JP3224179B2 - Underfloor piping structure - Google Patents

Underfloor piping structure

Info

Publication number
JP3224179B2
JP3224179B2 JP14765894A JP14765894A JP3224179B2 JP 3224179 B2 JP3224179 B2 JP 3224179B2 JP 14765894 A JP14765894 A JP 14765894A JP 14765894 A JP14765894 A JP 14765894A JP 3224179 B2 JP3224179 B2 JP 3224179B2
Authority
JP
Japan
Prior art keywords
floor member
joist
joists
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.)
Expired - Fee Related
Application number
JP14765894A
Other languages
Japanese (ja)
Other versions
JPH0813675A (en
Inventor
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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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 below 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 methods such as a conventional method, a panel method or a unit method. Of these, the unit construction method is to reduce the construction period at the construction site by manufacturing multiple building units at the factory, where the outer wall material and the interior material are attached to the framework formed by the upper beam, the lower beam, and the column, After transporting these building units to the construction site, the unit type building is constructed by combining front and rear, left and right, and up and down. This unit-type building also has a floor-floor piping structure in which a floor member is arranged on a plurality of juxtaposed joists and a pipe is arranged below the floor member, similarly to 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。
[0003] In this underfloor piping structure, conventionally, the joist is arranged so as not to interfere with the mounting position of the piping in order to prevent the joist from hindering the installation of the piping. Since the size and the mounting position of the pipe are different depending on the type, the mounting position of the joist is conventionally changed according to the type of the pipe. For example, in the unit construction method,
A plurality of joists are bridged between two lower beams which are arranged opposite to each other, and the mounting positions of these joists differ depending on the presence / absence of a pipe, the size of the pipe, and the mounting 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 prior art, since the mounting position of the joist is changed according to the type and size of the pipe, there is a problem that the mounting work of the joist becomes complicated. For this reason, in particular, in the case of the building by the unit construction method, there is a problem that the standardization of the building unit cannot be achieved and the manufacturing efficiency of the building unit does not improve.

【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。
[0005] It is an object of the present invention to provide an underfloor piping structure that makes it easy to attach joists regardless of the type, size, or mounting position of the piping.

【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、ユニット式建物を構成する建物ユニット
の床下に適用されるものであり、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
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。
SUMMARY OF THE INVENTION Therefore, the present invention standardizes the mounting position of a joist regardless of the size and mounting position of a pipe, and arranges the piping at a joist-deficient portion where the joist is lost, and The above object is achieved by providing a reinforcing floor member in the portion. Specifically, the underfloor piping structure of the present invention is an underfloor piping structure in which a floor member is disposed on a plurality of juxtaposed juxtapositions and a pipe is disposed below the floor member, and constitutes a unit-type building. Building units
It is applied under the floor, the juxtaposed interval of the joists is an equal interval, the position where the pipe is arranged is a joist missing part where the joists are missing, and the upper surface is A reinforcing floor member that is the same or substantially the same as the upper surface of the floor member and has a thickness greater than that of the floor member is provided ,
The reinforcing floor member has both sides at both sides of the joist defect.
It is characterized by being supported by side joists .

【0007】ここで、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。
[0007] In this case, both sides of the joists before Symbol joists defect may be made of metal. Further, the reinforcing floor member may be formed of a single plate material, or a first plate material whose both lower surfaces are supported by joists on both sides of the joist defect portion, and a first plate material of the first plate material. have good even being formed from a plurality of plate members of the second plate member joined to the lower surface.

【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。
A plurality of joists are arranged side by side at equal intervals, and a floor member is arranged on these joists. At this time, the joist is not arranged above the portion where the pipe is to be arranged, but the joist is removed to form a joist defect, and the pipe is attached to a predetermined position from the joist defect. Thereafter, the joist defect is closed with a reinforcing floor member. In this state, since the upper surface of the reinforcing floor member is the same 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】しかも、前記補強床部材の両側部前記根
太欠損部の両側の根太で支持するにあたり、補強用床部
材の両側部を釘等で根太に固定する。その上、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
用するために、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。
[0009] Moreover, when supporting the both side portions of the reinforcing floor member on both sides of joists of the joists defect, both side portions of the reinforcing floor member secured to the joists with nails or the like. In addition , in order to apply the underfloor piping structure to building units constituting a unit-type building, the above-mentioned work is performed at the time of manufacturing the building units. That is, in a factory, a plurality of joists are juxtaposed at equal intervals between two opposing long-side lower beams, and a joist-deficient portion is formed. 2
Two end panels composed of short beams and two pillars are attached, and a ceiling panel is attached to the upper end of these end panels to form a skeleton, and an outer wall material and an interior material are attached to the skeleton. Further, a floor member is arranged on the joist and a pipe is arranged at the joist defect, and then the joist defect is closed with a reinforcing floor member. After the building unit thus manufactured 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 be described below 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 substantially box-shaped frame 7 is formed from a long beam 2, a short beam 3, a column 4, a long beam 5 and a short beam 6 in the building unit 1. It has a structure with no external wall material or interior material attached. A plurality of building units 1 having this structure are combined in a front-rear, left-right, up-down and up-and-down manner on a foundation (not shown) to form a unit building. Two long-side lower beams 5 are arranged to face each other, and a plurality of joists 8A and 8B are juxtaposed 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 a joist defect 9 is formed in a part thereof. The joist deficient portion 9 is formed by losing one joist, and has a width of 2P. The joists 8A on both sides of the joist defect 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, on both sides of the joist defect 9, floor members 10 are arranged on joists 8A and 8B, respectively. The floor member 10 is constituted by a particle board of thickness D 1, joists 8A with nails, and is fixed to 8B. The joist defect 9 is provided with a reinforcing floor member 11. The reinforcing floor member 11 includes a first plate member 12 whose lower surfaces on both sides are supported by the joists 8A on both sides of the joist defect 9, and a second plate member 13 joined to the lower surface of the first plate member 12.
It is formed from a single plate. These first and second plate members 12 and 13 are each formed of a particle board, and a floor finishing material (for example, a 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 12 is the same as that of the floor member 10.
Is D 1, the thickness of the second plate 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 entire thickness thereof is (D 1 + D 2 ), which is larger 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, but may be substantially the same. The term “substantially the same” refers to a range where 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.
Either or both of 2 and 13 may be composed of a plurality of plate members.

【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。
The joists 8A arranged on both sides of the joist defect 9
Are formed to have a U-shaped cross section, and metal brackets 14 made of a long angle material are fixed to their opposing sides. These brackets 14 are structured to support both lower surfaces of the second plate 13. The reinforcing floor member 11 is fixed to the joist 8A and the bracket 14 with nails. A plurality of pipes 15 for hot water supply, drainage, and the like are arranged below the reinforcing floor member 11. A part of these pipes 15 is led into the interior of the building unit 1 through a hole 11A (see FIG. 1) formed in the reinforcing floor member 11, and the remaining part is another building unit (not shown). Zu) is 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, a building unit 1 is manufactured in a factory. Therefore, a plurality of joists 8A and 8B are juxtaposed at equal intervals (dimension P) between the two long side lower beams 5 facing each other, and the two joists 8A are separated by a dimension 2P to remove the joist defect. 9 is formed. Here, the bracket 14 is fixed to the joist 8A in advance. Further, a short panel is formed from the short side lower beam 6, the short side upper beam 3, and the column 4, and a ceiling panel is formed from the long side upper beam 2, a not-shown ceiling beam, and the like. A wife panel is attached to the end of the two long side lower beams 5, and a ceiling panel is attached to the upper end of the wife panel to form a framework 7, and an outer wall material and an interior material (not shown) are attached to the framework 7. Further, a pipe 15 is attached from the joist defect 9, the floor member 10 is arranged on the joist 8A, 8B, and the floor member 10 is nailed to the joist 8A, 8B.
Fixed to. The joist defect 9 is closed with a reinforcing floor member 11,
The reinforcing floor member 11 is fixed to the joist 8A and the bracket 14 with nails. Further, the reinforcing floor member 11 and the floor member 1
Place floor finish on top of zero. After transporting the building unit 1 manufactured in this way 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
B are arranged at equal intervals (dimension P), and the arrangement position of the pipe 15 is a joist missing portion 9 in which the joists 8A and 8B are missing.
Since the joist deficient portion 9 is provided with 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 larger than that of the floor member 10, the mounting positions of the joists 8A and 8B are changed. The work of mounting the joists 8A and 8B is standardized and is easy regardless of the type, size or mounting 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 9, only the sides of the reinforcing floor member 11 are nailed to the joist 8A. 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。
Furthermore, since the joists 8A on both sides of the joist defect 9 are made of metal, the joists 8A have a large strength and the joists 8A
Thus, the reinforcing floor member 11 can be reliably supported. In addition, since the joist 8A is provided with the bracket 14 for supporting the reinforcing floor member 11, the reinforcing floor member 11 can be reliably supported from this point as well. Further, the reinforcing floor member 11 includes a first plate member 12 having both lower surfaces supported by the joists 8A on both sides of the joist defect portion 9, and a second plate member 13 joined to the lower surface of the first plate member 12. , The rigidity of the reinforcing floor member 11 can be increased.
Furthermore, since the underfloor piping structure is applied to the underfloor of the building unit 1 constituting the unit building, the building unit 1 can be standardized regardless of the mounting position of the piping 15 and the like, and the building unit 1 can be manufactured efficiently.

【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 configuration of the reinforcing floor member, and the other configurations are the same as the first embodiment. FIG. 3 shows the underfloor piping structure of the second embodiment. In FIG. 3, the same components as those in FIG. In FIG. 3, the reinforcing floor member 21 of the second embodiment is formed from a single plate, and this plate is formed of a particle board having a thickness (D 1 + D 2 ). At both ends of the reinforcing floor member 21, cutouts 21A with which the joists 8A abut are formed. This notch 2
The thickness of 1A is D 2, thus the thickness of both end portions of the reinforcing floor member 21 is set to 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 configuration is the same as the method of constructing the underfloor piping structure of the first embodiment. Therefore, according to the second embodiment, the following effects can be obtained in addition to the effects similar to the effects of the first embodiment. That is, since the reinforcing floor member 21 is formed from a single plate material, when forming the reinforcing floor member 21, the operation of joining a plurality of plate materials is not required.

【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。
[0019] In the present invention, the present invention is not limited to the configuration of the embodiment, Ru der those containing modified example below, if the purpose within the range of of the present invention can be achieved.

【0020】例えば、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。
For example , according to 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。
In the first and second embodiments, one joist is deleted to form a joist defect 9 having a width 2P. However, in the present invention, two or more joists are deleted. To form a joist defect having a width dimension of 3P or more. Further, the joists 8A on both sides of the joist defect 9 were made of metal, and the joists 8B other than this joist were made of wood. However, all the joists 8A and 8B were made of metal or wooden,
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。しかも、前述の構
成に加えて、補強用床部材の両側部を根太欠損部の両側
の根太で支持する構成としたので、補強用床部材を容易
に取り付けることができる。その上、前述の構成に加え
て、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る構成としたので、建物ユニットの
製造を効率的に行える。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。
As described above, according to the present invention, the juxtaposed intervals of the joists are equal, and the piping is disposed at the joist-deleted portion where the joists are lost. The same or almost the same as the upper surface of the floor, the thickness is thicker than the floor member for the reinforcing floor member is provided, the mounting position of the joist is standardized, regardless of the type, size or mounting position of the pipe Work becomes easy. Moreover, the aforementioned structure
In addition to the above, since both sides of the reinforcing floor member are supported by the joists on both sides of the joist defect , the reinforcing floor member can be easily attached. In addition, in addition to the above configuration
The underfloor piping structure is
Because it is configured to be applied under the floor of a building unit,
Manufacturing can be performed efficiently. Furthermore, if the joists on both sides of the joist defect are made of metal, the joists can reliably support the reinforcing floor member. Further, the reinforcing floor member is formed of a plurality of plate materials including a first plate material whose lower surfaces on both sides are supported by joists on both sides of the joist defect portion, and a second plate material joined to the lower surface of the first plate material. If it is formed, the rigidity of the reinforcing floor member can be increased. Moreover, by forming the reinforcing floor member from a single plate material, that Do unnecessary operation of joining a plurality of plate members.

【図面の簡単な説明】[Brief description of the 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 piping 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 under-pipe 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, but 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 DESCRIPTION OF SYMBOLS 1 Building unit 8A, 8B Joist 9 Joist missing part 10 Floor member 11, 21 Reinforcement floor member 12 1st board 13 Second board 14 Bracket 15 Piping

フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 5/48 Continuation of front page (58) Field surveyed (Int.Cl. 7 , DB name) E04B 5/48

Claims (4)

(57)【特許請求の範囲】(57) [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、ユニット式建物を構成する建物ユニットの床下に
適用されるものであり、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、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。
An underfloor piping structure in which a floor member is arranged on a plurality of juxtaposed juxtaposed members and a pipe is arranged below the floor member, the structure being provided under a floor of a building unit constituting a unit-type building.
It is to be applied, the juxtaposed interval of the joists is an equal interval, the position where the pipe is arranged is a joist missing part where the joists are missing, and in this joist missing part, the upper surface of the floor member A reinforcing floor member which is the same as or substantially the same as the upper surface and has a thickness greater than that of the floor member is provided.
The floor member for flooring has both sides of the joist deficient part.
Underfloor piping structure characterized by being supported by .
【請求項2】請求項1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。
2. The underfloor piping structure according to claim 1 ,
The underfloor piping structure, wherein joists on both sides of the joist defect portion are made of metal.
【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。
3. The underfloor piping structure according to claim 1 or 2 , wherein the reinforcing floor member is formed of a single plate.
【請求項4】請求項1又は2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。
4. The underfloor piping structure according to claim 1 or 2 , wherein the reinforcing floor member has a first plate member whose lower surfaces on both sides are supported by joists on both sides of the joist deficient portion, and An underfloor piping structure characterized by being formed from a plurality of plate members with a second plate member joined to a lower surface of the plate member.
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 JPH0813675A (en) 1996-01-16
JP3224179B2 true 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
JPH0813675A (en) 1996-01-16

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