JPH0326311B2 - - Google Patents

Info

Publication number
JPH0326311B2
JPH0326311B2 JP57176090A JP17609082A JPH0326311B2 JP H0326311 B2 JPH0326311 B2 JP H0326311B2 JP 57176090 A JP57176090 A JP 57176090A JP 17609082 A JP17609082 A JP 17609082A JP H0326311 B2 JPH0326311 B2 JP H0326311B2
Authority
JP
Japan
Prior art keywords
hole
wall
penetrating
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.)
Expired - Lifetime
Application number
JP57176090A
Other languages
Japanese (ja)
Other versions
JPS5965687A (en
Inventor
Fumio Matsui
Noritoshi Kamoi
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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  • Curing Cements, Concrete, And Artificial Stone (AREA)
  • External Artificial Organs (AREA)

Description

【発明の詳細な説明】 本発明は、結水、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
埋戻す方法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention is intended for use when performing piping and wiring work for water condensation, drainage, air conditioning, electrical work, etc.
The present invention relates to a method of inserting a tubular body or other penetrating body into a through hole provided in a partitioning structure such as a wall, and then backfilling a gap between the penetrating body and the 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、用途も多岐にわたつてきており、
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止即ち、
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 higher and taller, and their structures, functions, and uses have become more diverse.
At the same time, a rigorous review of disaster prevention performance is also underway. Systematic and numerous fire experiments have been carried out, and the results have been the prevention of building zoning, i.e.
The importance of preventing the spread of fire outside each compartment has been reaffirmed, and due to this situation, detailed discussions are also being held regarding openings that connect each compartment, compartment penetrations, etc.

結水、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 condensation, drainage, air conditioning, electrical work, etc., it is unavoidable to pass through such 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上記
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 penetrating part consisting of the gap between the inner wall of the through hole and the outer wall of the penetrating body prevents the spread of fire in the event of a fire after construction. To prevent this, it is necessary to backfill and seal with suitable non-combustible material.

この埋戻し方法としては従来は、木製、金属
製、プラスチツクス製等の板で、かつ中央に前記
貫通体外形とほゞ等しい孔が設けられ、該孔の外
周部から1外方向に向つて切り割つた板を用いて
貫通体の鍔状体を構成し、該鍔状体を床スラブの
下表面や壁の一方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
上記各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
流し込む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 that is approximately the same as the outer shape of the penetrating body, and one direction outward from the outer periphery of the hole. Constructing a collar-like body of the penetrating body using a cut plate, and abutting the collar-like body on the lower surface of the floor slab and one or both surfaces of the wall,
The general method is to fix the penetrating body with nails, etc., or to clamp it between a band wrapped around the penetrating body and each of the above-mentioned surfaces, and then pouring ordinary cement, water mixture, etc. into the penetrating part by an appropriate method. It's being targeted.

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 the penetrating body with various cross-sectional shapes and sizes, and the method of fixing the flanges to a slab, wall, etc. is difficult. There are complications such as the use of nailing and fixing devices for pressing against 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.

本発明者等は上記したような問題点について鋭
意検討した結果、気結性の可塑材料を好ましくは
塊状体として、貫通孔内壁と貫通体外壁とのなす
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つ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、急速な硬化を待つて貫通部の残部に
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 studies on the above-mentioned problems, the inventors of the present invention have found that, in a through-hole formed by a gap between an inner wall of a through-hole and an outer wall of a through-hole, a gas-condensable plastic material is preferably used as a lump. 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, and the outer surface of the quick-setting plastic material is press-fitted. Use a trowel to make it flush with the outer surface of the surrounding structure, wait for it to harden rapidly, and fill the remainder of the penetration with highly fluid mortar or concrete containing a high-performance water reducing agent, filling it without any gaps. The present invention was completed by discovering that by solidifying, the penetrating portion can be backfilled very easily.

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
のにあつては少なくともその最下部分に、水平な
ものにあつ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合物を充填し、急速に硬化
させて、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
填固定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 in the case of a vertical penetrating part that is constituted 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 penetration part, or at least both end parts of the penetration part in the case of a horizontal one, is filled with a mixture of quick-setting material and water and rapidly hardened, and the remaining part of the penetration part is filled with a high-performance water reducer. The present invention relates to a method for backfilling a section penetrating portion by injecting mortar or concrete added with and filling and fixing 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、5〜60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
強度があること、有害物質含まないこと、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、各種のアルミナ酸カルシウム、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 should have a short solidification (setting or hardening) time, preferably solidify in about 5 to 60 minutes after adjusting the formulation, have good adhesion to the inner wall of the through hole, and solidify. It is required that there is little shrinkage during and after solidification, that it is non-flammable, that it has strength above a certain level, and that it does not contain harmful substances. 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, it is possible to add various aggregates, fillers, additives, etc. to it as necessary to make it a quick-setting material. It is. When using cement as a base, Portland cement and the like do not have the rapid solidifying properties that meet the above conditions, so it is necessary to add various calcium aluminates, 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
ものが例示される。なお、これらの製法例は特公
昭43−21659、特公昭41−11737、特開昭57−
145059等に記載されている。
Examples of the high performance water reducing agent according to the present invention include the following. Examples of these manufacturing methods are JP-A No. 43-21659, JP-A No. 41-11737, and JP-A No. 57-Sho.
145059 etc.

メラミンスルホン酸ホルムアルデヒド高縮合物
塩系、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。
Melamine sulfonic acid formaldehyde high condensate salts, naphthalene sulfonic acid formaldehyde high condensate salts, lignin sulfonate salts.

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
間の反撥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またはコン
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、かと云つて練り混ぜ水を多くし
て見かけ流動性を上げ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 or concrete that does not contain a high-performance water reducer in a work area that is usually confined to a small space. In mortar or concrete with increased apparent fluidity, water and cementitious 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ロ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面
一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、上記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上部に孔を設けこ
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 carried out using, for example, a pouring pot. Further, in the floor penetrating portion, there is no need to use a trowel to make the end flush with the floor, and it can be a horizontal surface. Even when backfilling the penetration parts of walls and beams, because of the above-mentioned excellent fluidity, it is possible to make a hole at the top of both ends filled with the quick-setting material and perform the filling by injecting from there.

付記すると、壁、梁等の水平な貫通部における
上記注入孔は、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仕上げれば充填
は完全になる。
As an additional note, after the injection work is completed, the above-mentioned quick-setting material is again pushed into the injection hole in a horizontal penetrating part of a wall, beam, etc., before it solidifies, and the hole is closed and made flush with the surrounding area using a trowel. If you finish it like this, the filling will be complete.

以上記述した如く、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
て簡単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 since the void is completely filled and solidified with non-combustible material, It is also 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。
The present invention will be explained in more detail with reference to Examples below.

実施例 床スラブ(厚さ約10mm)に内径約20cmの貫通孔
が穿孔されており、ここを通して外径的13cmのセ
メント被覆合成樹脂管の排水管が配管された。貫
通孔内壁と排水管外壁との間隙は最大5.5cm、最
小で1.5cmであつた。
Example A through hole with an inner diameter of about 20 cm was bored in a floor slab (about 10 mm thick), and a cement-coated synthetic resin drain pipe with an outer diameter of 13 cm was installed through this hole. The gap between the inner wall of the through hole and the outer wall of the drain pipe was 5.5 cm at maximum and 1.5 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、下表面を鏝で仕上げた。塊状体のおし
こみ深さは1〜2cmであつた。
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 finished with a trowel. The depth of the lump was 1 to 2 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 27 30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ヨウロ様の容器に入
れ前記貫通部の上から床スラブ上面と面一になる
まで流し込んだ。1昼夜後、約1mm程度沈みが見
られたが貫通部の埋戻しは完全であつた。
Rapid setting mortar composition Parts by weight Portland cement 50 Alumina cement 10 Sodium aluminate 1 Silica sand 12 Water 27 After 30 minutes, mix mortar with the following composition with water in advance and place it in a water bottle-like container with a thin spout at the tip. It was poured from above the penetration part until it was flush with the top surface of the floor slab. After one day and night, approximately 1mm of sinkage was observed, but the backfilling of the penetration part was complete.

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 メラミンスルホン酸ホルムアルデヒド高縮合物の
ナトリウム塩 3 水 127
Composition of mortar for injection Parts by weight Portland cement 220 Aggregate (river sand) 650 Sodium salt of melamine sulfonic acid formaldehyde high condensate 3 Water 127

Claims (1)

【特許請求の範囲】[Claims] 1 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つては少なく
ともその最下部分に、水平なものにあつては該貫
通部の少なくともその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。
1. Insert a penetrating body into a through-hole of a partition structure, and in the case of a vertical penetrating part consisting of a gap between the inner wall of the through-hole and the outer wall of the penetrating body, at least the lowest part thereof. In the case of a horizontal type, at least both end portions of the penetration are filled with a mixture of a quick-setting material and water, and the mixture is rapidly hardened, followed by a mortar with a high performance water reducing agent added to the remainder of the penetration. Or, a method for backfilling a section penetration, which is characterized by pouring concrete 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 JPS5965687A (en) 1984-04-13
JPH0326311B2 true 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)

Families Citing this family (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

Also Published As

Publication number Publication date
JPS5965687A (en) 1984-04-13

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