JPS6188086A - Grouting method of piping penetrating section - Google Patents

Grouting method of piping penetrating section

Info

Publication number
JPS6188086A
JPS6188086A JP59209073A JP20907384A JPS6188086A JP S6188086 A JPS6188086 A JP S6188086A JP 59209073 A JP59209073 A JP 59209073A JP 20907384 A JP20907384 A JP 20907384A JP S6188086 A JPS6188086 A JP S6188086A
Authority
JP
Japan
Prior art keywords
lath
piping
pipe
hole
sleeve
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
Application number
JP59209073A
Other languages
Japanese (ja)
Other versions
JPH0146752B2 (en
Inventor
国近 正男
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 JP59209073A priority Critical patent/JPS6188086A/en
Publication of JPS6188086A publication Critical patent/JPS6188086A/en
Publication of JPH0146752B2 publication Critical patent/JPH0146752B2/ja
Granted legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/10Nuclear fusion reactors

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)
  • Pipe Accessories (AREA)

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】 (産業上の利用分野) この発明は原子炉建屋、放射線管理建屋等の電気、設備
配管の厚い壁、床等における躯体貫通部のグラウト方法
に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a method for grouting a through-frame part of a thick wall, floor, etc. of electrical equipment piping in a nuclear reactor building, radiation control building, etc.

(発明が解決しようとする問題点) 原子炉建屋、放射線管理建屋の躯体を貫通して電気、設
備配管を設けることが屡々ある。ところでこれらの躯体
は遮蔽構造をなすため壁の場合で1500〜2000 
mmに及ぶものであり、また配管の買置部周辺は遮蔽機
能を損じないよう重量モルタル等を完全にグラウト注入
すると共に、配管を確実に固定することが要求される。
(Problems to be Solved by the Invention) Electrical and equipment piping is often installed through the frames of nuclear reactor buildings and radiation control buildings. By the way, these frames form a shielding structure, so in the case of walls, the cost is 1,500 to 2,000.
mm, and it is necessary to completely inject grout with heavy mortar etc. around the purchasing part of the piping so as not to impair the shielding function, and to securely fix the piping.

(問題点を解決するための手段) この発明は前記要望に対処すべく開発されたもので、グ
ラウト注入および配管の位置決め・固定を確実に行うこ
とができ、作業効率の向上化およびコストの低減化を達
成できる配管貫通部のグラウト方法を提供することを目
的とする。
(Means for Solving the Problems) This invention was developed in order to address the above-mentioned needs, and it is possible to reliably perform grouting and positioning and fixing of piping, thereby improving work efficiency and reducing costs. The purpose of the present invention is to provide a grouting method for pipe penetrations that can achieve

しかして、この発明に係る配管貫通部のグラウト方法は
、スリーブで覆われた躯体貫通孔内に配管を設置し、ス
リーブ側および配管側の開口部近傍位置にラス固定用プ
レートを取付け、該ラス固定用プレート間にワイヤーラ
スを設置し、配管周囲の貫通孔内のラスで仕切られた開
口側にモルタルを塗り、次いてラスで覆われた中空部分
にグラウトを注入することにより、前記目的を達成する
ものである。
Therefore, in the method of grouting a pipe penetration part according to the present invention, the pipe is installed in the through hole of the frame covered with a sleeve, a lath fixing plate is attached to a position near the opening on the sleeve side and the piping side, and the lath The above purpose is achieved by installing a wire lath between the fixing plates, applying mortar to the opening side of the through hole around the pipe that is partitioned by the lath, and then injecting grout into the hollow part covered by the lath. It is something to be achieved.

(実施例) 第1図はこの発明の一実施例を示すもので、第2図c−
tその要部拡大断面図である。
(Embodiment) Fig. 1 shows an embodiment of the present invention, and Fig. 2 c-
t is an enlarged sectional view of the main part thereof.

■ コンクリート壁からなる躯体1に予めスリーブ2を
取付けて貫通孔3を形成し、この貫通孔6の中央部に配
管4を設置し、スリーブ2側端部および配管4側端部の
開口部近傍位置にそれぞれラス固定用プレート5を接着
剤で取付ける。ラス固定用プレート5の接着面積はグラ
ウト注入圧および側圧により決定する。
■ The sleeve 2 is attached to the concrete wall frame 1 in advance to form a through hole 3, the pipe 4 is installed in the center of the through hole 6, and the pipe 4 is installed near the openings of the sleeve 2 side end and the pipe 4 side end. Attach the lath fixing plate 5 to each position using adhesive. The adhesion area of the lath fixing plate 5 is determined by grout injection pressure and lateral pressure.

■ 接着面が硬化したら、ラス固定用プレート5.5間
にワイヤーラス7を取付け、爪6を折り曲げて固定する
■ Once the adhesive surface has hardened, attach the wire lath 7 between the lath fixing plates 5 and 5, and fix by bending the claws 6.

■ 配管4周囲の貫通孔6内に開口部側よりグラウト注
入パイプ8を取付け、前記ワイヤーラス7に当接もしく
は貫通させる。このとき反対側にエア抜きパイプ(図示
せず)をセットする。
(2) A grout injection pipe 8 is installed in the through hole 6 around the pipe 4 from the opening side, and is brought into contact with or penetrates the wire lath 7. At this time, set an air bleed pipe (not shown) on the opposite side.

■ ワイヤーラス7で仕切られた開口側にモルタル9を
塗り、硬化後にラス7で覆われた中空部分にグラウト1
0を注入する。グラウト10が硬化したら、グラウト注
入パイプ8およびエア抜きパイプを取り外し、その空隙
部にモルタル9を塗り、施工を終了する。
■ Apply mortar 9 to the opening side separated by wire lath 7, and after hardening, apply grout 1 to the hollow part covered with wire lath 7.
Inject 0. Once the grout 10 has hardened, the grout injection pipe 8 and the air vent pipe are removed, and mortar 9 is applied to the gap to complete the construction.

第3図は他の実施例を示すもので、コンクリート床から
なる躯体1に配管4を取付けたものである。
FIG. 3 shows another embodiment, in which piping 4 is attached to a frame 1 made of a concrete floor.

この実施例では、中央に配管4の外径よりやや大きい孔
11を穿設しであるカバープレート12を、スリーブ2
の下面側に予め溶接等にて固定しである。そして上面側
には前記実施例と同様にワイヤーラス7、グラウト注入
パイプ8、エア抜きパイプ等を取付け、前述の手順で施
工を行う。
In this embodiment, a cover plate 12 is provided with a hole 11 slightly larger than the outer diameter of the pipe 4 in the center, and a sleeve 2
It is fixed in advance by welding etc. to the lower surface side of the. Then, the wire lath 7, grout injection pipe 8, air bleed pipe, etc. are attached to the upper surface side in the same manner as in the previous embodiment, and construction is carried out according to the procedure described above.

なお、以上図示した実施例においてはクラウド施工後、
配管4に保温材16を巻き付けである。
In addition, in the example illustrated above, after cloud construction,
A heat insulating material 16 is wrapped around the pipe 4.

(発明の効果) ■ 貫通孔内の配管をワイヤーラスで仮固定するので、
位置決め等を容易かつ確実に行うことができ、また型枠
を使用しないにもかかわらずグラウト注入時に配管が動
くおそれがない。
(Effects of the invention) ■ Since the piping inside the through hole is temporarily fixed with wire lath,
Positioning etc. can be performed easily and reliably, and there is no risk of piping moving during grout injection even though no formwork is used.

■ 型枠を使用しないので、作業効率の大幅な向上化、
工期の短縮化およびコストの低減化を達成できる。
■ Since no formwork is used, work efficiency is greatly improved.
It is possible to shorten the construction period and reduce costs.

■ 配管をワイヤーラスで仮固定した後、配管周囲の貫
通孔内のラスで仕切られた開口側にモルタルを塗り、次
いでラスで覆われた中空部分にグラウトを注入すること
により、躯体貫通孔の安全な閉塞がなされ、遮蔽構造物
としての機能を損じない。
■ After temporarily fixing the pipes with wire laths, apply mortar to the opening side of the through-holes around the pipes, which are partitioned by the laths, and then inject grout into the hollow parts covered by the laths to secure the through-holes in the frame. Safe closure is achieved and the function as a shielding structure is not impaired.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明の一実施例を示す断面図、第2図はそ
の要部拡大断面図、第3図は他の実施例を示す断面図で
ある。 1・・躯体、2・・スリーブ、6・・貫通孔、4・・配
管、5・・ラス固定用プレート、6・・爪、7・・ワイ
ヤーラス、8・・グラウト注入パイプ、9・・モルタル
、10・・グラウこト、11・・孔、12・・カバープ
レート、13・・保温材。
FIG. 1 is a sectional view showing one embodiment of the present invention, FIG. 2 is an enlarged sectional view of the main part thereof, and FIG. 3 is a sectional view showing another embodiment. 1. Frame, 2. Sleeve, 6. Through hole, 4. Piping, 5. Lath fixing plate, 6. Nail, 7. Wire lath, 8. Grout injection pipe, 9. Mortar, 10... grout, 11... hole, 12... cover plate, 13... heat insulating material.

Claims (1)

【特許請求の範囲】[Claims] スリーブで覆われた躯体貫通孔内に配管を設置し、スリ
ーブ側および配管側の開口部近傍位置にラス固定用プレ
ートを取付け、該ラス固定用プレート間にワイヤーラス
を設置し、配管周囲の貫通孔内のラスで仕切られた開口
側にモルタルを塗り、次いでラスで覆われた中空部分に
グラウトを注入することを特徴とする配管貫通部のグラ
ウト方法。
Install the piping in the through-hole of the frame covered with a sleeve, install a lath fixing plate near the opening on the sleeve side and the piping side, install a wire lath between the lath fixing plates, and secure the penetration around the piping. A method for grouting a pipe penetration part, characterized by applying mortar to the opening side of the hole partitioned by lath, and then injecting grout into the hollow part covered with lath.
JP59209073A 1984-10-05 1984-10-05 Grouting method of piping penetrating section Granted JPS6188086A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59209073A JPS6188086A (en) 1984-10-05 1984-10-05 Grouting method of piping penetrating section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59209073A JPS6188086A (en) 1984-10-05 1984-10-05 Grouting method of piping penetrating section

Publications (2)

Publication Number Publication Date
JPS6188086A true JPS6188086A (en) 1986-05-06
JPH0146752B2 JPH0146752B2 (en) 1989-10-11

Family

ID=16566804

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59209073A Granted JPS6188086A (en) 1984-10-05 1984-10-05 Grouting method of piping penetrating section

Country Status (1)

Country Link
JP (1) JPS6188086A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013167563A (en) * 2012-02-16 2013-08-29 Shimizu Corp Method for closing shield wall penetrating pipeline

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013167563A (en) * 2012-02-16 2013-08-29 Shimizu Corp Method for closing shield wall penetrating pipeline

Also Published As

Publication number Publication date
JPH0146752B2 (en) 1989-10-11

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