JPS5965687A - Back-filling method for partition penetrating section - Google Patents

Back-filling method for partition penetrating section

Info

Publication number
JPS5965687A
JPS5965687A JP57176090A JP17609082A JPS5965687A JP S5965687 A JPS5965687 A JP S5965687A JP 57176090 A JP57176090 A JP 57176090A JP 17609082 A JP17609082 A JP 17609082A JP S5965687 A JPS5965687 A JP S5965687A
Authority
JP
Japan
Prior art keywords
penetrating
hole
wall
penetration
mortar
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
JP57176090A
Other languages
Japanese (ja)
Other versions
JPH0326311B2 (en
Inventor
松井 二三雄
鴨居 徳俊
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.)
Resonac Holdings Corp
Original Assignee
Showa Denko 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 Showa Denko KK filed Critical Showa Denko KK
Priority to JP57176090A priority Critical patent/JPS5965687A/en
Publication of JPS5965687A publication Critical patent/JPS5965687A/en
Publication of JPH0326311B2 publication Critical patent/JPH0326311B2/ja
Granted legal-status Critical Current

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  • External Artificial Organs (AREA)
  • Curing Cements, Concrete, And Artificial Stone (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】 本発明は、給水、排水、空調、電気工事等の配管、配線
工事を行う際、止むを得ず建築物の床、壁等の区画構造
体に設けた貫通孔へ、管状体その他の貫通体を挿入後、
貫通体と貫通孔との間隙を押戻す方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention applies to through-holes that are unavoidably provided in compartment structures such as floors and walls of buildings when performing piping and wiring work for water supply, drainage, air conditioning, electrical work, etc. , after inserting a tubular body or other penetrating body,
The present invention relates to a method of pushing back the gap between a penetrating body and a through hole.

近時建築物はより高層化が図られると共に、その構造機
能、用途も多岐にわたってきており、それと共に防災性
能に関しても厳密な見直しが進められつつある。 系統
的かつ多数の火災実験が進められ、その成果として建築
物の区画防火即ち、各区画外への延焼防止に関する重要
性が再認識されてきており、このような事情から各区画
を繋ぐ開口部、区画貫通部等についても緻密な論議が行
なわれつつある。
In recent years, buildings have become taller and their structural functions and uses have become more diverse, and along with this, their disaster prevention performance is also being rigorously reviewed. A large number of systematic fire experiments have been carried out, and as a result, the importance of fire prevention in building sections, that is, preventing the spread of fire outside each section, has been reaffirmed. In-depth discussions are also being held regarding areas such as section penetrations.

給水、排水、空調、電気工事等の配管、配線工事を行う
際には止むを得ず、これらの管、線及びこれらを必要に
応じて不燃材料で被覆したもの等の貫通体を通すために
床、壁等に貫通孔を設ける。
When performing piping and wiring work for water supply, drainage, air conditioning, electrical work, etc., it is unavoidable to use penetrating objects such as pipes, wires, and those covered with noncombustible materials as necessary. Provide through holes in floors, walls, etc.

この貫通孔の外径は上記諸種の貫通体の外径よりも大き
くせざるを得ないので貫通孔内壁と」二記貫通体外壁と
のなす間隙で構成される貫通部は施工後火災時の延焼を
防止するために適当な不燃材料で埋戻して密閉する必要
がある。
The outer diameter of this through hole has to be larger than the outside diameter of the various types of penetrating bodies mentioned above, so the penetration part consisting of the gap between the inner wall of the through hole and the outer wall of the penetrating body described in 2. It must be backfilled and sealed with a suitable non-combustible material to prevent the spread of fire.

この埋戻し方法としては従来は、木製、金属製、プラス
チックス製等の板で、かつ中央に前記貫通体外形とほり
等しい孔が設けられ、該孔の外周部から1外方向に向っ
て切り割った板を用いて貫通ブ 体の鍔状体を構成し、該鍔状体を床スラXの下表面や壁
の一万若しくは両方の表面に当接し、釘等で固定したり
、貫通体に巻きつけたバンドと」−記者表面との間で挾
持したりして後、通常のセメント、水混練物等を前記貫
通部に適当な方法で流し込心方式が一般的にとられてい
る。
Conventionally, this backfilling method involves using a board made of wood, metal, plastic, etc., with a hole in the center having the same shape as the outer shape of the penetrating body, and cutting one step outward from the outer periphery of the hole. Construct the flanged body of the penetrating body using the split board, and contact the flanged body with the lower surface of the floor slat A core method is generally used in which ordinary cement, water mixture, etc. is poured into the penetration part by an appropriate method after the material is clamped between a band wrapped around the material and the surface of the material. .

しかし、これらの方法をとる場合、前記鍔状体を各種断
面形状、大きさの貫通体に合せて数多く製作しておかね
ばならないこと、該鍔状体の固定方法、例えばスラブ、
壁等への釘打ち止め、スラブ、壁等への押しつけ用固定
具の使用等の煩雑さがある。
However, when using these methods, it is necessary to manufacture a large number of flanges to match penetrating bodies with various cross-sectional shapes and sizes, and the method of fixing the flanges, such as slabs,
There are complications such as nailing to walls, etc., and using fixtures for pressing onto slabs, walls, etc.

また、主としてセメント、水混練物等の通常の不燃材料
を貫通孔内壁と貫通体外壁との間隙に充填する場合、狭
隘な作業場所で作業する事が多く更に貫通体が貫通孔の
中心からずれて配管されるケースも少なくないために上
記間隙を完全に隙間なく充填することは非常に困難であ
る。万一間隙が残されていると、ここから延焼し、思わ
ぬ大惨事を招いた例もある。
Furthermore, when filling the gap between the inner wall of the through hole and the outer wall of the penetrating body with ordinary noncombustible materials, such as cement or water mixture, the work is often done in a narrow work space, and the penetrating body may shift from the center of the through hole. Since there are many cases in which pipes are piped together, it is extremely difficult to completely fill the above-mentioned gaps without any gaps. In the unlikely event that a gap is left, the fire can spread from there, causing an unexpected catastrophe.

本発明者等は」−記したような問題点について鋭意検討
した結果、気結性の可塑利料を好唸しくは塊状体として
、貫通孔内壁と貫通体例壁とのなす間隙で構成される貫
通部のうち、垂直な貫通部の場合はその少なくとも最下
部分に、また壁や梁貫通等水平な貫通部にあっては該貫
通部の少なくとも両端部分に圧入し、該急結性の可塑材
料の外表面を周囲の構造体外表面と面一になるよう鏝等
を用いて整え、急速な硬化を待って貫通部の残部に高性
能減水剤を添加した流動性の良いモルタルまたはコンク
リートを注入し、隙間なく充填固化することにより極め
て容易に貫通部の埋戻しができることを見出し本発明を
完成した。
As a result of intensive study on the problems mentioned above, the inventors of the present invention have found that the gas-setting plasticizer is preferably made into a lump, and is composed of a gap formed between the inner wall of the through hole and the wall of the penetrating body. Among the penetration parts, in the case of a vertical penetration part, it is press-fitted into at least the lowest part of the penetration part, and in the case of a horizontal penetration part such as a wall or beam penetration part, it is press-fitted into at least both end parts of the penetration part. Use a trowel to prepare the outer surface of the material so that it is flush with the outer surface of the surrounding structure, wait for it to harden rapidly, and then fill the remainder of the penetration with highly fluid mortar or concrete containing a high-performance water reducer. However, they discovered that the penetrating portion can be backfilled extremely easily by filling and solidifying without any gaps, and completed the present invention.

即ち本発明の要旨は、区画構造体の貫通孔に貫通体を挿
入し、該貫通孔の内壁と該貫通体の外壁とのなす間隙で
構成される貫通部のうち垂直なものにあっては少なくと
もその最下部分に、水平なものにあっては該貫通部の少
なくとも両端部分に急結性材料と水との混練物を充填し
、急速に硬化させて後、貫通部残部には高性能減水剤を
添加したモルタルまたはコンクリートを注入し隙間なく
充填固化する区画貫通部の埋戻し方法に関する。
That is, the gist of the present invention is that a penetrating body is inserted into a through hole of a partition structure, and if a perpendicular penetrating part is formed by a gap between an inner wall of the through hole and an outer wall of the penetrating body, At least the lowermost part of the penetrating part, or in the case of a horizontal one, at least both ends of the penetrating part are filled with a mixture of quick-setting material and water, and after rapidly hardening, the remaining part of the penetrating part is filled with a high-performance material. This invention relates to a method for backfilling a section penetrating portion by injecting mortar or concrete added with a water reducing agent and solidifying the filling without any gaps.

本発明に係る急結性材料としては、固化(凝結もしくは
硬化)時間が短いこと、好ましくは配合調整後、5〜6
0分程度で固化すること、貫通孔内壁への接着性が良い
こと、固化時及び固化後の収縮が少ないこと、不燃性で
あること、一定以上の強度カーあること、有害物質を含
まないこと、が要求される。 これらの要求を満たす材
料としては石膏をベースとするもの、セメントをベース
とするもの等が挙げられる。 石膏はそれ自体上記の条
件を満たす急速な固化作用があるので、これに対して必
要に応じて各種の骨材、増量剤、添加剤等を添加して、
急結性材料とすることが可能である。 セメントをベー
スとする場合は、ポルトランドセメント等には上記の条
件を満たす急速な固化特性は無いので、各種のアルミン
酸カルシウム、珪酸ナトリウムまたはこれらを多量に含
む速硬性セメントを添加してやる必要がある。
The rapid setting material according to the present invention has a short solidification (setting or hardening) time, preferably 5 to 6
Solidifies in about 0 minutes, has good adhesion to the inner wall of the through hole, has little shrinkage during and after solidification, is nonflammable, has a certain level of strength, and does not contain harmful substances. , is required. Materials that meet these requirements include those based on gypsum and those based on cement. Since gypsum itself has a rapid solidifying action that satisfies the above conditions, various aggregates, fillers, additives, etc. are added to it as necessary.
It is possible to use it as a quick-setting material. When using cement as a base, since Portland cement and the like do not have the rapid setting properties that meet the above conditions, it is necessary to add various types of calcium aluminate, sodium silicate, or fast-setting cements containing large amounts of these.

本発明に係る高性能減水剤としては次のような塩基、ナ
フタリンスルホン酸ホルム−アルデヒド高縮合物塩系、
リグニンスルホン酸塩系。
The high performance water reducing agent according to the present invention includes the following bases, naphthalene sulfonic acid formaldehyde high condensate salts,
Lignosulfonate type.

いずれも分子中に疎水性グループと親水性グループとを
もち、セメント粒子表面に吸着し、粒子間の反発を起し
て分散性を増す効果がある。
Both have a hydrophobic group and a hydrophilic group in their molecules, and have the effect of adsorbing to the surface of cement particles, causing repulsion between particles and increasing dispersibility.

高性能減水剤を添加しないモルタル捷たけコンクリート
を通常は狭隘である作業場所で細かい貫通部にも完全に
充填するのは前述したように極めて困難であるが、かと
云って練り混ぜ水を多くして見かけ流動性を−にけたモ
ルタルまたはコンクリートは水とセメント系成分とが硬
化までに分離してしまい、目的とする固化物が得られな
い。
As mentioned above, it is extremely difficult to completely fill small penetrations with mortar-mixed concrete that does not contain a high-performance water reducer in a work place that is usually small, but it is difficult to completely fill small penetrations with mortar concrete without adding a high-performance water reducer. In mortar or concrete that has poor apparent fluidity, water and cement components separate before hardening, making it impossible to obtain the desired solidified product.

即ち、貫通部の細かな間隙にも完全に充填しうるような
流動性の高い材料を用いた注入作業を実現するには本発
明の高性能減水剤が不可欠である。
That is, the high-performance water reducing agent of the present invention is essential in order to realize injection work using a material with high fluidity that can completely fill even the small gaps of the penetrating portion.

本発明における高性能減水剤を添加したモルタルまたは
コンクリートは極めて流動性に富むため埋め戻し作業は
例えばジヨウ口などを用いて注入することもできる。 
また床貫通部では最後は床とシにするのに鏝を用いる必
要もなく、水平面とすることもできる。 壁、梁の貫通
部の埋め戻しにおいても、に泥流動性に優れているため
、急結性材料で両端部を塗りこめたその最−1一部に孔
を設けここから注入により充填を行うことができる。
Since the mortar or concrete to which the high-performance water reducing agent of the present invention has been added has extremely high fluidity, backfilling can also be performed using, for example, a pothole.
Furthermore, in the floor penetrating portion, there is no need to use a trowel to finally connect it to the floor, and it can be a horizontal surface. Even when backfilling the penetrations of walls and beams, since it has excellent mud flowability, a hole is made in the first part of both ends filled with quick-setting material and the filling is done by pouring from there. be able to.

刊記すると、壁、梁等の水平な貫通部における−に配性
入孔は、注入作業が終了したのち、まだ固化しないうち
に再び前記急結性材料を押しこんで閉塞し鏝で周囲と面
一になるように仕上げれば充填は完全になる。
In this paper, after the injection work has been completed, the quick-setting material is again pushed into the holes in the horizontal penetrations of walls, beams, etc., before they solidify, and the holes are sealed with a trowel. If you finish it flush, the filling will be complete.

以」−記述した如く、本発明の区画貫通部の埋戻し方法
は2種の材料を組合せて用いるだけで極めて簡便に作業
を進めることができ、しかも空隙は完全に不燃物で充填
固化されるため、防災面でもこの部分からの延焼の心配
が無く有用である。
As described above, the method of backfilling the compartment penetration part of the present invention can be carried out extremely simply by using a combination of two types of materials, and the voids can be completely filled and solidified with noncombustible material. Therefore, it is useful in terms of disaster prevention as there is no fear of fire spreading from this area.

以下に実施例を示し、本発明を更に詳しく説明する。EXAMPLES The present invention will be explained in more detail with reference to Examples below.

実施例 床スラブ(厚さ約I Q cnl )に内径約20cm
の貫通孔が穿孔されており、ここを通して外径約13霊
のセメント被覆合成樹脂管の排水管が配管された。 貫
通孔内壁と制゛水管外壁との間隙は最大55cm1最小
で15cmであった。
Example floor slab (thickness about I Q cnl) with an inner diameter of about 20 cm
A through hole was drilled through which a cement-coated synthetic resin drainage pipe with an outer diameter of about 13mm was installed. The gap between the inner wall of the through hole and the outer wall of the water control pipe was 55 cm at maximum and 15 cm at minimum.

以下に示す組成の急結性モルタルを手早く混練し塊状体
を作りこの間隙部の下側から該塊状体をおしこみ、下表
面を鏝で仕、J−げた。塊状体のおしこみ深さは1〜2
cmであった。
Quick-setting mortar having the composition shown below was quickly kneaded to form a lump, and the lump was pushed into the gap from below, and the lower surface was troweled and J-shaped. The depth of lumps is 1 to 2.
It was cm.

急結性モルタル組成      重量部ポルトランドセ
メント     50 アルミナセメント        10アルミン酸ナト
リウム       1珪  砂          
  12水                 273
0分後、予め水で混練した次の組成のモルタルを先端に
細い注ぎ口があるジョウロ様の容器に入れ[1[I記貫
通部の−にから床スラブ上面と面一になるまで流し込ん
だ。  l昼夜後、約1胴程度沈みが見られたが貫通部
の埋め戻しは完全であった。
Rapid setting mortar composition Weight parts Portland cement 50 Alumina cement 10 Sodium aluminate 1 Silica Sand
12 Wednesday 273
After 0 minutes, mortar of the following composition, which had been mixed in advance with water, was placed in a watering can-like container with a thin spout at the tip. . After one day and night, approximately one shell was seen to have sunk, but the penetration area had been completely backfilled.

注入用モルタル組成       重量部ポルトランド
セメント       220骨材(川砂)     
     650特許出願人 昭和電工株式会社 代理1人 弁理士菊地精−
Mortar composition for injection Weight part Portland cement 220 aggregate (river sand)
650 patent applicant Showa Denko Co., Ltd. (1 representative) Patent attorney Sei Kikuchi

Claims (1)

【特許請求の範囲】[Claims] 区画構造体の貫通孔に貫通体を挿入し、該貫通孔の内壁
と該貫通体の外壁とのなす間隙で構成される貫通部のう
ち垂直なものにあっては少なくともその最下部分に、水
平なものにあっては該貫通部の少なくとも両端部分に急
結性材料と水との混練物を充填し、急速に硬化させて後
貫通部残部には高性能減水剤を添加したモルタルまたは
コンクリートを注入し隙間なく充填固化することを特徴
とする区画貫通部の埋戻し方法。
A penetrating body is inserted into a through hole of a partition structure, and in the case of a vertical penetrating part formed by a gap between an inner wall of the through hole and an outer wall of the penetrating body, at least the lowermost part thereof, For horizontal ones, at least both ends of the penetration are filled with a mixture of a quick-setting material and water, and the mixture is rapidly hardened, followed by mortar or concrete with a high-performance water reducing agent added to the remainder of the penetration. A method for backfilling a section penetrating portion, characterized by injecting and solidifying the filling without any gaps.
JP57176090A 1982-10-08 1982-10-08 Back-filling method for partition penetrating section Granted JPS5965687A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP57176090A JPS5965687A (en) 1982-10-08 1982-10-08 Back-filling method for partition penetrating section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP57176090A JPS5965687A (en) 1982-10-08 1982-10-08 Back-filling method for partition penetrating section

Publications (2)

Publication Number Publication Date
JPS5965687A true JPS5965687A (en) 1984-04-13
JPH0326311B2 JPH0326311B2 (en) 1991-04-10

Family

ID=16007527

Family Applications (1)

Application Number Title Priority Date Filing Date
JP57176090A Granted JPS5965687A (en) 1982-10-08 1982-10-08 Back-filling method for partition penetrating section

Country Status (1)

Country Link
JP (1) JPS5965687A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60235508A (en) * 1984-05-08 1985-11-22 Showa Denko Kk Reflecting plate for circularly polarized wave antenna

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60235508A (en) * 1984-05-08 1985-11-22 Showa Denko Kk Reflecting plate for circularly polarized wave antenna
JPH0562482B2 (en) * 1984-05-08 1993-09-08 Showa Denko Kk

Also Published As

Publication number Publication date
JPH0326311B2 (en) 1991-04-10

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