業及び組立作業を要し、組立の際に重量
があるためクレーンを使用しなければならず、さらに
は、樹脂注入時の洩れを防止するために各鉄板の接続部
のシールをしなければならず、高さが高い場合には、そ
の作業は極めて困難であった。
Since the conventional reinforcing method is configured as described above, there are the following problems. That is, the work of bending and assembling the iron plate in accordance with the shape of the columnar building is required, and since the weight is heavy during assembly, a crane must be used, and further leakage during resin injection is prevented. Therefore, it is necessary to seal the connecting portion of each iron plate, and when the height is high, the work is extremely difficult.

【0004】本発明は、以上のような課題を解決するた
めになされたもので、特に、高速道路、鉄道等の橋脚で
ある柱状建造物をプラスチック板と樹脂で簡単に補強す
るようにした柱状建造物の補強方法及び構造並びにプラ
スチック板を提供することを目的とする。
The present invention has been made to solve the above problems, and in particular, a columnar structure which is a pier of a highway, a railroad, etc. is easily reinforced with a plastic plate and resin. An object of the present invention is to provide a reinforcing method and structure of a building and a plastic plate.

【0005】[0005]

【課題を解決するための手段】本発明による柱状建造物
の補強方法は、柱状建造物の周囲を包囲するように複数
のプラスチック板を接続部を介して接続し、前記各プラ
スチック板を挾持して固定し、前記柱状建造物と前記プ
ラスチック板との間に樹脂を注入し、前記接続部を前記
接続部に埋設されたヒータに通電する方法である。
According to the reinforcing method of a pillar structure according to the present invention, a plurality of plastic plates are connected via a connecting portion so as to surround the circumference of the pillar structure, and the respective plastic plates are held between them. Is fixed, the resin is injected between the pillar-shaped structure and the plastic plate, and the connection part is energized to the heater embedded in the connection part.

【0006】さらに詳細には、前記柱状建造物は四角形
で、前記プラスチック板を四角状に配設する方法であ
る。
More specifically, the pillar-shaped structure is quadrangular, and the plastic plate is arranged in a quadrangular shape.

【0007】さらに詳細には、前記各プラスチック板
は、締結用の枠体により挾圧する方法である。
More specifically, each of the plastic plates is clamped by a frame for fastening.

【0008】本発明による柱状建造物の補強構造は、柱
状建造物の周囲に複数の接続部を介して設けられた複数
のプラスチック板と、前記各接続部を構成するためのア
リ溝及びこのアリ溝に嵌合する突部と、前記接続部に設
けられたヒータと、前記各プラスチック板と前記柱状建
造物との間に充填された樹脂とを備えた構造である。
A reinforcing structure for a columnar building according to the present invention comprises a plurality of plastic plates provided around the columnar structure through a plurality of connecting portions, a dovetail groove for forming each of the connecting portions, and the dovetails. It is a structure including a protrusion fitted into the groove, a heater provided in the connecting portion, and a resin filled between the plastic plates and the columnar building.

【0009】さらに詳細には、前記各プラスチック板
は、前記ヒータの加熱により前記各接続部が融着する構
成である。
More specifically, each of the plastic plates has a structure in which the respective connecting portions are fused by heating of the heater.

【0010】本発明によるプラスチック板は、全体が板
状をなすと共にアリ溝を有し、前記アリ溝の近傍にヒー
タを有する構成である。
The plastic plate according to the present invention has a plate-like shape as a whole, has a dovetail groove, and has a heater near the dovetail groove.

【0011】さらに詳細には、全体が板状をなすと共に
突部を有し、前記突部内にヒータを有する構成である。
More specifically, the configuration is such that the whole is plate-shaped, has a protrusion, and has a heater in the protrusion.

【0012】[0012]

【発明の実施の形態】以下、図面と共に本発明による柱
状建造物の補強方法及び構造並びにプラスチック板の好
適な実施の形態について詳細に説明する。図1において
符号1で示されるものは高速道路や鉄道等の橋脚からな
る柱状建造物であり、この柱状建造物1はコンクリート
2と鉄筋3とから構成されている。前記柱状建造物1の
外周位置にはこれを囲む状態で複数の第1、第2プラス
チック板4,5が四角の筒状に接続部6を介して配設さ
れており、この各接続部6は、第1プラスチック板4の
両側に形成された突部4aと、第2プラスチック板5の
両側に形成されたアリ溝5aとから構成され、この突部
4a内にはリクロム線等のヒータ7が内蔵されると共に
前記アリ溝5aの近傍位置にはヒータ8が内蔵されてい
る。
BEST MODE FOR CARRYING OUT THE INVENTION Preferred embodiments of a method and structure for reinforcing a pillar structure and a plastic plate according to the present invention will be described in detail below with reference to the drawings. In FIG. 1, reference numeral 1 denotes a columnar building composed of bridge piers such as highways and railways, and the columnar building 1 is composed of concrete 2 and reinforcing bars 3. A plurality of first and second plastic plates 4 and 5 are arranged in the shape of a quadrangular cylinder via a connecting portion 6 at the outer peripheral position of the columnar building 1 so as to surround it. Is composed of projections 4a formed on both sides of the first plastic plate 4 and dovetail grooves 5a formed on both sides of the second plastic plate 5, and a heater 7 such as a rechrome wire is formed in the projections 4a. And a heater 8 near the dovetail groove 5a.

【0013】前記柱状建造物1と各プラスチック板4,
5との間に形成された筒状の空隙9内には溶融状のエポ
キシ系の樹脂10が充填されており、前記各第2プラス
チック板5の外側には1対の挾圧板11,12が複数の
挾圧軸13,14を介して配設され、各挾圧軸13,1
4に設けられたワッシャ15、ばね16及びナット17
により各挾圧板11,12が挾圧されている。従って、
この各挾圧板4,5、挾圧軸13,14及びばね16と
ナット17等によりプラスチック板4,5を挾圧するた
めの枠体20を構成している。
The columnar building 1 and each plastic plate 4,
A molten epoxy resin 10 is filled in a cylindrical space 9 formed between the second plastic plate 5 and a pair of compression plates 11 and 12 on the outside of each second plastic plate 5. It is arranged via a plurality of compression shafts 13 and 14, and each compression shaft 13 and 1
4, washer 15, spring 16 and nut 17
Each of the compression plates 11, 12 is compressed by. Therefore,
The clamping plates 4 and 5, the clamping shafts 13 and 14, the spring 16 and the nut 17 compose a frame body 20 for clamping the plastic plates 4 and 5.

【0014】次に、動作について述べる。まず、図1で
示すように、各プラスチック板4,5及び枠体20を組
立てた状態において、前記プラスチック板4,5の各ヒ
ータ7,8に通電すると、前記各突部7が溶融して突部
4aが拡大し、アリ溝5a内に確実に接合し、互いに溶
融化して一体状となる。すなわち、各突部4aがアリ溝
5aに吸収される状態で溶融して互いに熱融着によって
一体化(図2に示す)することにより、各プラスチック
板4,5は強固に固定する。従って、このアリ溝5a内
に突部4aが溶けることにより、アリ溝5aと突部4a
は互いに抜けない状態で結合する。前述の状態で樹脂1
0を充填すると共に、樹脂10及び接続部6が完全に固
化した後に、ナット17をゆるめて各挾圧板11,12
を除去すると、各プラスチック板4,5と樹脂10によ
り固化され補強された状態の柱状建造物1を得ることが
できる。なお、前述の各接続部6の構造は1例を示した
もので、テーパを有しない溝形状とすることもできる。
また、このプラスチック板の材質としてはが好適であ
る。また、プラスチック板による形状は円筒に限らず、
円筒等でも対応できる。
Next, the operation will be described. First, as shown in FIG. 1, when the heaters 7 and 8 of the plastic plates 4 and 5 are energized in a state where the plastic plates 4 and 5 and the frame body 20 are assembled, the protrusions 7 are melted. The protrusion 4a expands and is securely joined in the dovetail groove 5a and melted into one body. That is, the respective plastic plates 4 and 5 are firmly fixed by melting the respective projections 4a absorbed by the dovetail groove 5a and integrating them by heat fusion (shown in FIG. 2). Therefore, by melting the protrusion 4a in the dovetail groove 5a, the dovetail groove 5a and the protrusion 4a are melted.
Bind together in such a way that they do not come out. Resin 1 in the above state
After the resin 10 and the connecting portion 6 are completely solidified while being filled with 0, the nut 17 is loosened and the compression plates 11 and 12 are loosened.
By removing, the columnar building 1 can be obtained which is solidified and reinforced by the plastic plates 4 and 5 and the resin 10. Note that the structure of each of the connecting portions 6 described above is an example, and a groove shape without a taper may be used.
Further, is preferable as the material of this plastic plate. Also, the shape of the plastic plate is not limited to a cylinder,
It can also be used with a cylinder or the like.

【0015】[0015]

【発明の効果】本発明は、以上のように構成されている
ため、次のような効果を得ることができる。すなわち、
複数のプラスチック板を用いるため、現場迄の運搬が容
易で、狭い現場でも人手で運搬してクレーン等も殆ど使
用する必要がなく容易に組立てられ、簡単に熱融着でき
る。また、相当の高さ(例えば、7m)の柱状建造物で
も4枚のプラスチック板で容易に組立てられる。
Since the present invention is configured as described above, the following effects can be obtained. That is,
Since a plurality of plastic plates are used, it can be easily transported to the site, and can be easily assembled even if the site is small, and it can be easily assembled without using a crane or the like and can be easily heat-sealed. Further, even a columnar structure having a considerable height (for example, 7 m) can be easily assembled with four plastic plates.

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

【図1】本発明による柱状建造物の補強構造を示す構成
図である。
FIG. 1 is a configuration diagram showing a reinforcing structure of a columnar building according to the present invention.

【図2】図1の各接続部を熱融着した状態を示す構成図
である。
FIG. 2 is a configuration diagram showing a state in which each connection portion of FIG. 1 is heat-sealed.

【符号の説明】[Explanation of symbols]

1 柱状建造物 4,5 プラスチック板 4a アリ溝 5a 突部 6 接続部 7,8 ヒータ 10 樹脂 1 columnar structure 4,5 plastic plate 4a dovetail groove 5a projecting part 6 connecting part 7,8 heater 10 resin

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 柱状建造物(1)の周囲を包囲するように
複数のプラスチック板(4,5)を接続部(6)を介して接続
し、前記各プラスチック板(4,5)を挾持して固定し、前
記柱状建造物(1)と前記プラスチック板(4,5)との間に樹
脂(10)を注入し、前記接続部(6)を前記接続部(6)に埋設
されたヒータ(7,8)に通電することにより融着すること
を特徴とする柱状建造物の補強方法。
1. A plurality of plastic plates (4,5) are connected to each other through a connecting portion (6) so as to surround the columnar building (1), and the plastic plates (4,5) are held between them. Then, the resin (10) was injected between the pillar-shaped building (1) and the plastic plate (4,5), and the connecting portion (6) was embedded in the connecting portion (6). A method for reinforcing a columnar structure, characterized in that the heaters (7, 8) are fused by being energized.
【請求項2】 前記柱状建造物(1)は四角形で、前記プ
ラスチック板(4,5)を四角状に配設することを特徴とす
る請求項1記載の柱状建造物の補強方法。
2. The method for reinforcing a columnar structure according to claim 1, wherein the columnar structure (1) is quadrangular, and the plastic plates (4,5) are arranged in a square shape.
【請求項3】 前記各プラスチック板(4,5)は、締結用
の枠体(20)により挾圧することを特徴とする請求項1又
は2記載の柱状建造物の補強方法。
3. The method for reinforcing a columnar structure according to claim 1, wherein each of the plastic plates (4,5) is clamped by a fastening frame (20).
【請求項4】 柱状建造物(1)の周囲に複数の接続部(6)
を介して設けられた複数のプラスチック板(4,5)と、前
記各接続部(6)を構成するためのアリ溝(5a)及びこのア
リ溝(5a)に嵌合する突部(4a)と、前記接続部(6)に設け
られたヒータ(7,8)と、前記各プラスチック板(4,5)と前
記柱状建造物(1)との間に充填された樹脂(10)とを備え
たことを特徴とする柱状建造物の補強構造。
4. A plurality of connecting parts (6) around the pillar structure (1).
A plurality of plastic plates (4, 5) provided via the dovetail groove (5a) for forming each of the connection parts (6) and a protrusion (4a) fitted in the dovetail groove (5a). A heater (7, 8) provided in the connection part (6), and a resin (10) filled between the plastic plates (4,5) and the columnar building (1). Reinforcement structure of columnar structure characterized by having.
【請求項5】 前記各プラスチック板(4,5)は、前記ヒ
ータ(7,8)の加熱により前記各接続部(6)が融着する構成
よりなることを特徴とする請求項4記載の柱状建造物の
補強構造。
5. The plastic plate (4, 5) according to claim 4, characterized in that the connection portion (6) is fused by heating of the heater (7, 8). Reinforcement structure of columnar structures.
【請求項6】 全体が板状をなすと共にアリ溝(5a)を有
し、前記アリ溝(5a)の近傍にヒータ(8)を有することを
特徴とするプラスチック板。
6. A plastic plate having a plate shape as a whole and a dovetail groove (5a), and a heater (8) near the dovetail groove (5a).
【請求項7】 全体が板状をなすと共に突部(4a)を有
し、前記突部(4a)内にヒータ(7)を有することを特徴と
するプラスチック板。
7. A plastic plate having a plate-like shape as a whole and having a protrusion (4a), and a heater (7) in the protrusion (4a).
JP29697495A 1995-11-15 1995-11-15 Reinforcing method and structure of columnar building and plastic board Pending JPH09137413A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29697495A JPH09137413A (en) 1995-11-15 1995-11-15 Reinforcing method and structure of columnar building and plastic board

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29697495A JPH09137413A (en) 1995-11-15 1995-11-15 Reinforcing method and structure of columnar building and plastic board

Publications (1)

Publication Number Publication Date
JPH09137413A true JPH09137413A (en) 1997-05-27

Family

ID=17840616

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29697495A Pending JPH09137413A (en) 1995-11-15 1995-11-15 Reinforcing method and structure of columnar building and plastic board

Country Status (1)

Country Link
JP (1) JPH09137413A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100655481B1 (en) * 2005-11-30 2006-12-08 현남홍 Construction structure using united stone-column and construction method
CN103074852A (en) * 2013-02-05 2013-05-01 山东黄河工程集团有限公司 Digital constant-temperature control concrete ultra-low-temperature construction maintenance system
GB2572999A (en) * 2018-04-19 2019-10-23 Tectonic Facades Ltd Strengthening assemblies

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100655481B1 (en) * 2005-11-30 2006-12-08 현남홍 Construction structure using united stone-column and construction method
CN103074852A (en) * 2013-02-05 2013-05-01 山东黄河工程集团有限公司 Digital constant-temperature control concrete ultra-low-temperature construction maintenance system
GB2572999A (en) * 2018-04-19 2019-10-23 Tectonic Facades Ltd Strengthening assemblies
GB2572999B (en) * 2018-04-19 2022-09-14 Tectonic Facades Ltd Strengthening assemblies

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