JPH0813675A - Piping structure under floor - Google Patents

Piping structure under floor

Info

Publication number
JPH0813675A
JPH0813675A JP14765894A JP14765894A JPH0813675A JP H0813675 A JPH0813675 A JP H0813675A JP 14765894 A JP14765894 A JP 14765894A JP 14765894 A JP14765894 A JP 14765894A JP H0813675 A JPH0813675 A JP H0813675A
Authority
JP
Japan
Prior art keywords
joists
joist
floor member
piping structure
sides
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
JP14765894A
Other languages
Japanese (ja)
Other versions
JP3224179B2 (en
Inventor
Ikuo Nakai
郁夫 中井
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes Co Ltd
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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP14765894A priority Critical patent/JP3224179B2/en
Publication of JPH0813675A publication Critical patent/JPH0813675A/en
Application granted granted Critical
Publication of JP3224179B2 publication Critical patent/JP3224179B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PURPOSE:To facilitate fitting works of floor joists regardless of kinds and sizes of pipes and the fitting positions. CONSTITUTION:In a piping structure under a floor in which floor members 10 are arranged on a plurality of parallelly installed joists 8A, 8B, the joists 8A, 8B are parallelly installed at every equal distance P and a pipe 15 is laid at a part 9 lacking in joists. Reinforcing floor members 11 which have the same level with the floor members 10 or almost the same level with it at the upper face and the thicker members than the floor members 10, are laid on the lacking part 9 in joists.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は床部材の下に配管が配置
された床下配管構造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underfloor piping structure in which piping is arranged under a floor member.

【0002】[0002]

【背景技術】建物は、在来工法、パネル工法あるいはユ
ニット工法等の種々の工法により施工される。このう
ち、ユニット工法は、建設現場での施工期間を短縮する
ため、工場において、上梁、下梁及び柱から形成される
骨組みに外壁材や内装材等を取り付けた建物ユニットを
複数製造し、これらの建物ユニットを建設現場まで搬送
した後、前後、左右、上下に組み合わせてユニット式建
物を施工するものである。このユニット式建物も他の工
法による建物と同様に、複数並設された根太の上に床部
材が配置され、この床部材の下に配管が配置された床下
配管構造を有する。
BACKGROUND ART Buildings are constructed by various construction methods such as conventional construction methods, panel construction methods and unit construction methods. Among them, the unit construction method, in order to shorten the construction period at the construction site, in the factory, manufacturing a plurality of building units in which outer wall materials, interior materials, etc. are attached to the frame formed from upper beams, lower beams and columns, After transporting these building units to the construction site, they are combined in front, back, left and right, and up and down to construct a unit type building. This unit-type building also has a underfloor piping structure in which a floor member is arranged on a plurality of joists arranged in parallel and piping is arranged under the floor member, as in the case of a building by another construction method.

【0003】この床下配管構造においては、従来、配管
を取り付ける際に根太が邪魔にならないようにするた
め、根太は配管の取付位置を避けて配置されている。配
管は、その種類により大きさ、取付位置が相違するた
め、従来では、配管の種類に応じて根太の取付位置を変
えている。例えば、ユニット工法では、工場において、
互いに対向配置された2本の下梁の間に複数の根太を架
け渡すが、これらの根太の取付位置は配管の有無、配管
の大きさ及び取付位置により相違する。
In this underfloor piping structure, the joists are conventionally arranged so as to avoid the installation position of the piping so that the joists do not interfere with the installation of the piping. Since the size and the mounting position of the pipe differ depending on the type, conventionally, the mounting position of the joist is changed according to the type of the pipe. For example, in the unit construction method, in the factory,
A plurality of joists are bridged between two lower beams that are arranged to face each other, but the installation positions of these joists differ depending on the presence or absence of piping, the size of the piping, and the installation position.

【0004】[0004]

【発明が解決しようとする課題】前述の従来例では、配
管の種類や大きさに応じて根太の取付位置を変えている
ため、根太の取付作業が煩雑になるという問題点があ
る。このため、特に、ユニット工法による建物の場合で
は、建物ユニットの標準化が図れず、建物ユニットの製
造効率が向上しないという不都合が生じる。
In the above-mentioned conventional example, since the installation position of the joist is changed according to the type and size of the pipe, there is a problem that the installation work of the joist becomes complicated. Therefore, particularly in the case of a building by the unit construction method, standardization of the building unit cannot be achieved, and there is a disadvantage that the manufacturing efficiency of the building unit cannot be improved.

【0005】ここに、本発明の目的は、配管の種類、大
きさ又は取付位置にかかわらず根太の取付作業が容易と
なる床下配管構造を提供することにある。
It is an object of the present invention to provide an underfloor piping structure which facilitates the work of attaching joists regardless of the type, size or attachment position of the pipe.

【0006】[0006]

【課題を解決するための手段】そのため、本発明は、配
管の大きさや取付位置にかかわらず根太の取付位置を標
準化し、配管の配置位置を根太が欠損された根太欠損部
とするとともに根太欠損部に補強用床部材を設けて前記
目的を達成しようとするものである。具体的には、本発
明の床下配管構造は、複数並設された根太の上に床部材
が配置されこの床部材の下に配管が配置された床下配管
構造であって、前記根太の並設間隔は等間隔であり、前
記配管が配置された位置は根太が欠損された根太欠損部
であり、この根太欠損部に、上面が前記床部材の上面と
同一又は略同一とされるとともに厚さが前記床部材より
厚くなった補強用床部材が設けられていることを特徴と
する。
Therefore, according to the present invention, the joist attachment position is standardized regardless of the size and attachment position of the pipe, and the arrangement position of the pipe is a joist defect portion in which the joist is lost and the joist defect is generated. It is intended to achieve the above-mentioned object by providing a reinforcing floor member to the portion. Specifically, the underfloor piping structure of the present invention is an underfloor piping structure in which a floor member is arranged on a plurality of joists arranged side by side and piping is arranged under this floor member, and the joists are arranged in parallel. The intervals are equal intervals, the position where the pipe is arranged is a joist defect part in which joists are missing, and the top surface of the joist defect part is the same as or substantially the same as the top surface of the floor member, and the thickness is also the same. Is provided with a reinforcing floor member thicker than the floor member.

【0007】ここで、前記補強用床部材は、その両側部
が前記根太欠損部の両側の根太で支持されている構造で
もよい。さらに、前記根太欠損部の両側の根太を金属製
としてもよい。また、前記補強用床部材は1枚の板材か
ら形成されているものでもよく、あるいは、両側下面が
前記根太欠損部の両側の根太に支持された第1の板材
と、この第1の板材の下面に接合された第2の板材との
複数枚の板材から形成されているものでもよい。さら
に、本発明の床下配管構造はユニット式建物を構成する
建物ユニットの床下に適用してもよい。
Here, the reinforcing floor member may have a structure in which both sides thereof are supported by joists on both sides of the joist defect portion. Furthermore, the joists on both sides of the joist defect portion may be made of metal. Further, the reinforcing floor member may be formed of a single plate material, or a first plate material having lower surfaces on both sides supported by joists on both sides of the joist defect portion, and the first plate material. It may be formed of a plurality of plate materials including the second plate material joined to the lower surface. Furthermore, the underfloor piping structure of the present invention may be applied under the floor of a building unit that constitutes a unit-type building.

【0008】[0008]

【作用】根太を互いに等間隔に複数並設し、これらの根
太の上に床部材を配置する。この際、配管が配置される
部分の上方は根太を配置せず、欠損させて根太欠損部を
形成し、この根太欠損部から配管を所定位置に取り付け
る。その後、この根太欠損部を補強用床部材で閉塞す
る。この状態では、補強用床部材の上面は前記床部材の
上面と同一又は略同一であるので、補強用床部材とこの
補強用床部材と隣合う床部材との段差は生じない。
[Function] A plurality of joists are arranged in parallel at equal intervals, and the floor member is arranged on these joists. At this time, the joist is not arranged above the portion where the pipe is arranged, and the joist is cut to form a jog defect portion, and the pipe is attached to a predetermined position from the jog defect portion. Then, the joist defect portion is closed with a reinforcing floor member. In this state, since the upper surface of the reinforcing floor member is the same as or substantially the same as the upper surface of the floor member, there is no step between the reinforcing floor member and the floor member adjacent to the reinforcing floor member.

【0009】ここで、前記補強床部材の両側部が前記根
太欠損部の両側の根太で支持された場合では、補強用床
部材の両側部を釘等で根太に固定する。さらに、ユニッ
ト式建物を構成する建物ユニットに前記床下配管構造を
適用する場合では、建物ユニットの製造時に前述の作業
を行う。即ち、工場において、互いに対向する2本の長
辺下梁の間に複数の根太を等間隔に並設するとともに根
太欠損部を形成し、さらに、2本の長辺下梁の端部に上
下2本の短辺梁及び2本の柱から構成される妻パネルを
2枚取り付け、これらの妻パネルの上端部に天井パネル
を取り付けて骨組みを形成し、この骨組みに外壁材、内
装材を取り付ける。さらに、根太の上に床部材を配置
し、根太欠損部に配管を配置した後、この根太欠損部を
補強用床部材で塞ぐ。このようにして製造された建物ユ
ニットを建設現場まで搬送した後、基礎の上に配置して
ユニット式建物を施工する。
Here, when both sides of the reinforcing floor member are supported by the joists on both sides of the joist defect portion, both sides of the reinforcing floor member are fixed to the joists with nails or the like. Furthermore, when the underfloor piping structure is applied to a building unit that constitutes a unit-type building, the above-mentioned work is performed when the building unit is manufactured. That is, in a factory, a plurality of joists are arranged side by side at equal intervals between two long side lower joists that are facing each other and a joist defect portion is formed. Attach two gable panels consisting of two short-side beams and two columns, attach a ceiling panel to the upper end of these gable panels to form a frame, and attach external wall materials and interior materials to this frame. . Further, a floor member is arranged on the joist, a pipe is arranged at the joist defect portion, and then the joist defect portion is closed by the reinforcing floor member. After the building unit manufactured in this way is transported to the construction site, it is placed on a foundation to construct a unit-type building.

【0010】[0010]

【実施例】以下、本発明の実施例を図面に基づいて詳細
に説明する。図1には本発明の第1実施例にかかる配管
床下構造が適用される建物ユニットの骨組みが示されて
いる。図1において、建物ユニット1は長辺上梁2、短
辺上梁3、柱4、長辺下梁5及び短辺下梁6から略箱型
の骨組み7が形成され、この骨組み7に図示しない外壁
材や内装材が取り付けられた構造である。この構造の建
物ユニット1は図示しない基礎の上で前後左右上下に複
数組み合わせられてユニット式建物を構成する。長辺下
梁5は2本対向配置されており、この長辺下梁5に架け
渡されるように複数の根太8A,8Bが並設されてい
る。これらの根太8A,8Bは並設間隔が寸法Pの等間
隔とされており、その一部に根太欠損部9が形成されて
いる。この根太欠損部9は1本の根太が欠損されて形成
されたものであり、その幅寸法は2Pである。根太欠損
部9の両側の根太8Aは金属製であり、他の根太8Bは
木製である。
Embodiments of the present invention will now be described in detail with reference to the drawings. FIG. 1 shows a framework of a building unit to which a pipe underfloor structure according to a first embodiment of the present invention is applied. In FIG. 1, a building unit 1 has a long box upper beam 2, a short side upper beam 3, a column 4, a long side lower beam 5 and a short side lower beam 6 and a substantially box-shaped frame 7 is formed on the frame 7. It is a structure with external wall materials and interior materials attached. A plurality of building units 1 having this structure are combined in a front-rear direction, a left-right direction, and an upper-lower direction on a foundation (not shown) to form a unit-type building. Two long-side lower beams 5 are arranged so as to face each other, and a plurality of joists 8A and 8B are arranged in parallel so as to span the long-side lower beams 5. These joists 8A and 8B are arranged at equal intervals of the dimension P, and joist defect portions 9 are formed in a part thereof. The joist defect portion 9 is formed by missing one joist and has a width dimension of 2P. The joists 8A on both sides of the joist defect portion 9 are made of metal, and the other joists 8B are made of wood.

【0011】図2には第1実施例の床下配管構造が示さ
れている。図2において、根太欠損部9の両側には、そ
れぞれ根太8A,8Bの上に床部材10が配置されてい
る。この床部材10は、厚さD1のパーティクルボードか
ら構成されており、釘で根太8A,8Bに固定されてい
る。根太欠損部9には補強用床部材11が設けられてい
る。この補強用床部材11は両側下面が根太欠損部9の
両側の根太8Aに支持された第1の板材12と、この第
1の板材12の下面に接合された第2の板材13との2
枚の板材から形成されている。これらの第1及び第2の
板材12,13はそれぞれパーィクルボードから構成さ
れており、第1の板材12及び床部材10の上には図示
しない床仕上げ材(例えば、フローリング材)が配置さ
れている。
FIG. 2 shows the underfloor piping structure of the first embodiment. In FIG. 2, floor members 10 are arranged on the joists 8A and 8B on both sides of the joist defect portion 9, respectively. The floor member 10 is composed of a particle board having a thickness D 1 , and is fixed to the joists 8A and 8B with nails. A reinforcement floor member 11 is provided on the joist defect portion 9. The reinforcing floor member 11 has a first plate member 12 whose lower surfaces are supported by the joists 8A on both sides of the joist defect portion 9 and a second plate member 13 which is joined to the lower surface of the first plate member 12.
It is formed from a single plate. The first and second plate members 12 and 13 are each made of particle board, and a floor finishing material (for example, flooring material) (not shown) is arranged on the first plate member 12 and the floor member 10. .

【0012】第1の板材12の厚さは床部材10と同じ
D1であり、第2の板材13の厚さはD2である。従って、
補強用床部材11は、その上面が床部材10の上面と同
一であり、かつ、その全体の厚さは(D1+D2)であり床
部材10より厚い。なお、補強用床部材11の上面は床
部材10の上面と必ずしも完全な同一である必要はな
く、略同一であればよい。この略同一とは補強用床部材
11と床部材10とで段差が実質的にない範囲をいう。
また、図2では、第1の板材12及び第2の板材13は
それぞれ1枚の板材から構成したが、これらの板材1
2,13のいずれか一方又は双方が複数の板材から構成
されるものでもよい。
The thickness of the first plate member 12 is the same as that of the floor member 10.
D 1 and the thickness of the second plate member 13 is D 2 . Therefore,
The upper surface of the reinforcing floor member 11 is the same as the upper surface of the floor member 10, and the total thickness thereof is (D 1 + D 2 ), which is thicker than the floor member 10. The upper surface of the reinforcing floor member 11 does not necessarily have to be completely the same as the upper surface of the floor member 10, and may be substantially the same. The term “substantially the same” means a range in which there is substantially no step between the reinforcing floor member 11 and the floor member 10.
Further, in FIG. 2, the first plate member 12 and the second plate member 13 are each composed of one plate member, but these plate members 1
Either or both of 2 and 13 may be composed of a plurality of plate materials.

【0013】根太欠損部9の両側に配置された根太8A
は、それぞれ断面コ字形に形成されており、その互いに
対向する側部には長尺状のアングル材から構成される金
属製のブラケット14が固定されている。これらのブラ
ケット14は、それぞれ第2の板材13の下面両側を支
持する構造とされている。補強用床部材11は釘で根太
8A及びブラケット14に固定されている。補強用床部
材11の下には給湯、排水等のための複数の配管15が
配置されている。これらの配管15の一部は補強用床部
材11に形成された孔11A(図1参照)を通って建物
ユニット1の内部に導かれており、残りの一部は他の建
物ユニット(図示せず)の内部に導かれている。
Joists 8A arranged on both sides of the joist defect portion 9
Are each formed in a U-shape in cross section, and metal brackets 14 made of a long angle member are fixed to the side portions facing each other. These brackets 14 are structured to support both lower surface sides of the second plate member 13, respectively. The reinforcing floor member 11 is fixed to the joist 8A and the bracket 14 with a nail. Under the reinforcing floor member 11, a plurality of pipes 15 for hot water supply, drainage, etc. are arranged. A part of these pipes 15 is guided to the inside of the building unit 1 through a hole 11A (see FIG. 1) formed in the reinforcing floor member 11, and the remaining part is part of another building unit (not shown). It is being guided inside.

【0014】前述した床下配管構造を施工するには、ま
ず、工場において、建物ユニット1を製造する。そのた
め、互いに対向する2本の長辺下梁5の間に複数の根太
8A,8Bを等間隔(寸法P)に並設するとともに2本
の根太8Aの間を寸法2Pだけ離して根太欠損部9を形
成する。ここで、予め根太8Aにブラケット14を固定
しておく。さらに、短辺下梁6、短辺上梁3及び柱4か
ら妻パネルを形成し、長辺上梁2及び図示しない天井小
梁等から天井パネルを形成する。2本の長辺下梁5の端
部に妻パネルを取り付け、この妻パネルの上端に天井パ
ネルを取り付けて骨組み7を形成し、この骨組み7に図
示しない外壁材、内装材を取り付ける。さらに、根太欠
損部9から配管15を取り付け、根太8A,8Bの上に
床部材10を配置し、釘で床部材10を根太8A,8B
に固定する。根太欠損部9を補強用床部材11で塞ぎ、
この補強用床部材11を根太8A及びブラケット14に
釘で固定する。さらに、補強用床部材11及び床部材1
0の上に床仕上げ材を配置する。このようにして製造さ
れた建物ユニット1を建設現場まで搬送した後、基礎の
上に配置してユニット式建物を施工する。
In order to construct the above-mentioned underfloor piping structure, first, the building unit 1 is manufactured in a factory. Therefore, a plurality of joists 8A, 8B are arranged in parallel between two long side lower beams 5 facing each other at equal intervals (size P), and the two joists 8A are separated from each other by a size 2P and the joist defect portion is formed. 9 is formed. Here, the bracket 14 is fixed to the joist 8A in advance. Furthermore, a gable panel is formed from the short side lower beam 6, the short side upper beam 3 and the pillar 4, and a ceiling panel is formed from the long side upper beam 2 and a ceiling beam or the like (not shown). A gable panel is attached to the ends of the two long-side lower beams 5, a ceiling panel is attached to the upper ends of the gable panels to form a frame 7, and an external wall material and an interior material (not shown) are attached to the frame 7. Further, the pipe 15 is attached from the joist defect portion 9, the floor member 10 is arranged on the joists 8A and 8B, and the floor member 10 is fixed with nails to the joists 8A and 8B.
Fixed to. Block the joist defect part 9 with the reinforcing floor member 11,
The reinforcing floor member 11 is fixed to the joist 8A and the bracket 14 with a nail. Further, the reinforcing floor member 11 and the floor member 1
Place floor finish on top of 0. After the building unit 1 manufactured in this manner is transported to a construction site, it is placed on a foundation to construct a unit-type building.

【0015】以上、第1実施例によれば、根太8A,8
Bの並設間隔を等間隔(寸法P)とし、配管15の配置
位置を根太8A,8Bが欠損された根太欠損部9とし、
この根太欠損部9に、上面が床部材10の上面と同一又
は略同一とされるとともに厚さが床部材10より厚くな
った補強用床部材11を設けたから、根太8A,8Bの
取付位置が標準化され配管15の種類、大きさ又は取付
位置にかかわらず根太8A,8Bの取付作業が容易とな
る。換言すれば、径の大きい配管15を通すことができ
る。また、第1実施例では、補強用床部材11の両側部
は根太欠損部9の両側の根太8Aで支持されているか
ら、補強用床部材11の両側部を根太8Aに釘打ち等す
るだけで補強用床部材11を容易に取り付けられる。
As described above, according to the first embodiment, the joists 8A, 8
The intervals between the parallel arrangement of B are equal intervals (dimension P), and the arrangement position of the pipe 15 is the joist defect portion 9 in which the joists 8A and 8B are omitted,
Since the reinforcing floor member 11 whose upper surface is the same as or substantially the same as the upper surface of the floor member 10 and whose thickness is thicker than the floor member 10 is provided in the joist defect portion 9, the positions where the joists 8A and 8B are attached are Standardization facilitates the work of attaching the joists 8A and 8B regardless of the type, size, or attachment position of the pipe 15. In other words, the pipe 15 having a large diameter can be passed. In addition, in the first embodiment, since both sides of the reinforcing floor member 11 are supported by the joists 8A on both sides of the joist defect portion 9, only both sides of the reinforcing floor member 11 are nailed to the joists 8A. Thus, the reinforcing floor member 11 can be easily attached.

【0016】さらに、根太欠損部9の両側の根太8Aは
金属製であるから、根太8Aの強度が大きく、根太8A
で補強用床部材11を確実に支持できる。その上、根太
8Aに補強用床部材11を支持するブラケット14を設
けたので、この点からも補強用床部材11を確実に支持
することができる。また、補強用床部材11は、両側下
面が根太欠損部9の両側の根太8Aに支持された第1の
板材12と、この第1の板材12の下面に接合された第
2の板材13との複数枚の板材から形成されているの
で、補強用床部材11の剛性を高くすることができる。
さらに、床下配管構造をユニット式建物を構成する建物
ユニット1の床下に適用したから、配管15の取付位置
等にかかわらず建物ユニット1を標準化して建物ユニッ
ト1の製造を効率的に行える。
Further, since the joists 8A on both sides of the joist defect portion 9 are made of metal, the joists 8A have high strength.
Thus, the reinforcing floor member 11 can be reliably supported. Moreover, since the bracket 14 for supporting the reinforcing floor member 11 is provided on the joist 8A, the reinforcing floor member 11 can be reliably supported also from this point. Further, the reinforcing floor member 11 includes a first plate member 12 whose lower surfaces are supported by joists 8A on both sides of the joist defect portion 9, and a second plate member 13 which is joined to the lower surface of the first plate member 12. Since it is formed of a plurality of plate members, the rigidity of the reinforcing floor member 11 can be increased.
Further, since the underfloor piping structure is applied to the underfloor of the building unit 1 constituting the unit type building, the building unit 1 can be standardized regardless of the mounting position of the piping 15 and the building unit 1 can be efficiently manufactured.

【0017】次に、本発明の第2実施例について説明す
る。第2実施例は補強用床部材の構成が第1実施例と相
違するもので、他の構成は第1実施例と同一である。図
3には第2実施例の床下配管構造が示されている。な
お、図3において図2と同一構成部材は同一符号を付し
て説明を省略する。図3において、第2実施例の補強用
床部材21は1枚の板材から形成されており、この板材
は厚さ(D1+D2)のパーティクルボードから構成されて
いる。補強用床部材21の両端部には、前記根太8Aが
当接する切欠部21Aが形成されている。この切欠部2
1Aの厚さはD2であり、従って補強用床部材21の両端
部の厚さはD1とされる。
Next, a second embodiment of the present invention will be described. The second embodiment is different from the first embodiment in the structure of the reinforcing floor member, and the other structures are the same as those in the first embodiment. FIG. 3 shows the underfloor piping structure of the second embodiment. In FIG. 3, the same components as those in FIG. 2 are designated by the same reference numerals and the description thereof will be omitted. In FIG. 3, the reinforcing floor member 21 of the second embodiment is formed of one plate material, and this plate material is composed of particle board of thickness (D 1 + D 2 ). Notches 21A with which the joists 8A abut are formed at both ends of the reinforcing floor member 21. This notch 2
The thickness of 1A is D 2 , and therefore the thickness of both ends of the reinforcing floor member 21 is D 1 .

【0018】この構成の第2実施例の床下配管構造を施
工する方法は第1実施例の床下配管構造を施工する方法
と同じである。従って、第2実施例によれば、第1実施
例の効果と同様の効果を奏する他に、次の効果を奏する
ことができる。即ち、補強用床部材21を1枚の板材か
ら形成したから、補強用床部材21を形成するに際し
て、複数枚の板材を接合する作業が不要になる。
The method of constructing the underfloor piping structure of the second embodiment having this structure is the same as the method of constructing the underfloor piping structure of the first embodiment. Therefore, according to the second embodiment, in addition to the same effects as the effects of the first embodiment, the following effects can be achieved. That is, since the reinforcing floor member 21 is formed of one plate material, when forming the reinforcing floor member 21, it is not necessary to join a plurality of plate materials.

【0019】なお、本発明では、前記実施例の構成に限
定されるものではなく、本発明の目的を達成できる範囲
であれば次に示す変形例を含むものである。例えば、前
記第1及び第2実施例では、床下配管構造をユニット式
建物を構成する建物ユニット1の床下に適用したが、本
発明では、在来工法、パネル工法等の工法により施工さ
れる建物に適用できる。
The present invention is not limited to the configuration of the above embodiment, but includes the following modified examples as long as the object of the present invention can be achieved. For example, in the first and second embodiments, the underfloor piping structure is applied to the underfloor of the building unit 1 that constitutes a unit-type building, but in the present invention, a building constructed by a conventional construction method, a panel construction method, or the like. Applicable to

【0020】また、前記補強用床部材11,21は、そ
の両側部が根太欠損部9の両側の根太8Aで支持された
構成であたったが、本発明では、補強用床部材11,2
1の幅を隣合う根太8Aの間の寸法と同じとし、この補
強用床部材11,21を前記ブラケット14のみで支持
する構成としてもよい。これとは逆に、本発明では、ブ
ラケット14を排して前記補強用床部材11,21が直
接根太8Aに支持される構成でもよい。
Further, the reinforcing floor members 11 and 21 are configured such that both sides thereof are supported by the joists 8A on both sides of the joist defect portion 9, but in the present invention, the reinforcing floor members 11 and 21 are.
The width of 1 may be the same as the size between adjacent joists 8A, and the reinforcing floor members 11 and 21 may be supported only by the bracket 14. On the contrary, in the present invention, the bracket 14 may be removed and the reinforcing floor members 11 and 21 may be directly supported by the joists 8A.

【0021】また、前記第1及び第2実施例では、1本
の根太を欠損させて幅寸法2Pの根太欠損部9を形成し
たが、本発明では、2本又はそれ以上の根太を欠損させ
て幅寸法3P又はそれ以上の寸法の根太欠損部を形成す
るものでもよい。さらに、前記根太欠損部9の両側の根
太8Aを金属製とし、この根太以外の根太8Bを木製と
したが、全ての根太8A,8Bを金属製又は木製とし、
あるいは、根太8Aを木製とし、根太8Bを金属製とす
るものでもよい。
Further, in the first and second embodiments, one joist is deleted to form the joist defect portion 9 having the width dimension 2P. However, in the present invention, two or more joists are lost. To form a joist defect portion having a width dimension of 3P or more. Further, the joists 8A on both sides of the joist defect portion 9 are made of metal, and the joists 8B other than the joists are made of wood, but all joists 8A, 8B are made of metal or wood,
Alternatively, the joist 8A may be made of wood and the joist 8B may be made of metal.

【0022】[0022]

【発明の効果】以上の通り、本発明によれば、根太の並
設間隔を等間隔とし、配管の配置位置を根太が欠損され
た根太欠損部とし、この根太欠損部に、上面が床部材の
上面と同一又は略同一とされるとともに厚さが床部材よ
り厚くなった補強用床部材を設けたから、根太の取付位
置が標準化され配管の種類、大きさ又は取付位置にかか
わらず根太の取付作業が容易となる。また、本発明で
は、補強用床部材の両側部を根太欠損部の両側の根太で
支持すれば、補強用床部材を容易に取り付けることがで
きる。さらに、根太欠損部の両側の根太を金属製とすれ
ば、根太で補強用床部材を確実に支持できる。また、補
強用床部材を、両側下面が根太欠損部の両側の根太に支
持された第1の板材と、この第1の板材の下面に接合さ
れた第2の板材との複数枚の板材から形成すれば、補強
用床部材の剛性を高くすることができる。その上、補強
用床部材を1枚の板材から形成すれば、複数の板材を接
合する作業が不要となる。さらに、床下配管構造をユニ
ット式建物を構成する建物ユニットの床下に適用すれ
ば、建物ユニットの製造を効率的に行える。
As described above, according to the present invention, the joists are arranged at equal intervals, and the pipes are arranged at the joist defect portion where the joists are lost. Since a reinforcing floor member that is the same as or approximately the same as the upper surface of and is thicker than the floor member is provided, the joist mounting position is standardized and the joist mounting is performed regardless of the pipe type, size, or mounting position. Work becomes easy. Further, in the present invention, if both sides of the reinforcing floor member are supported by the joists on both sides of the joist defect portion, the reinforcing floor member can be easily attached. Furthermore, if the joists on both sides of the joist defect portion are made of metal, the joist can reliably support the reinforcing floor member. In addition, the reinforcing floor member is composed of a plurality of plate members including a first plate member whose both lower surfaces are supported by joists on both sides of the joist defect portion, and a second plate member joined to the lower surface of the first plate member. If formed, the rigidity of the reinforcing floor member can be increased. In addition, if the reinforcing floor member is formed of one plate material, the work of joining a plurality of plate materials becomes unnecessary. Furthermore, if the underfloor piping structure is applied under the floor of a building unit that constitutes a unit building, the building unit can be efficiently manufactured.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の第1実施例に係る配管床下構造が適用
される建物ユニットの骨組みが示された斜視図である。
FIG. 1 is a perspective view showing a framework of a building unit to which a pipe underfloor structure according to a first embodiment of the present invention is applied.

【図2】前記配管床下構造が示された断面図である。FIG. 2 is a sectional view showing the pipe underfloor structure.

【図3】本発明の第2実施例に係る配管床下構造が示さ
れた図2と同様の図である。
FIG. 3 is a view similar to FIG. 2 showing a pipe underfloor structure according to a second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 建物ユニット 8A,8B 根太 9 根太欠損部 10 床部材 11,21 補強用床部材 12 第1の板材 13 第2の板材 14 ブラケット 15 配管 1 Building unit 8A, 8B joists 9 Joists missing part 10 Floor member 11,21 Reinforcement floor member 12 First plate material 13 Second plate material 14 Bracket 15 Piping

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】複数並設された根太の上に床部材が配置さ
れこの床部材の下に配管が配置された床下配管構造であ
って、前記根太の並設間隔は等間隔であり、前記配管が
配置された位置は根太が欠損された根太欠損部であり、
この根太欠損部に、上面が前記床部材の上面と同一又は
略同一とされるとともに厚さが前記床部材より厚くなっ
た補強用床部材が設けられていることを特徴とする床下
配管構造。
1. An underfloor piping structure in which a floor member is arranged on a plurality of joists arranged in parallel, and piping is arranged under the floor members, wherein the joists are arranged at equal intervals. The position where the pipe is placed is the joist defect part where the joist is missing,
The underfloor piping structure is characterized in that a reinforcing floor member having an upper surface that is the same or substantially the same as the upper surface of the floor member and a thickness that is thicker than the floor member is provided in the joist defect portion.
【請求項2】請求項1に記載の床下配管構造において、
前記補強用床部材は、その両側部が前記根太欠損部の両
側の根太で支持されていることを特徴とする床下配管構
造。
2. The underfloor piping structure according to claim 1,
An underfloor piping structure, wherein both sides of the reinforcing floor member are supported by joists on both sides of the joist defect portion.
【請求項3】請求項1又は2に記載の床下配管構造にお
いて、前記根太欠損部の両側の根太は金属製であること
を特徴とする床下配管構造。
3. The underfloor piping structure according to claim 1 or 2, wherein the joists on both sides of the joist defect portion are made of metal.
【請求項4】請求項1〜3のいずれかに記載の床下配管
構造において、前記補強用床部材は1枚の板材から形成
されていることを特徴とする床下配管構造。
4. The underfloor piping structure according to any one of claims 1 to 3, wherein the reinforcing floor member is formed of one plate material.
【請求項5】請求項1〜3のいずれかに記載の床下配管
構造において、前記補強用床部材は、両側下面が前記根
太欠損部の両側の根太に支持された第1の板材と、この
第1の板材の下面に接合された第2の板材との複数枚の
板材から形成されていることを特徴とする床下配管構
造。
5. The underfloor piping structure according to any one of claims 1 to 3, wherein the reinforcing floor member includes a first plate member whose bottom surfaces on both sides are supported by joists on both sides of the joist defect portion, An underfloor piping structure, characterized in that the underfloor piping structure is formed from a plurality of plate materials including a second plate material joined to a lower surface of the first plate material.
【請求項6】請求項1〜5のいずれかに記載の床下配管
構造において、ユニット式建物を構成する建物ユニット
の床下に適用されていることを特徴とする床下配管構
造。
6. The underfloor piping structure according to any one of claims 1 to 5, wherein the underfloor piping structure is applied under a floor of a building unit constituting a unit-type building.
JP14765894A 1994-06-29 1994-06-29 Underfloor piping structure Expired - Fee Related JP3224179B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14765894A JP3224179B2 (en) 1994-06-29 1994-06-29 Underfloor piping structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14765894A JP3224179B2 (en) 1994-06-29 1994-06-29 Underfloor piping structure

Publications (2)

Publication Number Publication Date
JPH0813675A true JPH0813675A (en) 1996-01-16
JP3224179B2 JP3224179B2 (en) 2001-10-29

Family

ID=15435344

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14765894A Expired - Fee Related JP3224179B2 (en) 1994-06-29 1994-06-29 Underfloor piping structure

Country Status (1)

Country Link
JP (1) JP3224179B2 (en)

Also Published As

Publication number Publication date
JP3224179B2 (en) 2001-10-29

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