JPS60138175A - Self-erected reinforced structure and its production - Google Patents

Self-erected reinforced structure and its production

Info

Publication number
JPS60138175A
JPS60138175A JP24466283A JP24466283A JPS60138175A JP S60138175 A JPS60138175 A JP S60138175A JP 24466283 A JP24466283 A JP 24466283A JP 24466283 A JP24466283 A JP 24466283A JP S60138175 A JPS60138175 A JP S60138175A
Authority
JP
Japan
Prior art keywords
net
self
wall
free
supporting wall
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
JP24466283A
Other languages
Japanese (ja)
Inventor
尚孝 西川
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.)
ARIAKE GIJUTSU KAIHATSU CENTER
ARIAKE GIJUTSU KAIHATSU CENTER KK
Original Assignee
ARIAKE GIJUTSU KAIHATSU CENTER
ARIAKE GIJUTSU KAIHATSU CENTER KK
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 ARIAKE GIJUTSU KAIHATSU CENTER, ARIAKE GIJUTSU KAIHATSU CENTER KK filed Critical ARIAKE GIJUTSU KAIHATSU CENTER
Priority to JP24466283A priority Critical patent/JPS60138175A/en
Publication of JPS60138175A publication Critical patent/JPS60138175A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明−、ブロック塀、コンクリート塀等の自立壁イ・
74染物な強固に補強する補強構造体及びその製造方法
に関するものである。
[Detailed description of the invention] The present invention - Freestanding walls such as block walls, concrete walls, etc.
This invention relates to a reinforcing structure for strongly reinforcing dyed fabrics and a method for manufacturing the same.

従来、家の囲い塀、鉄道M路の防音壁、都市高速道路の
防音壁、海浜構築物の囲い塀等にはブロック塀やコンク
リート塀が広く採用きれている。こえしらは、殆んどの
場合、セメント硬化した自立壁゛を構成している。
Conventionally, block walls and concrete walls have been widely used as enclosure walls for houses, soundproof walls for railroad M-roads, soundproof walls for urban expressways, enclosure walls for coastal structures, and the like. In most cases, these strands constitute free-standing cement-hardened walls.

こうした自立壁は、地震動、その他の外力によりひび割
れを生じたり、長勘の塩害等によりセメントが脆化して
転倒したり、崩れたりすることがある。特に鉄道線路の
防音壁や自動車道路壁等は常時振動を受けているので、
その傾向は著るしい。従来、こうした自立壁を補強する
に幻、例えば自立壁両面下側に沿って強固なコンクリー
ト土台を設置し、これに鉄骨を立設させると共に、この
鉄骨に水平バーを取付けて温体を挾持子ることが行われ
る。しかし、このような補強方法は、土台工事に可成り
の日数と費用を必要とすると共に、その鉄骨の防錆及び
防蝕に常に気を使う必要もあり、特に海浜近くの場合に
は塩害によるl部会には極めて高度の保全技術が必要で
ある。
These free-standing walls may crack due to earthquake vibrations or other external forces, or the cement may become brittle due to salt damage, causing them to topple over or collapse. In particular, soundproof walls on railway tracks and walls on automobile roads are constantly exposed to vibrations, so
The trend is remarkable. Conventionally, it has been impossible to reinforce such freestanding walls, for example by installing a strong concrete foundation along the bottom of both sides of the freestanding wall, erecting a steel frame on this, and attaching horizontal bars to this steel frame to hold the warm body. things will be done. However, this type of reinforcement method requires a considerable amount of time and money for foundation work, and it is also necessary to always pay attention to the rust and corrosion prevention of the steel frame, especially if it is near the seashore. The subcommittee requires extremely advanced maintenance technology.

本発明は、かかる自立壁の補強を土台工事を一切必要と
せず、且つ防蝕等の保全も極めて簡単な補強構造体及び
その製造方法を提供するものである。
The present invention provides a reinforced structure that does not require any foundation work to reinforce such free-standing walls, and that is extremely easy to maintain such as corrosion protection, and a method for manufacturing the same.

U下、本発明を添付図面にしたがって詳細に説明する。The present invention will be described in detail below with reference to the accompanying drawings.

第7図〜第り図は、本発明の自立壁の補強構造体を製造
する工程を示す図である。
FIGS. 7 to 7 are diagrams showing the steps of manufacturing the self-supporting wall reinforcement structure of the present invention.

図中、CIIは補強きれる自立壁本体であり、土台(2
)の上に一体結合されている。通常、前記自立”4 本
K (11は、コンクリ−ト壁や積み上げられたコンク
リートブロック等からなっておシ、コスト的見地から、
その全体に亘って鉄筋が隅なく入れられていることは少
く、そh−け部分的に入れられている。従って、鉄筋同
志の間隔はコンクリートブロック自体で自立支持してい
ることになる。そこで、この自立壁本体(1〕の上から
、剛性のラス網、パンチングメタル、編成金網あるいけ
柔軟性のある合成樹脂網等の組成物(3)、(3ツを実
質的にU字形に形成して、被着することにより表裏に添
わせる。この網状物(3)、(コ)は、連結部拐(4)
を介して自立壁体の表層両面に沿つて平行連結されてい
る。
In the figure, CII is the main body of the self-supporting wall that can be reinforced, and the base (2
) is integrally connected to the top. Usually, the above-mentioned self-supporting "4 pieces" (11) are made of concrete walls, stacked concrete blocks, etc., but from a cost standpoint,
It is rare for reinforcing bars to be placed throughout the entire structure, but only in some areas. Therefore, the intervals between the reinforcing bars are self-supporting by the concrete blocks themselves. Therefore, from above this self-supporting wall body (1), a composition (3) of rigid lath netting, punching metal, knitted wire netting, flexible synthetic resin netting, etc. The net-like materials (3) and (c) are attached to the front and back surfaces by forming and adhering them.
They are connected in parallel along both surfaces of the free-standing wall body through.

次いで、第3図に示すように5前記網状物(3)、(3
つの上から、スプレーガン(5)メるいけコテ塗り部材
(4)を埋没させ、これを硬化はせることにより一体被
榎する。こうして、第7図に示すような、自立壁本14
臼1)の外表面に網状物(3)を含む強固な被擦硬化層
が形成さFLだ補強構造1本ができ上がる。尚、DII
記連結部イ旧羽は、自立壁本体表層の網状物(S3)、
(3ツと一体拐質であって、これをU字形に屈曲形成し
たものであってもよいが、前記表裏の組成物と別相賀の
ものを用いて内網状物(3)、(:3’+を平行連結し
てあってもよい。
Next, as shown in FIG.
The spray gun (5) and the troweling member (4) are buried in the spray gun (5) and cured to form an integral coating. In this way, the free-standing wall book 14 as shown in FIG.
A strong hardened layer containing the mesh material (3) is formed on the outer surface of the mortar 1), and one reinforcing structure is completed. In addition, DII
The old wing of the connection part is the net-like material (S3) on the surface layer of the free-standing wall body,
(Although it may be made of a single piece of net-like material and formed by bending it into a U-shape, the inner net-like material (3), (:3 '+ may be connected in parallel.

また、被覆硬化層の材責としては、例えば特公昭3 /
I−−/l’、S”、23号で提案されたところのボー
トランドセメント混第1J物700部に対して、エポキ
シ系有機重合体水性亭マル7ヨン5−ll。
In addition, as for the material of the hardened coating layer, for example,
I--/l', S'', 700 parts of the Bortland cement mixture No. 1J proposed in No. 23, and 5-ll of the epoxy organic polymer aqueous Maru7yon.

部を配合してなるポリマーセメント塗a 材がそのW着
性hrメ1く方師性から弓?I5嶺であA−1、力)1
〜本発明における上記!1覆硬化層の材質は上述のポリ
マーセメントに限定されるものではなく、例えば、自然
硬化型のポリエステル樹脂組成物等であってもよい。
Polymer cement coating material made by blending parts is a bow due to its W adhesion property. I5 ridge A-1, force) 1
~The above in the present invention! The material of the first hardened layer is not limited to the above-mentioned polymer cement, and may be, for example, a naturally hardening polyester resin composition.

本発明は、上述のような自立壁の表裏に網状物が添わさ
れ、且つこれを被覆硬化層で埋没一体化するものである
から、施工が極めて簡単であり、既設の老朽壁は勿論、
新設のブロック塀やコンクリート塀等の如何なる自立壁
にも適用できるものである。
In the present invention, the above-mentioned self-supporting wall is provided with a net-like material on the front and back sides, and this is embedded and integrated with a hardened coating layer, so construction is extremely simple, and it can be applied not only to existing old and deteriorated walls.
It can be applied to any freestanding wall such as a newly constructed block wall or concrete wall.

そして、被覆硬化層にはラス網等を用いると軽量である
ので、高架電車線路の側壁や高速道路の側壁等の補強に
は最適である。
Furthermore, if a lath net or the like is used for the hardened coating layer, it is lightweight, and therefore is ideal for reinforcing the side walls of elevated railway lines, the side walls of expressways, etc.

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セJ41乙乙I2、Me@a多オ禾 自止壁袖鬼オ伸1
島む州くUう−ρ”pQ袈孟方丞 3、#j政目つカ ル件tc+ Y覇イブ1ミ ’PL メし;づh人り、
 λ“南−正−4Fかn F3N 貼ル纜薯8円2りθ
を髭B)J、ネ市上0タ寸鳴ζ IJlq、4田倉のl
 Q(51n 3ハ和tツクf40宥紺′、補工の1η
か 明細4し休 2 Ω /3/、lrlヨ ○シズ11〕
、人1〜 交 2小計六−為ろ。
ja i conversion @ Tamana (ancient) 7 % Tatega ear daq //B 2 fittings in special fishing Yomiya mei sashii ship - Me 44 o 4 bo (Dan G4 n ♂ δ but 4 ui V Hi change duse J41 Ototsu I2, Me@aTaohe Self-stopping wall Sodekioshin 1
ShimamushukuUu-ρ”pQ Kemenghojo 3, #j Masame Tsukaru tc+ Y Ha Eve 1mi 'PL Meshi; Zuh Hitori,
λ" South - Positive - 4F or n F3N Paste 8 yen 2 θ
Beard B) J, neichijo 0ta sunari ζ IJlq, 4 Takura's l
Q (51n 3 ha sum ttsuk f40 appeasement navy', supplementary 1η
Or details 4 and rest 2 Ω /3/, lrlyo ○shizu 11]
, Person 1 ~ Cross 2 Subtotal 6 - Tamero.

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も斗駄んぶ’5−4A6t”i4 elio−$2 +
w +s@ し−<b面昧婚3■(δ牟を9静刀話、帽
−実鋳膓1ラド 滴 机1目(耳0 414 G に1
本たり川内 立 壁 σ) −子ラリ の−4y前mf
’a <’−8”+ aj!’ll’ll’fl <”
 1h 3゜(1): 近コA ズ七1(シトーfjト
、 Gz)’ j−毛ン (3): j、61L”fl
W>: m、4.−1p+、2 (J); 才Uftl
J Jメ人上
r q, Eko's gear C explanation calculation f) 1 year old 7 years old, 6 months 0 white Rino Tachibana - receiving direction le also doudanbu'5-4A6t"i4 elio-$2 +
w +s @ shi-<b side marriage 3
Hontari Kawauchi Tatekabe σ) -Child Rari's -4y front midfielder
'a <'-8"+ aj!'ll'll'fl <"
1h 3゜(1): Near Ko A zu 71 (Sito fj to, Gz)' j-hairn (3): j, 61L"fl
W>: m, 4. -1p+, 2 (J);
JJ Mejinjo

Claims (1)

【特許請求の範囲】 (1) 自立壁の表裏にそれぞれ添わされる網状物と、
両網秋物を平行連結する連結部材ど、該網状物及び/又
は連結部拐を埋没固定する被覆硬化層とからなることを
特徴とする自立壁補強構造体。 (2) 特許請求の範囲第1項記載のものにおいて、前
記表裏両組状物と連結部相とは一体の網状物からなるこ
とを特徴とする自立壁補強構造体。 (3) 特許請求の範囲第7項又は第2項記載のものに
おいて、前記網状物は剛性網状物からなることを特徴と
する自立壁補強構造体。 網又は溶f#:網の倒れかからなることを特徴とする自
立壁補強構造体。 (5) 自立壁の表装壁面に外接する幅をもって平行に
連結されて実質的にU字形に形成された網状物を、自立
壁の上部より被着し、該網状物を埋没させるように、自
立壁外表面にポリマーセメントを被覆して硬化させるこ
とを特徴とする自立壁構造体の製造方法。 (6)特g′−F請求の範囲第S項記載の方法において
、@紀ポリマーセメントとしてセメントと有機重合本水
性エマルジョンとの混和物スラリーを用い、これを網状
物上より吹付は又はコテ塗り作業により塗布した後、自
然硬化させることを特徴とする自立壁補強構造体の製造
方法。
[Scope of Claims] (1) A net-like material attached to the front and back of the free-standing wall, respectively;
A self-supporting wall reinforcing structure comprising a connecting member that connects both net-like articles in parallel, and a hardened coating layer that embeds and fixes the net-like article and/or the connecting section. (2) A self-supporting wall reinforcing structure according to claim 1, wherein the front and back assemblies and the connecting portion are made of an integral net-like material. (3) A self-supporting wall reinforcing structure according to claim 7 or 2, wherein the net-like material is made of a rigid net-like material. Net or f#: A self-supporting wall-reinforced structure characterized by being made of fallen nets. (5) Facing the free-standing wall A net-like material formed substantially in a U-shape by being connected in parallel with a width circumscribing the wall surface is applied from the top of the free-standing wall, and the free-standing wall is covered so that the net-like material is buried. A method for manufacturing a self-supporting wall structure, comprising coating the outer surface of the wall with polymer cement and curing it. (6) Feature g'-F In the method described in claim S, a slurry of a mixture of cement and an organic polymerized aqueous emulsion is used as the polymer cement, and this is sprayed or troweled onto the net-like material. A method for manufacturing a self-supporting wall reinforced structure, which comprises applying the material during work and then allowing it to harden naturally.
JP24466283A 1983-12-27 1983-12-27 Self-erected reinforced structure and its production Pending JPS60138175A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24466283A JPS60138175A (en) 1983-12-27 1983-12-27 Self-erected reinforced structure and its production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24466283A JPS60138175A (en) 1983-12-27 1983-12-27 Self-erected reinforced structure and its production

Publications (1)

Publication Number Publication Date
JPS60138175A true JPS60138175A (en) 1985-07-22

Family

ID=17122083

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24466283A Pending JPS60138175A (en) 1983-12-27 1983-12-27 Self-erected reinforced structure and its production

Country Status (1)

Country Link
JP (1) JPS60138175A (en)

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