JP2504348B2 - Waterproofing method for concrete splicing part - Google Patents

Waterproofing method for concrete splicing part

Info

Publication number
JP2504348B2
JP2504348B2 JP3231616A JP23161691A JP2504348B2 JP 2504348 B2 JP2504348 B2 JP 2504348B2 JP 3231616 A JP3231616 A JP 3231616A JP 23161691 A JP23161691 A JP 23161691A JP 2504348 B2 JP2504348 B2 JP 2504348B2
Authority
JP
Japan
Prior art keywords
concrete
linear device
new concrete
joints
grout material
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 - Lifetime
Application number
JP3231616A
Other languages
Japanese (ja)
Other versions
JPH0571220A (en
Inventor
孝次 岩井
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.)
Kajima Corp
Original Assignee
Kajima 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 Kajima Corp filed Critical Kajima Corp
Priority to JP3231616A priority Critical patent/JP2504348B2/en
Publication of JPH0571220A publication Critical patent/JPH0571220A/en
Application granted granted Critical
Publication of JP2504348B2 publication Critical patent/JP2504348B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

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

【0001】[0001]

【産業上の利用分野】この発明は地下構造物におけるコ
ンクリート打継ぎ部の防水処理方法に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for waterproofing a concrete joint portion of an underground structure.

【0002】[0002]

【従来の技術】地下構造物の漏水防止として、コンクリ
ート打継ぎ部の防水処理は最も重要であった。そして従
来のコンクリート打継ぎ部の処理としては、 (1) 塩化ビニール樹脂やクロロプレンゴム製の止水板を
挿入し、 (2) 非加硫ブチルゴムや水膨潤ゴムを張付け、 (3) 打継ぎ用エポキシ樹脂を塗布、 (4) 逆打ち工法の場合、予め空隙を設け、後でモルタル
グラウト材を注入、 (5) 漏水する箇所に穴をあけ、背面に水と反応し発泡す
る樹脂(親水性ウレタン樹脂)を注入、などがある。
2. Description of the Related Art Waterproofing of concrete joints is most important for preventing water leakage from underground structures. And as for the conventional concrete splicing part, (1) Insert a water stop plate made of vinyl chloride resin or chloroprene rubber, (2) stick non-vulcanized butyl rubber or water-swelling rubber, and (3) splice for splicing. Epoxy resin is applied, (4) In the case of the reverse casting method, a void is provided in advance, mortar grout material is injected later, (5) A hole is made at the location where water leaks, and a resin that reacts with water and foams on the back (hydrophilic (Urethane resin) injection, etc.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記従来工
法では、完璧なものはなかったり、高価でどこの現場で
も採用できるというものではなかった。
By the way, the above-mentioned conventional method is not perfect or expensive and cannot be used at any site.

【0004】本発明は前記事情に鑑み開発されたもの
で、より容易に、確実かつ安価に防水処理を行うことの
できる方法を提供することを目的としている。
The present invention was developed in view of the above circumstances, and an object of the present invention is to provide a method capable of performing waterproof treatment more easily, reliably and inexpensively.

【0005】[0005]

【課題を解決するための手段】前記目的を達成するため
にこの発明では、新旧コンクリートの打継ぎ部の間に、
圧縮空気を詰めたエアチューブをネットで被覆した線状
装置を挿入し、新コンクリート硬化後、エアチューブを
ネットから引き出し、グラウト材注入のための連続空洞
を形成することを特徴としたものであり、また新旧コン
クリートの打継ぎ部の間に、周囲に熱可塑性発泡樹脂体
を巻接した電熱線からなる線状装置を配線し、新コンク
リート硬化後、電熱線に電気を流し発熱させ、熱可塑性
発泡体樹脂体を溶融させることにより、グラウト材注入
のための連続空洞を形成することを特徴としたものであ
る。
In order to achieve the above object, according to the present invention, between the joints of old and new concrete,
It is characterized by inserting a linear device in which an air tube filled with compressed air is covered with a net, and after hardening new concrete, pulling out the air tube from the net to form a continuous cavity for pouring grout material. In addition, between the joints of the old and new concrete, wire a linear device consisting of a heating wire wound with a thermoplastic foam resin around it, and after hardening the new concrete, apply electricity to the heating wire to generate heat, It is characterized in that a continuous cavity for injecting grout material is formed by melting a foam resin body.

【0006】[0006]

【実施例】以下、図示した実施例に基いて説明する。Embodiments will be described below based on the illustrated embodiments.

【0007】図1において、まず新旧コンクリートの打
継ぎ部の間に、連続空洞を形成するための線状装置1を
挿入しておく。この場合、線状装置1は旧コンクリート
3の上端面に沿って設置され、止め付け具2によって固
定される。なお記号4は鉄筋を示し、記号5は新コンク
リート(鎖線にて図示部分)を示すものである。
In FIG. 1, first, a linear device 1 for forming a continuous cavity is inserted between the joints of old and new concrete. In this case, the linear device 1 is installed along the upper end surface of the old concrete 3 and fixed by the fastener 2. The symbol 4 indicates a reinforcing bar, and the symbol 5 indicates new concrete (shown by a chain line).

【0008】線状装置1は図2に示すように、圧縮空気
を詰めたエアチューブ7を合成樹脂製ネット6で被覆し
たもので、新コンクリート5の硬化後、エアチューブ7
内の圧縮空気を抜き、次いでエアチューブ7を合成樹脂
製ネット6から引き出し、エアチューブ7を引き出した
跡に、図4に示すように連続空洞10が形成される。
As shown in FIG. 2, the linear device 1 comprises an air tube 7 filled with compressed air and covered with a net 6 made of synthetic resin.
The compressed air in the inside is removed, and then the air tube 7 is pulled out from the synthetic resin net 6, and the continuous cavity 10 is formed at the trace of pulling out the air tube 7 as shown in FIG.

【0009】そして、この連続空洞10にセメントモル
タル系のグラウト材を圧入することにより、コンクリー
ト打継ぎ部の水密性を図り、防水処理を行う。
Then, a cement mortar-based grout material is press-fitted into the continuous cavity 10 to make the concrete jointing portion watertight and waterproof.

【0010】図3は線状装置1の第2実施例を示すもの
である。この実施例においては線状装置1は、中心に電
熱線9を配線し、この電熱線9の周囲に熱可塑性樹脂発
泡体8を巻接したもので、新コンクリート5の硬化後
に、電熱線9に電気を流して発熱させ、熱可塑性樹脂発
泡体8を溶融させることにより図4に示す連続空洞10
が形成される。
FIG. 3 shows a second embodiment of the linear device 1. In this embodiment, the linear device 1 has a heating wire 9 arranged in the center thereof and a thermoplastic resin foam 8 wound around the heating wire 9, and the heating wire 9 is cured after the new concrete 5 is hardened. Electricity is applied to the inside to generate heat, and the thermoplastic resin foam 8 is melted, whereby the continuous cavity 10 shown in FIG.
Is formed.

【0011】そして、前記第1実施例と同様に連続空洞
10にセメントモルタル系のグラウト材を圧入すること
によりコンクリート打継ぎ部の水密性を図り、防水処理
を行う。
Then, as in the first embodiment, cement mortar-based grout material is press-fitted into the continuous cavity 10 to make the concrete joint water-tight and waterproof.

【0012】[0012]

【発明の効果】以上、この発明はコンクリート打継ぎ部
に線状装置を挿入し、新コンクリートの硬化後、線状装
置を撤去することにより連続空洞部を形成する方法にお
いて、線状装置として、圧縮空気を詰めたエアチューブ
をネットで被覆したものを使用することにより、新コン
クリート硬化後、空気を抜くという簡単な操作で、容易
かつ短時間にエアチューブをコンクリート打継ぎ部から
撤去させることができ、確実にグラウト材注入用の連続
空洞を形成することができ、施工費は安価である。
As described above, the present invention is a method for forming a continuous cavity by inserting a linear device into a concrete splicing part and removing the linear device after hardening of new concrete. By using an air tube filled with compressed air covered with a net, it is possible to easily and quickly remove the air tube from the concrete splicing part with a simple operation of bleeding air after hardening the new concrete. It is possible to reliably form a continuous cavity for pouring grout material, and the construction cost is low.

【0013】また線状装置として、電熱線に熱可塑性樹
脂発泡体を巻接したものを使用することにより、新コン
クリート硬化後、電気を流すという簡単な操作で、熱可
塑性樹脂発泡体を溶融させて、確実にグラウト材注入用
の連続空洞を形成することができ、施工費は安価であ
る。
[0013] As the linear device, by using a heating wire wound with a thermoplastic resin foam, the thermoplastic resin foam is melted by a simple operation of passing electricity after hardening of the new concrete. Thus, a continuous cavity for injecting grout material can be reliably formed, and the construction cost is low.

【0014】このようにしてコンクリート打継ぎ部に連
続空洞を形成することによって、漏水があった場合には
連続空洞を通して直ちにグラウト材を注入し、防水でき
る。また漏水のない場合でも予防のためにグラウト材を
注入することができるなど、防水処理に大きく寄与でき
る方法である。
By forming a continuous cavity in the concrete splicing portion in this way, when water leaks, the grout material can be immediately injected through the continuous cavity to waterproof it. In addition, even if there is no water leakage, it is possible to inject grout material for prevention, which is a method that can greatly contribute to waterproofing.

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

【図1】線状装置を挿入した状態の斜視図である。FIG. 1 is a perspective view of a state in which a linear device is inserted.

【図2】エアチューブをネットで被覆した線状装置の斜
視図である。
FIG. 2 is a perspective view of a linear device in which an air tube is covered with a net.

【図3】電熱線に熱可塑性樹脂発泡体を巻接した線状装
置の斜視図である。
FIG. 3 is a perspective view of a linear device in which a thermoplastic resin foam is wound around a heating wire.

【図4】連続空洞を形成した状態の斜視図である。FIG. 4 is a perspective view showing a state where a continuous cavity is formed.

【符号の説明】[Explanation of symbols]

1…線状装置、2…止め付け具、3…旧コンクリート
4…鉄筋 5…新コンクリート 6…合成樹脂製ネット
7…エアチューブ 8…熱可塑性樹脂発泡体、9…電
熱線、10…連続空洞。
1 ... Linear device, 2 ... Fastener, 3 ... Old concrete
4 ... Reinforcing bar 5 ... New concrete 6 ... Synthetic resin net 7 ... Air tube 8 ... Thermoplastic resin foam, 9 ... Heating wire, 10 ... Continuous cavity.

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 新旧コンクリートの打継ぎ部の間に、圧
縮空気を詰めたエアチューブをネットで被覆した線状装
置を挿入し、新コンクリート硬化後、エアチューブをネ
ットから引き出し、グラウト材注入のための連続空洞を
形成することを特徴とするコンクリート打継ぎ部の防水
処理方法。
1. A linear device in which an air tube filled with compressed air is covered with a net is inserted between the joints of old and new concrete, and after the new concrete is cured, the air tube is pulled out from the net to inject grout material. A method for waterproofing concrete joints, characterized by forming continuous cavities.
【請求項2】 新旧コンクリートの打継ぎ部の間に、周
囲に熱可塑性発泡樹脂体を巻接した電熱線からなる線状
装置を配線し、新コンクリート硬化後、電熱線に電気を
流し発熱させ、熱可塑性発泡体樹脂体を溶融させること
により、グラウド材注入のための連続空洞を形成するこ
とを特徴とするコンクリート打継ぎ部の防水処理方法。
2. A linear device composed of a heating wire wound with a thermoplastic foamed resin body around it is wired between the joints of old and new concrete, and after the new concrete is cured, electricity is applied to the heating wire to generate heat. A method for waterproofing a concrete splicing part, characterized in that a continuous cavity for pouring a grout material is formed by melting a thermoplastic foam resin body.
JP3231616A 1991-09-11 1991-09-11 Waterproofing method for concrete splicing part Expired - Lifetime JP2504348B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3231616A JP2504348B2 (en) 1991-09-11 1991-09-11 Waterproofing method for concrete splicing part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3231616A JP2504348B2 (en) 1991-09-11 1991-09-11 Waterproofing method for concrete splicing part

Publications (2)

Publication Number Publication Date
JPH0571220A JPH0571220A (en) 1993-03-23
JP2504348B2 true JP2504348B2 (en) 1996-06-05

Family

ID=16926304

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3231616A Expired - Lifetime JP2504348B2 (en) 1991-09-11 1991-09-11 Waterproofing method for concrete splicing part

Country Status (1)

Country Link
JP (1) JP2504348B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4966063B2 (en) * 2007-03-16 2012-07-04 株式会社大林組 Grout pouring and forming tube formwork and reinforced concrete members made using the formwork and methods for making reinforced concrete parts
JP6263020B2 (en) * 2013-12-17 2018-01-17 大成建設株式会社 Concrete jointing method, gap forming formwork and column structure
JP7094717B2 (en) * 2018-02-20 2022-07-04 株式会社竹中工務店 Press-fit method

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH03140565A (en) * 1989-10-26 1991-06-14 Shinwa Kako Kk Injection port forming member for concrete counter-placing poured joint section

Also Published As

Publication number Publication date
JPH0571220A (en) 1993-03-23

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A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19960213