JP2017008551A - Wall penetrating sleeve unit and partition wall construction method using the same - Google Patents

Wall penetrating sleeve unit and partition wall construction method using the same Download PDF

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JP2017008551A
JP2017008551A JP2015124069A JP2015124069A JP2017008551A JP 2017008551 A JP2017008551 A JP 2017008551A JP 2015124069 A JP2015124069 A JP 2015124069A JP 2015124069 A JP2015124069 A JP 2015124069A JP 2017008551 A JP2017008551 A JP 2017008551A
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partition wall
wall
sleeve unit
floor
construction method
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JP6078110B2 (en
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秀也 藤木
Hideya Fujiki
秀也 藤木
努 倉戸
Tsutomu Kurato
努 倉戸
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Shinryo Corp
Shinryo Air Conditioning Co Ltd
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Shinryo Air Conditioning Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a wall penetrating sleeve unit capable of reducing a construction period and improving work efficiency and safety.SOLUTION: A wall penetrating sleeve unit 1 is disposed on a penetrating section 13 of a partition wall 10, which is formed by fitting a board material 15 on a substrate material 14 between floor slabs 11, 12 on upper and lower floors. The wall penetrating sleeve unit comprises: a metal frame body, which is formed into a rectangular shape by upper, lower, right and left members; a metal cover body on which an aperture surrounded by the frame body is formed so that the metal cover body can block the aperture; and a sleeve, which penetrates the cover body. The upper member of the frame body is fixed on undersurface of the floor slab 12 of upper floor.SELECTED DRAWING: Figure 1

Description

本発明は、下地材にボード材を取り付けて形成される間仕切壁の貫通部分に設けられる壁貫通スリーブユニット、及び該壁貫通スリーブユニットを使用して間仕切壁を施工する方法に関するものである。   The present invention relates to a wall penetration sleeve unit provided at a penetration portion of a partition wall formed by attaching a board material to a base material, and a method for constructing a partition wall using the wall penetration sleeve unit.

一般に、建築物の上下階の床スラブ間において防火区画や建築基準法施行令第114条区画等を形成するため、下地材である軽量鉄骨(LGS)に石膏ボード等の各種ボード材を貼り付けた間仕切壁が設けられることがある。この間仕切壁の上部には、機械・電気設備用の天井配管やダクト等が貫通する場合がある。従来、この場合の間仕切壁は、以下の手順で施工される(図8の上側のフロー参照)。   Generally, various board materials such as gypsum board are pasted on the lightweight steel frame (LGS), which is the base material, in order to form fire prevention sections and Article 114 sections of the Building Standards Law Enforcement Ordinance between floor slabs on the upper and lower floors of buildings. A partition wall may be provided. In some cases, ceiling pipes or ducts for mechanical / electrical equipment may penetrate the upper part of the partition wall. Conventionally, the partition wall in this case is constructed in the following procedure (see the upper flow in FIG. 8).

(1)上階の床スラブ等の型枠解体後、上階の止水措置を行う。
(2)間仕切壁の墨出し及び該間仕切壁の貫通部分の開口墨出しを行う。
(3)間仕切壁と干渉しない箇所において部分的に配管やダクト等を施工する。
(4)墨出しされた間仕切壁の貫通部分を避けて軽量鉄骨(LGS)工事を施工し、必要に応じて該貫通部分の開口を補強する。
(5)軽量鉄骨(LGS)の両面側にボード材を全面的に取り付ける工事を施工する。
(6)ボード材の配管やダクト等の貫通部分に対して開口作業を行う。
(7)間仕切壁を貫通する配管やダクト等を吊り込み、設備工事を施工する。この際、配管やダクト等は上階の床スラブ等の躯体から貫通部分の前後において支持し、軽量鉄骨(LGS)及びボード材には荷重を掛けないようにする。
(8)間仕切壁の配管やダクト等の貫通部分にロックウールを充填して区画貫通処理を行う。
(1) After dismantling the formwork such as floor slabs on the upper floor, take measures to stop the water on the upper floor.
(2) Inking the partition wall and performing opening inking of the penetrating portion of the partition wall.
(3) A pipe or duct is partially constructed at a location that does not interfere with the partition wall.
(4) A lightweight steel (LGS) work is performed avoiding the penetrating portion of the partition wall that has been marked, and the opening of the penetrating portion is reinforced as necessary.
(5) Construction work for attaching the board material to both sides of the lightweight steel frame (LGS) is performed.
(6) An opening operation is performed on a penetrating part such as a pipe or duct of the board material.
(7) Suspend piping, ducts, etc. that penetrate the partition wall, and construct equipment. At this time, piping, ducts, and the like are supported before and after the penetrating portion from a casing such as a floor slab on the upper floor so that a load is not applied to the light steel frame (LGS) and the board material.
(8) Filling through portions such as pipes and ducts of the partition wall with rock wool to perform partition penetration processing.

また、従来、この種の間仕切壁を貫通する配管やダクト等の設置作業の簡略化及び迅速化を図ることを目的として、例えば、特許文献1に記載されているように、間仕切壁の配管やダクト等の貫通部分にスリーブユニットを設置する施工方法も提案されている。この場合の間仕切壁は、以下の手順で施工される(図9の上側のフロー参照)。   Conventionally, for the purpose of simplifying and speeding up installation work such as piping and ducts penetrating this kind of partition wall, for example, as described in Patent Document 1, A construction method has also been proposed in which a sleeve unit is installed in a penetrating portion such as a duct. In this case, the partition wall is constructed according to the following procedure (see the upper flow in FIG. 9).

(1)上階の床スラブ等の型枠解体後、上階の止水措置を行う。
(2)間仕切壁の墨出し及び該間仕切壁の貫通部分の開口墨出しを行う。
(3)間仕切壁と干渉しない箇所において部分的に配管やダクト等を施工する。
(4)墨出しされた間仕切壁の貫通部分を避けて軽量鉄骨(LGS)工事を施工し、必要に応じて該貫通部分の開口を補強する。
(5)スリーブユニットを軽量鉄骨(LGS)の貫通部分に取り付ける。
(6)スリーブユニットを貫通する配管やダクト等の設備工事を施工する。
(7)配管やダクト等が貫通する部分にロックウールを充填して区画貫通処理を行う。
(8)スリーブユニットを避けて軽量鉄骨(LGS)の両面側にボード材を取り付ける。
(1) After dismantling the formwork such as floor slabs on the upper floor, take measures to stop the water on the upper floor.
(2) Inking the partition wall and performing opening inking of the penetrating portion of the partition wall.
(3) A pipe or duct is partially constructed at a location that does not interfere with the partition wall.
(4) A lightweight steel (LGS) work is performed avoiding the penetrating portion of the partition wall that has been marked, and the opening of the penetrating portion is reinforced as necessary.
(5) A sleeve unit is attached to the penetration part of a lightweight steel frame (LGS).
(6) Install facilities such as pipes and ducts that penetrate the sleeve unit.
(7) A section through process is performed by filling rock wool into a portion through which a pipe or duct penetrates.
(8) A board material is attached to both sides of a lightweight steel frame (LGS) avoiding the sleeve unit.

特開2005−220639号公報Japanese Patent Laid-Open No. 2005-220639

しかしながら、上記した従来の間仕切壁の施工方法では、前者及び後者によるいずれの方法でも、以下のような問題点が生じていた。   However, the conventional partition wall construction method described above has the following problems in both the former method and the latter method.

(1)上階の床スラブ等の型枠解体後、上階の止水措置が完了するまで、間仕切壁の設置や設備工事を施工することができないため、工期の短縮化が図り難い。
(2)軽量鉄骨(LGS)工事、ボード材貼り付け工事、及び設備工事の作業手順が複雑に絡み合い、他工程の影響を受け易いため、作業効率や作業の安全性を高めることが難しい。
(3)各業種の施工業者が同一のエリアで同時に仮設材や資材を保管するためのスペースを必要とするため、作業スペースの確保が難しい。
(4)作業工程及び工数が多いため、施工ミスが発生する虞がある。
(1) After dismantling the formwork such as floor slabs on the upper floors, it is difficult to shorten the construction period because it is impossible to install partition walls or construct facilities until the water stoppage measures on the upper floors are completed.
(2) Work procedures of lightweight steel (LGS) construction, board material pasting construction, and equipment construction are complicatedly entangled and easily affected by other processes, so it is difficult to improve work efficiency and work safety.
(3) It is difficult to secure a work space because a contractor in each industry requires a space for storing temporary materials and materials at the same time in the same area.
(4) Since there are many work processes and man-hours, there is a risk of construction errors.

また、従来の後者による施工方法では、スリーブユニットの左右の長さを軽量鉄骨(LGS)の建て込みピッチ幅(通常、450mm)の整数倍に合わせるか、或いは建て込みピッチ幅が整数倍でない場合にはスリーブユニット左右端の位置に軽量鉄骨(LGS)の追加補強が必要であるため、配管やダクトの配置に制約が生じたり、或いは、スリーブユニットの左右の長さを必要以上に大きくしたりする必要があるといった問題も生じていた。   Also, in the conventional construction method by the latter, when the length of the sleeve unit is adjusted to an integral multiple of the light steel (LGS) built-in pitch width (usually 450 mm) or the built-in pitch width is not an integral multiple Since additional reinforcement of lightweight steel (LGS) is required at the left and right ends of the sleeve unit, there are restrictions on the arrangement of pipes and ducts, or the left and right lengths of the sleeve unit are made larger than necessary. There was also a problem that it was necessary to do.

さらに、軽量鉄骨(LGS)の建て込み後にスリーブユニットを取り付ける手順となっているため、スリーブユニット用の開口及びその補強工事を軽量鉄骨(LGS)に施工する手間が掛かるといった問題も生じていた。   Furthermore, since it is a procedure for attaching the sleeve unit after the light steel frame (LGS) is built, there has been a problem that it takes time and effort to construct the opening for the sleeve unit and its reinforcement work on the light steel frame (LGS).

本発明は、上記した各種課題を解決すべくなされたものであり、工期の短縮化や作業の効率及び安全性の向上等を図ることのできる壁貫通スリーブユニット及び間仕切壁施工方法を提供することを目的とするものである。   The present invention has been made to solve the various problems described above, and provides a wall penetration sleeve unit and a partition wall construction method capable of shortening the construction period and improving work efficiency and safety. It is intended.

上記した目的を達成するため、本発明は、上下階の床スラブ間において、下地材にボード材を取り付けて形成される間仕切壁の貫通部分に設けられる壁貫通スリーブユニットであって、上下左右の部材により矩形状に形成される金属製の枠体と、該枠体で囲まれた開口を閉塞可能に形成される金属製の蓋体と、該蓋体を貫通するスリーブと、を備え、前記枠体の上側部材が前記上階の床スラブの下面に固定可能に形成されていることを特徴とする。   In order to achieve the above-described object, the present invention is a wall-penetrating sleeve unit provided in a penetrating portion of a partition wall formed by attaching a board material to a base material between floor slabs of upper and lower floors, A metal frame formed in a rectangular shape by a member, a metal lid formed so as to be able to close an opening surrounded by the frame, and a sleeve penetrating the lid, The upper member of the frame is formed so as to be fixed to the lower surface of the floor slab on the upper floor.

これにより、下地材の開口補強をしたり、ボード材の開口作業を行ったりする必要がないため、作業工程及び工数を削減することができ、施工ミスの発生を抑制することができる。   Thereby, since it is not necessary to reinforce the opening of the base material or to perform the opening work of the board material, the work process and man-hours can be reduced, and the occurrence of construction errors can be suppressed.

また、本発明は、上記した壁貫通スリーブユニットを使用して前記間仕切壁を施工する方法であって、前記上階の床スラブの施工後、前記間仕切壁の下地材の施工前に、前記枠体の上側部分を前記上階の床スラブの下面に固定することで前記壁貫通スリーブを取り付けた後に、前記スリーブに天井配管を貫通させて該天井配管の吊り込み工事を施工することを特徴とする。   Further, the present invention is a method of constructing the partition wall using the above-described wall penetrating sleeve unit, wherein after the construction of the floor slab of the upper floor, before construction of the base material of the partition wall, the frame After attaching the wall penetration sleeve by fixing the upper part of the body to the lower surface of the floor slab on the upper floor, the ceiling pipe is penetrated through the sleeve and the ceiling pipe is suspended. To do.

これにより、上階の止水措置が完了するまで待つことなく、上階の止水措置の作業期間中に、下階において、間仕切壁の施工より先行して、天井配管の吊り込み工事を施工することができるため、工期の短縮化を図ることができる。   As a result, the suspension work for the ceiling piping was carried out on the lower floor prior to the construction of the partition walls during the work period for the water stoppage on the upper floor without waiting for the completion of the water stoppage on the upper floor. Therefore, the construction period can be shortened.

また、本発明に係る間仕切壁施工方法は、前記壁貫通スリーブユニットの取り付け及び前記天井配管の吊り込み工事の施工後に、前記壁貫通スリーブユニットに合わせて、前記下地材を施工すると共に該下地材に前記ボード材を固定することで、前記間仕切壁を施工することを特徴とする。   In addition, the partition wall construction method according to the present invention is configured such that after the wall penetration sleeve unit is attached and the ceiling pipe is suspended, the foundation material is constructed according to the wall penetration sleeve unit and the foundation material. The partition wall is constructed by fixing the board material to the wall.

これにより、天井配管の吊り込み工事と内装工事との作業手順が単純化され、ボード材の墨出し等の合番作業がなくなり、作業の段取り替えや手待ち等、他の工程の影響を受けることが少ないため、作業効率を高めることができると共に、作業の安全性を高めることができる。   This simplifies the work procedure of the ceiling pipe suspension work and interior work, eliminates the numbering work such as drawing out the board material, and is affected by other processes such as work changeover and waiting. Therefore, work efficiency can be improved and work safety can be improved.

また、本発明に係る間仕切壁施工方法は、前記上階の床スラブの施工後、該上階の止水措置が完了したエリアから順次、前記間仕切壁の下地材の施工を開始することを特徴とする。   The partition wall construction method according to the present invention is characterized in that after the construction of the floor slab on the upper floor, construction of the base material of the partition wall is started sequentially from the area where the water stop measures on the upper floor are completed. And

同一階であっても異なるエリアで、天井配管の吊り込み工事と間仕切壁の下地材の施工を重複して行うことができるため、さらなる工期の短縮化を図ることができる。   Even on the same floor, it is possible to overlap the ceiling pipe suspension work and the partition wall base material construction in different areas, so that the construction period can be further shortened.

本発明によれば、工期の短縮化や作業の効率及び安全性の向上を図ることのできる等、種々の優れた効果を得ることができる。   According to the present invention, it is possible to obtain various excellent effects such as shortening the work period and improving work efficiency and safety.

本発明の実施の形態における間仕切壁を示す正面図である。It is a front view which shows the partition wall in embodiment of this invention. 本発明の実施の形態における間仕切壁の上部を示す断面図である。It is sectional drawing which shows the upper part of the partition wall in embodiment of this invention. 本発明の実施の形態に係る壁貫通スリーブユニットを示す斜視図である。It is a perspective view which shows the wall penetration sleeve unit which concerns on embodiment of this invention. 本発明の実施の形態に係る間仕切壁施工方法を示す説明図である。It is explanatory drawing which shows the partition wall construction method which concerns on embodiment of this invention. 本発明の実施の形態に係る間仕切壁施工方法を示す説明図である。It is explanatory drawing which shows the partition wall construction method which concerns on embodiment of this invention. 本発明の実施の形態に係る間仕切壁施工方法を示す説明図である。It is explanatory drawing which shows the partition wall construction method which concerns on embodiment of this invention. 本発明の実施の形態に係る間仕切壁施工方法を示す説明図である。It is explanatory drawing which shows the partition wall construction method which concerns on embodiment of this invention. 本発明の実施の形態に係る間仕切壁施工方法を従来の施工方法と比較して示すフロー図である。It is a flowchart which shows the partition wall construction method which concerns on embodiment of this invention compared with the conventional construction method. 本発明の実施の形態に係る間仕切壁施工方法を従来の別の施工方法と比較して示すフロー図である。It is a flowchart which shows the partition wall construction method which concerns on embodiment of this invention compared with another conventional construction method.

以下、図面を参照しつつ、本発明の実施の形態に係る壁貫通スリーブユニット1及び該壁貫通スリーブユニット1を使用して間仕切壁10を施工する方法について説明する。なお、以下の説明では、建築基準法施行令第114条区画を形成する間仕切壁10に壁貫通スリーブユニット1を使用する場合について例示して説明する。   Hereinafter, a wall penetrating sleeve unit 1 according to an embodiment of the present invention and a method for constructing a partition wall 10 using the wall penetrating sleeve unit 1 will be described with reference to the drawings. In addition, in the following description, the case where the wall penetration sleeve unit 1 is used for the partition wall 10 which forms Building Standard Act enforcement order Article 114 division is illustrated and demonstrated.

まず、図1及び図2により、本発明の実施の形態における間仕切壁10について説明する。ここで、図1は、間仕切壁10を示す正面図、図2は間仕切壁10の上部を示す断面図である。   First, the partition wall 10 in the embodiment of the present invention will be described with reference to FIGS. 1 and 2. Here, FIG. 1 is a front view showing the partition wall 10, and FIG. 2 is a cross-sectional view showing the upper part of the partition wall 10.

本発明の実施の形態における間仕切壁10は、施工対象となる階(以下「下階」と言う。)の床スラブ11と該下階の直上階(以下「上階」と言う。)の床スラブ12との間を仕切るように設けられる。間仕切壁10の上部には、壁貫通スリーブユニット1を設置するための貫通部分13が矩形状に開口されている。間仕切壁10は、下地材としての軽量鉄骨(LGS)14と、この軽量鉄骨(LGS)14の両面側にそれぞれ2枚貼りされるボード材としての石膏ボード15と、により構成されており、100mm程度の厚さを有している。   The partition wall 10 according to the embodiment of the present invention includes a floor slab 11 on a floor (hereinafter referred to as “lower floor”) to be constructed and a floor immediately above the lower floor (hereinafter referred to as “upper floor”). It is provided so as to partition the slab 12. In the upper part of the partition wall 10, a penetrating portion 13 for installing the wall penetrating sleeve unit 1 is opened in a rectangular shape. The partition wall 10 is composed of a lightweight steel frame (LGS) 14 as a base material, and a gypsum board 15 as a board material that is pasted on both sides of the lightweight steel frame (LGS) 14. It has a thickness of about.

次に、図2に加えて、図3を参照しつつ、本発明の実施の形態に係る壁貫通スリーブユニット1について詳細に説明する。ここで、図3は、壁貫通スリーブユニット1を示す斜視図である。   Next, the wall penetration sleeve unit 1 according to the embodiment of the present invention will be described in detail with reference to FIG. 3 in addition to FIG. Here, FIG. 3 is a perspective view showing the wall penetration sleeve unit 1.

この壁貫通スリーブユニット1は、1.6mmの厚みを有する亜鉛鉄板を箱状に加工することにより形成されており、横長矩形筒状に形成される枠体2と、枠体2に囲まれた開口を閉塞可能に形成される蓋体3と、蓋体3を貫通するスリーブ4と、を備えて構成されている。   This wall penetration sleeve unit 1 is formed by processing a zinc iron plate having a thickness of 1.6 mm into a box shape, and is surrounded by a frame body 2 formed in a horizontally long rectangular tube shape, and the frame body 2. The lid 3 is formed so as to be able to close the opening, and the sleeve 4 passes through the lid 3.

枠体2は、互いに平行を成すように上下に配設される上側部材2a及び下側部材2bと、互いに平行を成すように左右に配設される左側部材2c及び右側部材2dと、により構成されている。上側部材2a及び下側部材2bは、それぞれ、左右の長さが1000mmで幅が200mmに形成され、左側部材2c及び右側部材2dは、それぞれ、高さが500mmで幅が200mmに形成されている。すなわち、上側部材2a、下側部材2b、左側部材2c、及び右側部材2dの幅は、間仕切壁10の厚みより大きめに設定されている。また、上側部材2aには、左右2箇所にそれぞれ、直径13mmの丸孔5が穿設され、これにより、壁貫通スリーブユニット1は上階の床スラブ12に直接固定可能となっている。   The frame 2 is composed of an upper member 2a and a lower member 2b that are arranged vertically so as to be parallel to each other, and a left member 2c and a right member 2d that are arranged on the left and right so as to be parallel to each other. Has been. The upper member 2a and the lower member 2b have a left and right length of 1000 mm and a width of 200 mm, respectively, and the left member 2c and the right member 2d have a height of 500 mm and a width of 200 mm, respectively. . That is, the widths of the upper member 2 a, the lower member 2 b, the left member 2 c, and the right member 2 d are set to be larger than the thickness of the partition wall 10. Further, the upper member 2a is formed with circular holes 5 having a diameter of 13 mm at two locations on the left and right sides, so that the wall penetration sleeve unit 1 can be directly fixed to the floor slab 12 on the upper floor.

蓋体3は、枠体2の一開口端側を閉塞するように配設されており、左右の長さが1000mmで高さが500mmに形成されている。なお、壁貫通ユニット1が遮音壁等の間仕切壁に使用される場合には、この蓋体3の内面に厚さ50mmのロックウール6(又はグラスウール)を貼付してもよい。   The lid body 3 is disposed so as to close one opening end side of the frame body 2 and has a left and right length of 1000 mm and a height of 500 mm. In addition, when the wall penetration unit 1 is used for partition walls, such as a sound insulation wall, you may stick the rock wool 6 (or glass wool) of thickness 50mm to the inner surface of this cover body 3. FIG.

スリーブ4は、左側から右側に向かって、1本のダクト用スリーブ4aと、3本の配管用スリーブ4b,4c,4dと、が並設されて構成されている。ダクト用スリーブ4aは、直径250mmの円筒形状を有しており、その中心と左側部材2cとの間隔が200mmとなるように配置されている。各配管用スリーブ部4b,4c,4dは、それぞれ、直径150mmの円筒形状を有しており、最も左側の配管用スリーブ4bの中心とダクト用スリーブ4aの中心との間隔が300mm、各配管用スリーブ4b,4c,4dの中心同市の間隔が200mm、最も右側の配管用スリーブ4dの中心と右側部材2dとの間隔が100mmとなるように配置されている。   The sleeve 4 is composed of one duct sleeve 4a and three pipe sleeves 4b, 4c, 4d arranged in parallel from the left side to the right side. The duct sleeve 4a has a cylindrical shape with a diameter of 250 mm, and is arranged such that the distance between the center and the left side member 2c is 200 mm. Each of the piping sleeve portions 4b, 4c and 4d has a cylindrical shape with a diameter of 150 mm, and the distance between the center of the leftmost piping sleeve 4b and the center of the duct sleeve 4a is 300 mm. The sleeves 4b, 4c and 4d are arranged such that the distance between the centers of the sleeves 4b, 4c and 4d is 200 mm, and the distance between the center of the rightmost piping sleeve 4d and the right member 2d is 100 mm.

次に、図1〜図3に加えて、図4〜図9を参照しつつ、上記した構成を備えた壁貫通スリーブユニット1を使用して間仕切壁10を施工する方法について説明する。ここで、図4〜7は本発明の実施の形態に係る間仕切壁施工方法を示す説明図、図8は本発明の実施の形態に係る間仕切壁施工方法を従来の施工方法と比較して示すフロー図、図9は本発明の実施の形態に係る間仕切壁施工方法を従来の別の施工方法と比較して示すフロー図である。なお、図8及び図9において、破線の枠は建築工事を示し、実線の枠は機械・電気設備工事を示している。   Next, a method for constructing the partition wall 10 using the wall penetration sleeve unit 1 having the above-described configuration will be described with reference to FIGS. 4 to 9 in addition to FIGS. 4-7 is explanatory drawing which shows the partition wall construction method which concerns on embodiment of this invention, FIG. 8 shows the partition wall construction method which concerns on embodiment of this invention in comparison with the conventional construction method. FIG. 9 is a flowchart showing the partition wall construction method according to the embodiment of the present invention in comparison with another conventional construction method. In FIGS. 8 and 9, broken line frames indicate construction work, and solid line frames indicate mechanical / electrical equipment work.

本発明の実施の形態に係る間仕切壁施工方法は、以下の手順で行われる。
(1)上階の床スラブ12のコンクリートを打設し、その養生期間が経過した後、下階において型枠16や支保工17の解体工事を行う(特に、図4、図8、及び図9参照)。
The partition wall construction method according to the embodiment of the present invention is performed in the following procedure.
(1) The concrete of the floor slab 12 on the upper floor is placed, and after the curing period has elapsed, the disassembly work of the formwork 16 and the support work 17 is performed on the lower floor (in particular, FIG. 4, FIG. 8 and FIG. 9).

(2)下階の床スラブ11上に描かれた基準墨を利用して、上階の床スラブ12の下面の丸孔5に対応する位置に、アンカーボルト18を埋め込む。丸孔5を介してこのアンカーボルト18にボルト及びナット24を螺挿し、壁貫通スリーブユニット1を床スラブ11の下面に固定する(特に、図5、図8及び図9の下側のフロー参照)。 (2) An anchor bolt 18 is embedded at a position corresponding to the round hole 5 on the lower surface of the floor slab 12 on the upper floor, using the reference ink drawn on the floor slab 11 on the lower floor. Bolts and nuts 24 are screwed into the anchor bolts 18 through the round holes 5 to fix the wall-penetrating sleeve unit 1 to the lower surface of the floor slab 11 (particularly, refer to the lower flow in FIGS. 5, 8, and 9). ).

(3)下階の床スラブ11上に描かれた間仕切壁10用の墨出しを利用して、壁貫通スリーブユニット1のスリーブ4を貫通するダクト19及び配管20の吊り込み工事を行う。また、ダクト19や配管20がスリーブ4を貫通する部分にロックウール25(図2参照)を充填して区画貫通処理を行うと共に、必要に応じて、ダクト19及び配管20にグラスウール26(図2参照)等の保温材を周設する(特に、図6、図8及び図9の下側のフロー参照)。 (3) Using the ink marking for the partition wall 10 drawn on the floor slab 11 on the lower floor, the duct 19 penetrating the sleeve 4 of the wall penetration sleeve unit 1 and the piping 20 are suspended. Further, the section 19 through which the duct 19 or the pipe 20 penetrates the sleeve 4 is filled with rock wool 25 (see FIG. 2) to perform the partition penetration process, and if necessary, the duct 19 and the pipe 20 are filled with glass wool 26 (see FIG. 2). (Refer to the lower flow of FIGS. 6, 8, and 9).

(4)上階の止水措置が完了したエリアから順次、下階の床スラブ11上に描かれた間仕切壁10用の墨出しを利用して、間仕切壁10の下地材である軽量鉄骨(LGS)14の建て込みを行う。この時、枠体2の下側部材2bには下方から軽量鉄骨(LGS)14の上端を当接させると共に、枠体2の左側部材2c及び右側部材2dには側方から軽量鉄骨(LGS)14の側面を当接させるように施工することで、壁貫通スリーブユニット1を合わせて軽量鉄骨(LGS)14を容易に建て込むことができる(特に、図7、図8及び図9の下側のフロー参照)。 (4) From the area where the water stop measures on the upper floor have been completed, the lightweight steel frame that is the base material of the partition wall 10 using the ink marking for the partition wall 10 drawn on the floor slab 11 on the lower floor ( LGS) 14 is built. At this time, the lower end member 2b of the frame body 2 is brought into contact with the upper end of the light steel frame (LGS) 14 from below, and the left side member 2c and the right side member 2d of the frame body 2 are lightened from the side. By constructing so that the side surfaces of 14 are brought into contact with each other, a lightweight steel frame (LGS) 14 can be easily built together with the wall penetration sleeve unit 1 (particularly, the lower side of FIGS. 7, 8 and 9). Refer to the flow of

(5)軽量鉄骨(LGS)14に対して両面側からボード材である石膏ボード15を取り付ける(特に、図1、図8及び図9の下側のフロー参照)。 (5) The gypsum board 15 which is a board material is attached to the lightweight steel frame (LGS) 14 from both sides (particularly, refer to the lower flow in FIGS. 1, 8 and 9).

このように本発明の実施の形態に係る間仕切壁施工方法によれば、上階の床スラブ12等の型枠16や支保工17の解体後、上階の止水措置が完了するまで待つことなく(上階の止水措置の作業期間中に)、下階において、間仕切壁10の施工より先行して、設備工事を施工することができるため、工期の短縮化を図ることができる。また、壁貫通スリーブユニット1の左右の長さを軽量鉄骨(LGS)の建て込みピッチ幅(通常、450mm)の整数倍に合わせる必要や、スリーブユニット左右端の位置での軽量鉄骨(LGS)の追加補強を行う必要がないため、ダクト19や配管20の配置に制約が生じたり、或いは、枠体2の左右の長さを必要以上に大きくしたりする必要がない。   As described above, according to the partition wall construction method according to the embodiment of the present invention, after disassembling the formwork 16 such as the floor slab 12 on the upper floor and the support work 17, wait until the water stoppage on the upper floor is completed. There is no (during the work period of the water stoppage on the upper floor), and on the lower floor, it is possible to construct the facility work prior to the construction of the partition wall 10, so that the construction period can be shortened. In addition, it is necessary to adjust the left and right lengths of the wall-penetrating sleeve unit 1 to an integral multiple of the built-in pitch width (usually 450 mm) of the lightweight steel frame (LGS), and the lightweight steel frame (LGS) at the left and right ends of the sleeve unit. Since there is no need to perform additional reinforcement, there is no need to restrict the arrangement of the duct 19 and the pipe 20, or it is not necessary to increase the left and right lengths of the frame body 2 more than necessary.

また、設備工事の施工完了後に、間仕切壁10の設置等の内装工事を施工することにより、設備工事を中断することなく、連続的に行うことができる。すなわち、設備工事と内装工事との作業手順が単純化され、石膏ボード15の墨出し等の合番作業がなくなり、作業の段取り替えや手待ち等、他の工程の影響を受けることが少ない。したがって、作業効率を高めることができると共に、作業の安全性を高めることができる。   In addition, after the completion of the installation of the facility work, the interior work such as the installation of the partition wall 10 can be performed continuously without interruption of the facility work. In other words, the work procedure of the facility work and the interior work is simplified, the numbering work such as marking out the gypsum board 15 is eliminated, and it is less likely to be affected by other processes such as work changeover and waiting. Therefore, work efficiency can be enhanced and work safety can be enhanced.

また、各業種の施工業者が同一のエリアで同時に仮設材や資材を保管するためのスペースを必要としないため、作業スペースの確保が容易となる。   In addition, it is easy for a contractor of each industry to secure a work space because it does not require a space for storing temporary materials and materials at the same time in the same area.

また、壁貫通スリーブユニット1を上階の床スラブ12に直接固定することにより、軽量鉄骨(LGS)14の開口補強をしたり、石膏ボード15の開口作業を行ったりする必要がない。したがって、作業工程及び工数を削減することができ、施工ミスの発生を抑制することができる。さらに、軽量鉄骨(LGS)14や石膏ボード15等の産業廃棄物の発生を抑制することができると共に、運搬作業の軽減化を図ることができる。   Further, by directly fixing the wall penetration sleeve unit 1 to the floor slab 12 on the upper floor, it is not necessary to reinforce the opening of the light steel frame (LGS) 14 or to perform the opening operation of the gypsum board 15. Therefore, work processes and man-hours can be reduced, and the occurrence of construction errors can be suppressed. Furthermore, generation | occurrence | production of industrial wastes, such as a lightweight steel frame (LGS) 14 and the gypsum board 15, can be suppressed, and reduction of conveyance work can be aimed at.

また、枠体2の下側部材2b、左側部材2c、及び右側部材2dの幅が、間仕切壁10の厚みより大きめに設定されているため、多少の施工誤差が生じたとしても、軽量鉄骨(LGS)14の建て込み時及び石膏ボード15の取り付け時に枠体2を定規として利用することができる。したがって、内装工事の作業性をより高めることができる。   Further, since the width of the lower member 2b, the left member 2c, and the right member 2d of the frame 2 is set to be larger than the thickness of the partition wall 10, even if a slight construction error occurs, a lightweight steel frame ( The frame body 2 can be used as a ruler when the LGS) 14 is installed and when the gypsum board 15 is attached. Therefore, the workability of the interior work can be further improved.

例えば、病床90床を有する3000mのフロアで天井内空調設備工事を行うと仮定した場合、従来の施工方法では、この空調設備工事に800人工の作業員が必要になると予想されるのに対して、本発明の施工方法によれば、同様の空調設備工事を614人工の作業員で行うことができ、186人工の工数削減が可能となるという試算結果を得ることができた。さらに、上記フロア当たり、4〜5週間程度の工期短縮化が可能となるという試算結果を得ることもできた。 For example, assuming that the ceiling air conditioning work is performed on a 3000 m 2 floor having 90 beds, the conventional construction method is expected to require 800 artificial workers for the air conditioning work. Thus, according to the construction method of the present invention, the same air conditioning equipment construction can be carried out by 614 artificial workers, and a trial calculation result that 186 artificial man-hours can be reduced can be obtained. Furthermore, it was possible to obtain a trial calculation result that the construction period could be shortened by about 4 to 5 weeks per floor.

なお、上記した本発明の実施の形態の説明では、壁貫通スリーブユニット1が建築基準法施行令第114条区画を形成する間仕切壁10の貫通部分13に取り付けられる場合について説明したが、これは単なる例示であり、本発明をこの形態に限定する趣旨ではない。すなわち、本発明は、防火区画を形成する間仕切壁、遮音壁、或いは防火区画等を形成せずに単に空間を仕切るための間仕切壁にも適用可能であり、また、間仕切壁の下地材及びボード材は、木製にする等、上記した材質以外のものを使用してもよい。   In the above description of the embodiment of the present invention, the case where the wall penetration sleeve unit 1 is attached to the penetration portion 13 of the partition wall 10 that forms the Building Standard Law Enforcement Ordinance Article 114 section has been described. It is merely an example and is not intended to limit the present invention to this form. That is, the present invention can also be applied to a partition wall for forming a fire prevention compartment, a sound insulation wall, or a partition wall for simply partitioning a space without forming a fire prevention compartment or the like. May use materials other than those described above, such as wood.

さらに、上記した本発明の実施の形態の説明は、本発明に係る壁貫通スリーブユニット及び間仕切壁施工方法における好適な実施の形態を説明しているため、形状、サイズ、構造等、技術的に好ましい種々の限定を付している場合もあるが、本発明の技術範囲は、特に本発明を限定する記載がない限り、これらの態様に限定されるものではない。すなわち、上記した本発明の実施の形態における構成要素は適宜、既存の構成要素等との置き換えが可能であり、かつ、他の既存の構成要素との組合せを含む様々なバリエーションが可能であり、上記した本発明の実施の形態の記載をもって、特許請求の範囲に記載された発明の内容を限定するものではない。   Furthermore, since the above description of the embodiment of the present invention describes a preferred embodiment of the wall penetration sleeve unit and the partition wall construction method according to the present invention, the shape, size, structure, etc. Various preferred limitations may be given, but the technical scope of the present invention is not limited to these embodiments unless specifically described to limit the present invention. That is, the above-described components in the embodiment of the present invention can be appropriately replaced with existing components and the like, and various variations including combinations with other existing components are possible. The description of the embodiment of the present invention described above does not limit the contents of the invention described in the claims.

本発明の技術は、特に、防火上主要な間仕切壁で区画される多数の病室を有し、空調換気ダクト、空調用冷水温水配管、医療ガス配管、自動制御配管、給湯給水配管等による間仕切壁の貫通箇所の多い病院の他、ホテル、娯楽・商業施設、学校、老人福祉施設、オフィスビル等の用途の建造物に利用が見込まれるものである。   The technology of the present invention has a large number of hospital rooms partitioned by main partition walls for fire prevention, and partition walls by air conditioning ventilation ducts, air conditioning cold / hot water piping, medical gas piping, automatic control piping, hot water supply / water supply piping, etc. In addition to hospitals with many penetrating points, it is expected to be used in buildings such as hotels, entertainment / commercial facilities, schools, welfare facilities for the elderly, and office buildings.

1 壁貫通スリーブユニット
2 (壁貫通スリーブユニットの)枠体
2a (壁貫通スリーブユニットの)上側部分
3 (壁貫通スリーブユニットの)蓋体
4 スリーブ
10 間仕切壁
11 下階の床スラブ
12 上階の床スラブ
13 貫通部分
14 軽量鉄骨(下地材)
15 石膏ボード(ボード材)
19 ダクト(天井配管)
20 配管(天井配管)
DESCRIPTION OF SYMBOLS 1 Wall penetration sleeve unit 2 Frame (of wall penetration sleeve unit) 2a Upper part (of wall penetration sleeve unit) 3 Cover body (of wall penetration sleeve unit) 4 Sleeve 10 Partition wall 11 Lower floor slab 12 Upper floor Floor slab 13 Penetration part 14 Light steel frame (base material)
15 Gypsum board (board material)
19 Duct (ceiling piping)
20 Piping (ceiling piping)

Claims (4)

上下階の床スラブ間において、下地材にボード材を取り付けて形成される間仕切壁の貫通部分に設けられる壁貫通スリーブユニットであって、
上下左右の部材により矩形状に形成される金属製の枠体と、
該枠体で囲まれた開口を閉塞可能に形成される金属製の蓋体と、
該蓋体を貫通するスリーブと、
を備え、前記枠体の上側部材が前記上階の床スラブの下面に固定可能に形成されていることを特徴とする壁貫通スリーブユニット。
Between the floor slabs of the upper and lower floors, it is a wall penetration sleeve unit provided in the penetration part of the partition wall formed by attaching the board material to the base material,
A metal frame formed in a rectangular shape by upper, lower, left and right members;
A metal lid formed so as to be able to close the opening surrounded by the frame;
A sleeve penetrating the lid;
The wall-penetrating sleeve unit is characterized in that the upper member of the frame is formed so as to be fixed to the lower surface of the floor slab on the upper floor.
請求項1に記載の壁貫通スリーブユニットを使用して前記間仕切壁を施工する方法であって、
前記上階の床スラブの施工後、前記間仕切壁の下地材の施工前に、前記枠体の上側部分を前記上階の床スラブの下面に固定することで前記壁貫通スリーブを取り付けた後に、前記スリーブに天井配管を貫通させて該天井配管の吊り込み工事を施工することを特徴とする間仕切壁施工方法。
A method of constructing the partition wall using the wall penetration sleeve unit according to claim 1,
After installing the upper floor slab, before installing the partition wall base material, after attaching the wall penetration sleeve by fixing the upper portion of the frame to the lower surface of the upper floor slab, A partition wall construction method, wherein a ceiling pipe is passed through the sleeve and a ceiling pipe is suspended.
前記壁貫通スリーブユニットの取り付け及び前記天井配管の吊り込み工事の施工後に、前記壁貫通スリーブユニットに合わせて、前記下地材を施工すると共に該下地材に前記ボード材を固定することで、前記間仕切壁を施工することを特徴とする請求項2に記載の間仕切壁施工方法。   After the wall penetration sleeve unit is attached and the ceiling pipe is suspended, the base material is constructed in accordance with the wall penetration sleeve unit and the board material is fixed to the base material. The partition wall construction method according to claim 2, wherein a wall is constructed. 前記上階の床スラブの施工後、該上階の止水措置が完了したエリアから順次、前記間仕切壁の下地材の施工を開始することを特徴とする請求項3に記載の間仕切壁施工方法。

4. The partition wall construction method according to claim 3, wherein after the construction of the floor slab on the upper floor, construction of the base material of the partition wall is started sequentially from the area where the water stop measures on the upper floor are completed. .

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