JPH0571220A - Water-proof disposing method for concrete jointing - Google Patents
Water-proof disposing method for concrete jointingInfo
- Publication number
- JPH0571220A JPH0571220A JP23161691A JP23161691A JPH0571220A JP H0571220 A JPH0571220 A JP H0571220A JP 23161691 A JP23161691 A JP 23161691A JP 23161691 A JP23161691 A JP 23161691A JP H0571220 A JPH0571220 A JP H0571220A
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- linear device
- new concrete
- heating wire
- joints
- 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.)
- Granted
Links
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
(57)【要約】 (修正有)
【目的】 より確実かつ安価に地下構造物における新旧
コンクリート打継ぎ部の防水処理を行う方法を提供する
ことを目的とする。
【構成】 新旧コンクリートの打継ぎ部の間に線状装置
1を挿入し、新コンクリート5硬化後、前記線状装置1
を撤去し、グラウト材注入のための連続空洞を形成する
ことを特徴としている。
(57) [Summary] (Modified) [Purpose] It is an object of the present invention to provide a more reliable and inexpensive method for waterproofing the joints of old and new concrete in underground structures. [Structure] The linear device 1 is inserted between the joints of the old and new concrete, and after the new concrete 5 is cured, the linear device 1
Is removed to form a continuous cavity for grout material injection.
Description
【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 waterproofing method for a concrete splicing part in 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、(2)
非加硫ブチルゴムや水膨潤ゴムを張付け、(3) 打継ぎ部
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, (3) apply epoxy resin for splice part, (4) in case of reverse casting method, make voids in advance, inject mortar grout material later, (5) leak water For example, a hole is made in the place and a resin (hydrophilic urethane resin) that reacts with water and foams is injected into the back surface.
【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
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 methods are not perfect or expensive and cannot be adopted at any site.
【0004】本発明は前記事情に鑑み開発されたもの
で、より確実かつ安価に防水処理をエアチューブ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。The present invention was developed in view of the above circumstances, and more reliably and inexpensively, the waterproof treatment is performed by removing the compressed air in the air tube 7, and then the air tube 7 is pulled out from the synthetic resin net 6 to remove the air tube 7. In the mark that I pulled out,
A continuous cavity 10 is formed as shown in FIG.
【0005】そしてこの連続空洞10にセメントモルタ
ル系,合成樹脂系など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。 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。A cement mortar-based or synthetic resin-based grout material is press-fitted into the continuous cavity 10 to achieve watertightness of the concrete splicing portion and waterproof treatment. 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 attached to the heating wire 9 after the new concrete 5 is hardened. A continuous cavity 10 shown in FIG. 4 is formed by flowing electricity to generate heat and melt the thermoplastic resin foam 8.
【0006】そして前記実施例と同様に連続空洞10に
セメントモルタル系,合成樹脂系などのグラウト材を圧
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。In the same manner as in the above-mentioned embodiment, a cement mortar-based or synthetic resin-based grout material is press-fitted into the continuous cavity 10 to achieve watertightness of the concrete splicing portion and waterproof treatment.
【0007】[0007]
【発明の効果】以上、本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ような方法
であるため、より確実に連続空洞を形成することができ
る。そして漏水があった場合には連続空洞を通じ直ちに
グラウト材を注入し、防水できるものである。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。As described above, the present invention is a method of forming a continuous cavity by inserting a linear device into a concrete joint and removing the linear device after hardening the new concrete. It is possible to reliably form a continuous cavity. If water leaks, it can be waterproofed by immediately injecting grout material through the continuous cavity. Even if there is no water leakage, grout can be injected for prevention.
【0008】また線状装置は圧縮空気を詰めたエアチュ
ーブを使用し、新コンクリート硬化後空気を抜いて連続
空洞を形成するので、容易かつ確実に、しかも短時間に
施工でき、施工費が安価である。Further, the linear device uses an air tube filled with compressed air, and after hardening the new concrete, the air is evacuated to form a continuous cavity, so that it can be easily and reliably constructed in a short time, and the construction cost is low. Is.
【0009】さらに線状装置は電熱線に熱可塑性樹脂発
泡体を巻接したものを使用し、電気を流すことにより熱
可塑性樹脂発泡体を溶融し空洞部を形成するので、容易
かつ確実に、しかも短時間に施工でき、施工費が安価で
ある。Further, as the linear device, one in which a thermoplastic resin foam is wound around a heating wire is used, and the thermoplastic resin foam is melted to form a cavity by applying electricity, so that it can be easily and surely conducted. Moreover, the construction can be done in a short time, and the construction cost is low.
【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】使用する線状装置の第1実施例の斜視図であ
る。FIG. 2 is a perspective view of a first embodiment of the linear device used.
【図3】使用する線状装置の第2実施例の斜視図であ
る。FIG. 3 is a perspective view of a second embodiment of the linear device used.
【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.
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 (3)
装置を挿入し、新コンクリート硬化後、前記線状装置を
撤去し、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 is inserted between the joints of old and new concrete, and after hardening the new concrete, the linear device is removed to form a continuous cavity for pouring grout material. Waterproofing method for concrete joints.
詰めたエアチューブをネットで被覆したものであって、
新コンクリート硬化後、エアチューブネットから引き出
し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. The linear device according to claim 1, wherein an air tube filled with compressed air is covered with a net,
A method for waterproofing concrete joints, which comprises drawing continuous cavities from an air tube net after hardening new concrete.
線し、この電熱線の周囲に熱可塑性発泡樹脂体を巻接し
たものであって、新コンクリート硬化後、電熱線に電気
を流し発熱させ、熱可塑性発泡樹脂体を溶融させること
により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。3. The linear device according to claim 1, wherein a heating wire is wired and a thermoplastic foam resin body is wound around the heating wire, and electricity is applied to the heating wire after hardening of new concrete. A method for waterproofing a concrete splicing part, characterized in that a continuous cavity is formed by heating and melting a thermoplastic resin foam.
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 true JPH0571220A (en) | 1993-03-23 |
| JP2504348B2 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) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008231679A (en) * | 2007-03-16 | 2008-10-02 | Ohbayashi Corp | Grout pouring and forming tube formwork and reinforced concrete members made using the formwork and methods for making reinforced concrete parts |
| JP2015117485A (en) * | 2013-12-17 | 2015-06-25 | 大成建設株式会社 | Method for extending with concrete, gap forming frame and column structure |
| JP2019143350A (en) * | 2018-02-20 | 2019-08-29 | 株式会社竹中工務店 | Press-in construction method |
Citations (1)
| 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 |
-
1991
- 1991-09-11 JP JP3231616A patent/JP2504348B2/en not_active Expired - Lifetime
Patent Citations (1)
| 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 |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008231679A (en) * | 2007-03-16 | 2008-10-02 | Ohbayashi Corp | Grout pouring and forming tube formwork and reinforced concrete members made using the formwork and methods for making reinforced concrete parts |
| JP2015117485A (en) * | 2013-12-17 | 2015-06-25 | 大成建設株式会社 | Method for extending with concrete, gap forming frame and column structure |
| JP2019143350A (en) * | 2018-02-20 | 2019-08-29 | 株式会社竹中工務店 | Press-in construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2504348B2 (en) | 1996-06-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8683773B2 (en) | System and method for leaking crack repair | |
| JPS6358984B2 (en) | ||
| JP2504348B2 (en) | Waterproofing method for concrete splicing part | |
| JP2647445B2 (en) | Repair method for cracks and joints of concrete structures | |
| JP2867038B2 (en) | Repair method for leaking part of concrete structure | |
| JP3041259B2 (en) | Sealing mechanism for defining a sealant-filled region of tensile material and method for forming the sealing mechanism | |
| JP4205827B2 (en) | Reinforcement structure and reinforcement method for existing underground structures | |
| KR102078174B1 (en) | Flexible unit for repairing cracked part of concrete structure and maintenance method of cracked part using the flexible unit | |
| JP3402000B2 (en) | Water stoppage method for joints of concrete structures | |
| JP2887170B2 (en) | Combined backfill injection water stop method | |
| KR100476840B1 (en) | apparatus for easy examining waterproof of wall and grouting method for preventing leakage using the same | |
| JP2599628B2 (en) | Construction method of mountain retaining wall | |
| JPH0227503B2 (en) | ||
| JPH01163316A (en) | Fixing of anchor | |
| JP2887169B2 (en) | Crack injection waterproofing method | |
| JPH047411A (en) | Method for constructing underground fixing section of ground anchor | |
| KR200265427Y1 (en) | A Pipe Connecting Structure using a Fiber Mold | |
| JP2509159B2 (en) | Embankment anchor | |
| JPS60119840A (en) | Joint waterproof construction method | |
| JP2557288B2 (en) | Method for forming cavities in concrete structures | |
| JPH0747454Y2 (en) | Ground anchor anchoring structure | |
| JP2000178988A (en) | Construction joint method for inversely placed concrete | |
| KR20240130300A (en) | Mothod for waterproofing concrete wall surface | |
| JP3395990B2 (en) | Method of manufacturing concrete slab for joint | |
| JPS63236898A (en) | Impregnating-agent filling execution method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19960213 |