JPH05311680A - Wiring pit ditch and its construction method - Google Patents

Wiring pit ditch and its construction method

Info

Publication number
JPH05311680A
JPH05311680A JP4120234A JP12023492A JPH05311680A JP H05311680 A JPH05311680 A JP H05311680A JP 4120234 A JP4120234 A JP 4120234A JP 12023492 A JP12023492 A JP 12023492A JP H05311680 A JPH05311680 A JP H05311680A
Authority
JP
Japan
Prior art keywords
groove
branch
pit
main
corner
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.)
Pending
Application number
JP4120234A
Other languages
Japanese (ja)
Inventor
Teruo Wakayama
輝夫 若山
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.)
Daiichi Kizai Co Ltd
Original Assignee
Daiichi Kizai 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 Daiichi Kizai Co Ltd filed Critical Daiichi Kizai Co Ltd
Priority to JP4120234A priority Critical patent/JPH05311680A/en
Publication of JPH05311680A publication Critical patent/JPH05311680A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To simplify the structure of a branch point closing cover by providing a corner-cut cavity communicated and opened to both a main pit ditch and a branch pit ditch at the lower position of the cover receiving frame fixing section of the ditch branch corner section of a concrete floor. CONSTITUTION:A wood frame 5 is assembled at the construction position of a main pit ditch 1 and a branch pit ditch 2 on the slab face 8a of skeleton concrete, and a main ditch formwork panel 11a forming the inner wall face of the ditch 1 and a branch ditch formwork panel 12a forming the inner wall face of the ditch 2 are fitted to the wood frame 5. A triangular hood type corner-cut formwork 17 is fitted to outside corner sections of the panels 11a, 12a in contact with the panel faces and the slab face 8a. A main ditch cover receiving frame 1a and a branch ditch receiving frame 2a are positioned and fitted at the upper outside positions of the panels 11a, 12a via a spacer member 9. Slab thickening concrete 10a is placed at the formwork outside portion where the formwork 17 and the receiving frames 1a, 2a are buried to form wiring pit ditches 1, 2 having a corner-cut cavity 7, and the structure and shape of a branch point closing cover 13 are simplified.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は主ピット溝と枝ピット溝
の分岐コーナー部に隅切を設けた配線ピット溝の構造
と、この配線ピット溝の施工方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure of a wiring pit groove provided with a corner cut at a branch corner portion of a main pit groove and a branch pit groove, and a method of constructing the wiring pit groove.

【0002】[0002]

【従来の技術】従来、地下室等のコンクリート床10に
図6の如く形成される配線敷設用の主ピット溝1及び該
主ピット溝1から直角に分岐する枝ピット溝2を有し、
前記コンクリート床10の主ピット溝1と枝ピット溝2
との分岐コーナー部に、ピット溝敷設配線をアール状に
湾曲させて通すための隅切3を設け、前記主ピット溝1
及び枝ピット溝2の隅切3を含む開口両側縁部に溝閉塞
蓋11,12と分岐点閉塞蓋13を支承させる蓋受枠1
a,2a,3aを固設した図6,図7に示すような分岐
型の配線ピット溝は知られている。
2. Description of the Related Art Conventionally, a concrete floor 10 such as a basement has a main pit groove 1 for laying a wiring and a branch pit groove 2 branched at a right angle from the main pit groove 1 as shown in FIG.
Main pit groove 1 and branch pit groove 2 of the concrete floor 10
The main pit groove 1 is provided with a corner cut 3 for bending the pit groove laying wiring into a rounded shape at the branching corner with
A lid receiving frame 1 for supporting the groove closing lids 11 and 12 and the branch point closing lid 13 on both side edges of the opening including the corner cut 3 of the branch pit groove 2.
A branch type wiring pit groove as shown in FIGS. 6 and 7 in which a, 2a and 3a are fixed is known.

【0003】この従来の配線ピット溝は、躯体コンクリ
ートのスラブ面8a上における主ピット溝1及び枝ピッ
ト溝2の施工位置に図7の如く木枠4,5,6を組立
て、この木枠4,5,6に主ピット溝1の内壁面を画定
する主溝型枠パネル11aと、枝ピット溝2の内壁面を
画定する枝溝型枠パネル12と、隅切3の内壁面を画定
する隅切型枠パネル13aを取付ける型枠組立作業と、
前記型枠パネル11a,12a,13aの上部外側位置
に蓋受枠1a,2a,3aを取付ける受枠取付作業とを
行なった後、前記スラブ面8a上の型枠外側部分にスラ
ブ増厚用のコンクリートを所定のレベル(蓋受枠1a,
2a,3aの高さ位置)まで打設し、この打設コンクリ
ートの硬化後に型外しを行うという方法によって施工さ
れる。
In this conventional wiring pit groove, the wooden frames 4, 5 and 6 are assembled at the construction positions of the main pit groove 1 and the branch pit groove 2 on the slab surface 8a of the building concrete as shown in FIG. , 5, 6 define a main groove form panel 11a defining the inner wall surface of the main pit groove 1, a branch groove form panel 12 defining the inner wall surface of the branch pit groove 2, and an inner wall surface of the corner cut 3. Formwork assembly work for mounting the corner cutting formwork panel 13a,
After performing a receiving frame mounting work for attaching the lid receiving frames 1a, 2a, 3a to the upper outer positions of the form panel 11a, 12a, 13a, concrete for slab thickening is applied to the outside of the form on the slab surface 8a. Predetermined level (lid receiving frame 1a,
It is constructed by a method of pouring up to the height position of 2a, 3a) and removing the mold after hardening of the cast concrete.

【0004】[0004]

【発明が解決しようとする課題】前記従来の配線ピット
溝は、コンクリート床10の溝分岐コーナー部に設けら
れる隅切3が溝上面に開口する所定角度例えば平面45
度の垂直傾斜面として形成されているので、主ピット溝
1及び枝ピット溝2の蓋受枠1a,2aの他に、この蓋
受枠1a,2aを隅切3の位置で接続する蓋受枠3aが
必要となり、また分岐点閉塞蓋13を前記隅切3の形状
に対応する複雑な形状の隅切蓋として形成しなければな
らず、この分岐点閉塞蓋13(隅切蓋)が分岐点開口部
に合わなくなるという問題が多発していた。
In the conventional wiring pit groove, the corner cut 3 provided at the groove branching corner portion of the concrete floor 10 opens at the groove upper surface at a predetermined angle, for example, the plane 45.
Since it is formed as a vertical inclined surface of the main pit groove 1 and the branch pit groove 2, in addition to the lid receiving frames 1a, 2a of the main pit groove 1 and the branch pit groove 2, a lid receiving frame 3a for connecting the lid receiving frames 1a, 2a at the corner cut 3 is provided. It is necessary, and the branch point closing lid 13 must be formed as a corner cutting lid having a complicated shape corresponding to the shape of the corner cut 3, and the branch point closing lid 13 (corner cutting lid) is a branch point opening portion. There were a lot of problems that it didn't meet.

【0005】一方、前記従来の配線ピット溝の施工方法
によると、前記主ピット溝1及び枝ピット溝2の内壁面
を画定する型枠パネル11a,12a及び該パネル11
a,12aを取付ける木枠4,5の他に、前記隅切3の
内壁面を画定する図7に示すような隅切型枠パネル13
a及び該パネルを取付ける木枠6が必要となり、型枠取
付作業に手間がかかるという問題があった。
On the other hand, according to the conventional wiring pit groove construction method, the formwork panels 11a, 12a and the panel 11 for defining the inner wall surfaces of the main pit groove 1 and the branch pit groove 2 are formed.
In addition to the wooden frames 4 and 5 for mounting a and 12a, a corner cutting form panel 13 as shown in FIG. 7 which defines the inner wall surface of the corner cutting 3.
Since a and the wooden frame 6 for mounting the panel are required, there is a problem that the work for mounting the formwork is troublesome.

【0006】本発明は前記従来の問題を解消するために
なされたもので、その第1の目的はコンクリート床の溝
分岐コーナー部にピット溝敷設配線をアール状に湾曲さ
せて通す隅切を有するものでありながら、蓋受枠及び分
岐点閉塞蓋の構造や形状を単純化してコストダウンを計
ることができ、分岐点閉塞蓋が分岐点開口部に合わなく
なるという問題も解消できる配線ピット溝を提供するこ
とにある。また本発明の第2の目的は、型枠取付作業の
時間短縮ができ、前記配線ピット溝を作業性よく施工し
得る配線ピット溝の施工方法を提供することにある。
The present invention has been made to solve the above-mentioned conventional problems. A first object of the present invention is to provide a corner cut in a groove branching corner portion of a concrete floor through which a pit groove laying wiring is curved in a round shape. However, the structure and shape of the lid receiving frame and the branch point closing lid can be simplified to reduce the cost, and the problem of the branch point closing lid not fitting the branch point opening can be solved. To do. A second object of the present invention is to provide a wiring pit groove construction method capable of shortening the time required for mounting the formwork and constructing the wiring pit groove with good workability.

【0007】[0007]

【課題を解決するための手段】前記第1の目的を達成す
るために、本発明の配線ピット溝は、地下室等のコンク
リート床10に形成される配線敷設用の主ピット溝1及
び該主ピット溝1から分岐する枝ピット溝2を有し、こ
の主ピット溝1及び枝ピット溝2の開口両側縁部に溝閉
塞蓋11,12と分岐点閉塞蓋13を支承させる蓋受枠
1a,2aを固設したものにおいて、前記コンクリート
床10の溝分岐コーナー部における蓋受枠固設部の下側
位置に、主ピット溝1及び枝ピット溝2の両方に連通開
口する隅切空洞7を設け、この隅切空洞7内にピット溝
敷設配線Wを図1の如くアール状に湾曲させて通すこと
ができるように構成した。
In order to achieve the first object, the wiring pit groove of the present invention is a main pit groove 1 for wiring and a main pit for wiring laying formed in a concrete floor 10 such as a basement. There is a branch pit groove 2 branched from the groove 1, and lid receiving frames 1a and 2a for supporting the groove closing lids 11 and 12 and the branch point closing lid 13 are provided at both side edges of the openings of the main pit groove 1 and the branch pit groove 2. In the fixed one, a corner cutting cavity 7 communicating with both the main pit groove 1 and the branch pit groove 2 is provided at a position below the lid receiving frame fixing portion in the groove branching corner portion of the concrete floor 10, The pit groove wiring W is curved in a rounded shape as shown in FIG.

【0008】前記隅切空洞7は溝分岐コーナー部の位置
でコンクリート床10の中に埋設固定される三角庇形の
隅切型枠17で形成することも、この隅切型枠17を抜
き外した離型空所として形成することも可能であるが、
空洞上部コンクリートの強度アップを計るためには、前
記隅切空洞7をコンクリート床10の中に埋設固定され
る隅切型枠17によって形成することが望ましい。
The corner-cutting cavity 7 may be formed by a triangular eaves-shaped corner-cutting mold 17 which is embedded and fixed in the concrete floor 10 at the position of the groove branching corner, or the corner-cutting mold 17 is removed and removed. It is also possible to form it as a mold release cavity,
In order to increase the strength of the concrete in the upper part of the cavity, it is desirable to form the corner-cutting cavity 7 by a corner-cutting mold 17 embedded and fixed in the concrete floor 10.

【0009】前記第2の目的を達成するために、本発明
の配線ピット溝の施工方法は、躯体コンクリート8のス
ラブ面8a上における主ピット溝1及び枝ピット溝2の
施工位置に木枠4,5を組立て、この木枠4,5に主ピ
ット溝1の内壁面を画定する主溝型枠パネル11aと枝
ピット溝2の内壁面を画定する枝溝型枠パネル12aを
取付け、この主溝型枠パネル11aと枝溝型枠パネル1
2aの外側隅角部に三角庇形の隅切型枠17を前記パネ
ル面及びスラブ面8aに当接させて止着する型枠組立作
業と、前記主溝型枠パネル11a及び枝溝型枠パネル1
2aの上部外側位置に主溝蓋受枠1aと枝溝蓋受枠2a
をスペーサ部材9で図5の如く位置決めして取付ける受
枠取付作業とを行なった後、前記スラブ面8a上の隅切
型枠17及び蓋受枠1a,2aが埋設される型枠外側部
分にスラブ増厚用のコンクリート10aを所定のレベル
まで打設し、この打設コンクリート10aの硬化後に型
外しを行って、隅切空洞7のある配線ピット溝を形成す
ることを特徴とする。
In order to achieve the second object, the method of constructing a wiring pit groove according to the present invention is such that the main pit groove 1 and the branch pit groove 2 are provided on the slab surface 8a of the skeleton concrete 8 at the construction positions. , 5 are assembled, a main groove form panel 11a defining the inner wall surface of the main pit groove 1 and a branch groove form panel 12a defining the inner wall surface of the branch pit groove 2 are attached to the wooden frames 4 and 5, and Groove form panel 11a and branch groove form panel 1
Forming work for attaching a triangular eaves-shaped corner cutting form 17 to the panel surface and the slab surface 8a and fixing them to the outer corners of 2a, and the main groove form panel 11a and the branch groove form. Panel 1
The main groove lid receiving frame 1a and the branch groove lid receiving frame 2a are located outside the upper portion of 2a.
After carrying out the work of mounting the receiving frame, which is positioned and mounted with the spacer member 9 as shown in FIG. 5, the corner cutting frame 17 and the lid receiving frames 1a, 2a on the slab surface 8a are added to the outside of the frame. It is characterized in that the concrete for thickness 10a is cast to a predetermined level, and after the cast concrete 10a is cured, the mold is removed to form a wiring pit groove having the corner cut cavity 7.

【0010】[0010]

【作用】前記のような隅切空洞7を有する本発明の配線
ピット溝によると、主ピット溝1の蓋受枠1aと枝ピッ
ト溝2の蓋受枠2aを隅切位置で接続する図6及び図7
に示した従来のような蓋受枠3aが不必要となり、この
ため蓋受枠1a,2a及び分岐点閉塞蓋13の構造や形
状を単純化してコストダウンを計ることができ、また分
岐点閉塞蓋13の形状が長方形状のみになるため、前記
蓋13が分岐点開口部に合わなくなるという従来の如き
問題を解消することもできる。
According to the wiring pit groove of the present invention having the above-mentioned corner cut cavity 7, the lid receiving frame 1a of the main pit groove 1 and the lid receiving frame 2a of the branch pit groove 2 are connected at the corner cutting position as shown in FIGS. 7
Since the conventional lid receiving frame 3a shown in FIG. 1 is unnecessary, the structure and shape of the lid receiving frames 1a and 2a and the branch point closing lid 13 can be simplified to reduce the cost. Since the shape of is only rectangular, it is possible to solve the conventional problem that the lid 13 does not fit into the branch point opening.

【0011】また、前述した本発明の配線ピット溝の施
工方法によると、図7に示した従来のような隅切型枠パ
ネル13a及び該パネルを取付ける木枠6が不必要とな
り、型枠取付作業の時間短縮ができて、前記配線ピット
溝を作業性よく施工することが可能となる。
Further, according to the above-described method for constructing the wiring pit groove of the present invention, the corner cutting form panel 13a and the wooden frame 6 for mounting the panel as shown in FIG. The work time can be shortened, and the wiring pit groove can be constructed with good workability.

【0012】[0012]

【実施例】以下、本発明の一実施例による配線ピット溝
の構成を図1乃至図3に従い説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The structure of a wiring pit groove according to an embodiment of the present invention will be described below with reference to FIGS.

【0013】この実施例の配線ピット溝は、地下室等の
コンクリート床10に形成される配線敷設用の主ピット
溝1及び該主ピット溝1から直角に分岐する枝ピット溝
2を有し、この主ピット溝1及び枝ピット溝2の開口両
側縁部に溝閉塞蓋11,12と分岐点閉塞蓋13を支承
させる図2の如き断面形状の蓋受枠1a,2aを溝分岐
コーナー部で接合する状態に固設したものであって、前
記コンクリート床10の溝分岐コーナー部における蓋受
枠固設部の下側位置に、主ピット溝1及び枝ピット溝2
の両方に連通開口する隅切空洞7を設け、この隅切空洞
7内にピット溝敷設配線Wを図1の如くアール状に湾曲
させて通すことができるように構成したことを特徴とす
る。
The wiring pit groove of this embodiment has a main pit groove 1 for wiring laying formed in a concrete floor 10 such as a basement and a branch pit groove 2 branched from the main pit groove 1 at a right angle. The lid receiving frames 1a and 2a having the cross-sectional shape as shown in FIG. 2 for supporting the groove closing lids 11 and 12 and the branch point closing lid 13 on both side edges of the opening of the main pit groove 1 and the branch pit groove 2 are joined at the groove branching corner portions. The main pit groove 1 and the branch pit groove 2 are fixed in the state and below the lid receiving frame fixed portion in the groove branching corner portion of the concrete floor 10.
A corner cut-out cavity 7 is provided so as to communicate with both of them, and the pit groove wiring W can be curved and passed in the corner cut-out cavity 7 as shown in FIG.

【0014】前記隅切空洞7は溝分岐コーナー部のコン
クリート床10の中に埋設固定される三角庇形の隅切型
枠17で形成され、この隅切型枠17の上部コンクリー
トの中には平面U形状に曲げた補強鉄筋(図示せず)が
埋設されている。
The corner cutting cavity 7 is formed by a triangular eaves type corner cutting formwork 17 which is embedded and fixed in the concrete floor 10 at the corner of the groove branching. Reinforcing reinforcing bars (not shown) bent into a U shape in a plane are embedded.

【0015】前記隅切型枠17は合成樹脂,鋼板等で形
成されるものであって、図3に示すように隅切板18の
上に複数本のリブ19aで補強された斜め上方に傾斜す
る直角三角形状の庇板19を設け、この庇板19と隅切
板18の端縁フランジ20に複数個の釘付け孔20aを
設けた構成となっている。次に、前記構成の配線ピット
溝を施工する方法について図4及び図5に従い説明す
る。
The corner cutting frame 17 is made of a synthetic resin, a steel plate, etc., and as shown in FIG. 3, it is slanted obliquely upward and is reinforced by a plurality of ribs 19a on the corner cutting plate 18. A right-angled triangular eaves plate 19 is provided, and a plurality of nailing holes 20a are provided in the eaves plate 19 and the edge flanges 20 of the corner cutting plate 18. Next, a method of constructing the wiring pit groove having the above structure will be described with reference to FIGS.

【0016】この配線ピット溝の施工方法は、躯体コン
クリート8のスラブ面8a上における主ピット溝1及び
枝ピット溝2の施工位置に木枠4,5を組立てて固定
し、この木枠4,5に主ピット溝1の内壁面を画定する
主溝型枠パネル11aと枝ピット溝2の内壁面を画定す
る枝溝型枠パネル12aを取付け、この主溝型枠パネル
11aと枝溝型枠パネル12aの外側隅角部に三角庇形
の隅切型枠17を前記パネル面及びスラブ面8aにフラ
ンジ当接させて釘付け止着する型枠組立作業と、前記主
溝型枠パネル11a及び枝溝型枠パネル12aの上部外
側位置にアングルピース24を間隔的に釘止め固定し、
このアングルピース24の上に主溝蓋受枠1aと枝溝蓋
受枠2aをスペーサ部材9で図5の如く位置決めして取
付け、この各蓋受枠1a,2aのアンカー21,22を
差筋23に固着させる受枠取付作業とを行う。
This wiring pit groove is constructed by assembling and fixing the wooden frames 4 and 5 at the construction positions of the main pit groove 1 and the branch pit groove 2 on the slab surface 8a of the building concrete 8. A main groove form panel 11a defining the inner wall surface of the main pit groove 1 and a branch groove form panel 12a defining the inner wall surface of the branch pit groove 2 are attached to the main groove 5, and the main groove form panel 11a and the branch groove form are attached. Forming work in which a triangular eaves-shaped corner cutting form 17 is abutted on the panel surface and the slab surface 8a by flanges at the outer corners of the panel 12a and fixed by nailing, and the main groove form panel 11a and the branch are formed. Angle pieces 24 are fixed at intervals on the upper outside position of the groove form panel 12a by nailing,
The main groove lid receiving frame 1a and the branch groove lid receiving frame 2a are positioned and mounted on the angle piece 24 by the spacer member 9 as shown in FIG. 5, and the anchors 21 and 22 of the respective lid receiving frames 1a and 2a are fixed to the differential line 23. Install the receiving frame.

【0017】そして、前記スラブ面8a上の隅切型枠1
7及び蓋受枠1a,2aが埋設される型枠外側部分にス
ラブ増厚用のコンクリート10aを所定のレベル(前記
蓋受枠1a,2aの高さ位置)まで打設し、この打設コ
ンクリート10aの硬化後に前記スペーサ部材9と木枠
4,5及び型枠パネル11a,12aを取外すという型
外しを行って、蓋受枠1a,2aが溝開口縁部に固設さ
れ且つ隅切型枠17及びアングルピース24が打設コン
クリート10a(コンクリート床10)の中に埋設され
た図1〜図3に示すような配線ピット溝を形成する。
The corner cutting mold 1 on the slab surface 8a
7 and the concrete 10a for increasing the thickness of the slab are cast to a predetermined level (the height position of the lid receiving frames 1a, 2a) on the outer side of the form in which the lid receiving frames 1a, 2a are embedded, and the cast concrete 10a After curing, the spacer member 9 and the wooden frames 4 and 5 and the form panel 11a and 12a are removed to remove the mold, and the lid receiving frames 1a and 2a are fixed to the groove opening edge portion and the corner cutting form 17 and the angle. A wiring pit groove as shown in FIGS. 1 to 3 in which the piece 24 is embedded in the cast concrete 10a (concrete floor 10) is formed.

【0018】なお、前記の型外し時において隅切型枠1
7を打設コンクリート10aから抜き外せば、この隅切
型枠17の離型空所によって隅切空洞7を形成すること
ができる。
The corner-cutting mold 1 is used when the mold is removed.
By removing 7 from the cast concrete 10a, the corner-cutting cavity 7 can be formed by the release space of the corner-cutting mold 17.

【0019】[0019]

【発明の効果】本発明の配線ピット溝は、前記のような
隅切空洞7を有するものであるから、主ピット溝1の蓋
受枠1aと枝ピット溝2の蓋受枠2aを隅切位置で接続
する図6及び図7に示した従来のような蓋受枠3aが不
必要となり、このため蓋受枠1a,2a及び分岐点閉塞
蓋13の構造や形状を単純化してコストダウンを計るこ
とができ、また分岐点閉塞蓋13の形状が長方形状のみ
になるため、前記蓋13が分岐点開口部に合わなくなる
という従来の如き問題を解消することもできる。また、
前述した本発明の配線ピット溝の施工方法によると、図
7に示した従来のような隅切型枠パネル13a及び該パ
ネルを取付ける木枠6が不必要となり、型枠取付作業の
時間短縮ができて、前記配線ピット溝を作業性よく施工
することが可能となる。
Since the wiring pit groove of the present invention has the above-described corner cut cavity 7, the lid receiving frame 1a of the main pit groove 1 and the lid receiving frame 2a of the branch pit groove 2 are placed at the corner cutting positions. Since the conventional lid receiving frame 3a shown in FIGS. 6 and 7 for connection is unnecessary, the structure and shape of the lid receiving frames 1a and 2a and the branch point closing lid 13 can be simplified to reduce the cost. Further, since the branch point closing lid 13 has only a rectangular shape, the conventional problem that the lid 13 does not fit in the branch point opening can be solved. Also,
According to the method for constructing the wiring pit groove of the present invention described above, the corner cutting form panel 13a and the wooden frame 6 for mounting the panel as shown in FIG. Thus, the wiring pit groove can be constructed with good workability.

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

【図1】本発明の一実施例による配線ピット溝の要部平
面図。
FIG. 1 is a plan view of a main part of a wiring pit groove according to an embodiment of the present invention.

【図2】前記配線ピット溝の要部断面図。FIG. 2 is a sectional view of an essential part of the wiring pit groove.

【図3】前記配線ピット溝の隅切型枠が埋設される部分
を示した要部斜視図。
FIG. 3 is a perspective view of an essential part showing a portion in which a corner cutting frame of the wiring pit groove is embedded.

【図4】本発明の一実施例による配線ピット溝の施工方
法を示す要部平面図。
FIG. 4 is a plan view of an essential part showing a method of constructing a wiring pit groove according to an embodiment of the present invention.

【図5】図4の要部断面図。5 is a cross-sectional view of a main part of FIG.

【図6】従来の配線ピット溝を溝閉塞蓋及び分岐点閉塞
蓋との関係で示した斜視図。
FIG. 6 is a perspective view showing a conventional wiring pit groove in relation to a groove closing lid and a branch point closing lid.

【図7】従来の配線ピット溝の施工法を示す要部平面
図。
FIG. 7 is a plan view of a main part showing a conventional method of constructing a wiring pit groove.

【符号の説明】[Explanation of symbols]

1…主ピット溝、2…枝ピット溝、1a,2a…蓋受
枠、W…ピット溝敷設配線、4,5…木枠、7…隅切空
洞、8…躯体コンクリート、8a…躯体コンクリートの
スラブ面、9…スペーサ部材、10…コンクリート床、
10a…打設コンクリート、11,12…溝閉塞蓋、1
1a…主溝型枠パネル、12a…枝溝型枠パネル、17
…隅切型枠、21,22…アンカー、23…差筋、24
…アングルピース。
DESCRIPTION OF SYMBOLS 1 ... Main pit groove, 2 ... Branch pit groove, 1a, 2a ... Lid receiving frame, W ... Pit groove laying wiring, 4, 5 ... Wooden frame, 7 ... Corner cut cavity, 8 ... Frame concrete, 8a ... Frame concrete slab Surface, 9 ... Spacer member, 10 ... Concrete floor,
10a ... Casting concrete, 11, 12 ... Groove closing lid, 1
1a ... Main groove form panel, 12a ... Branch groove form panel, 17
… Corner cutting formwork 21, 22… Anchor, 23… Differential line, 24
… Angle piece.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下室等のコンクリート床に形成される
配線敷設用の主ピット溝及び該主ピット溝から分岐する
枝ピット溝を有し、この主ピット溝及び枝ピット溝の開
口両側縁部に溝閉塞蓋と分岐点閉塞蓋を支承させる蓋受
枠を固設した配線ピット溝において、前記コンクリート
床の溝分岐コーナー部における蓋受枠固設部の下側位置
に、主ピット溝及び枝ピット溝の両方に連通開口する隅
切空洞を設け、この隅切空洞内にピット溝敷設配線をア
ール状に湾曲させて通すことができるように構成したこ
とを特徴とする配線ピット溝。
1. A main pit groove for wiring laying formed in a concrete floor such as an underground room, and a branch pit groove branched from the main pit groove, and both side edges of openings of the main pit groove and the branch pit groove. In the wiring pit groove in which the lid receiving frame for supporting the groove closing lid and the branch point closing lid is fixed, the main pit groove and the branch pit groove are provided below the lid receiving frame fixing portion in the groove branching corner portion of the concrete floor. A wiring pit groove, characterized in that a corner-cutting cavity communicating with both is provided, and the pit groove-laying wiring can be curved in a rounded shape and passed through the corner-cutting cavity.
【請求項2】 前記隅切空洞が溝分岐コーナー部のコン
クリート床の中に埋設固定される三角庇形の隅切型枠で
形成されていることを特徴とする請求項1に記載の配線
ピット溝。
2. The wiring pit according to claim 1, wherein the corner-cutting cavity is formed by a triangular eaves-shaped corner-cutting form that is embedded and fixed in a concrete floor at a groove branching corner portion. groove.
【請求項3】 躯体コンクリートのスラブ面上における
主ピット溝及び枝ピット溝の施工位置に木枠を組立て、
この木枠に主ピット溝の内壁面を画定する主溝型枠パネ
ルと枝ピット溝の内壁面を画定する枝溝型枠パネルを取
付け、この主溝型枠パネルと枝溝型枠パネルの外側隅角
部に三角庇形の隅切型枠を前記パネル面及びスラブ面に
当接させて止着する型枠組立作業と、前記主溝型枠パネ
ル及び枝溝型枠パネルの上部外側位置に主溝蓋受枠と枝
溝蓋受枠をスペーサ部材で位置決めして取付ける受枠取
付作業とを行なった後、前記スラブ面上の隅切型枠及び
蓋受枠が埋設される型枠外側部分にスラブ増厚用のコン
クリートを所定のレベルまで打設し、この打設コンクリ
ートの硬化後に型外しを行って請求項1または請求項2
に記載の配線ピット溝を形成することを特徴とする配線
ピット溝の施工方法。
3. A wooden frame is assembled at the construction positions of the main pit groove and the branch pit groove on the slab surface of the skeleton concrete,
The main groove form panel that defines the inner wall surface of the main pit groove and the branch groove form panel that defines the inner wall surface of the branch pit groove are attached to this wooden frame, and the outside of the main groove form panel and the branch groove form panel is attached. Form assembling work in which a triangular eaves-shaped corner cutting form is abutted against the panel surface and the slab surface and fixed to the corner portion, and at the upper outer position of the main groove form panel and the branch groove form panel. After performing the receiving frame mounting work to position and install the main groove lid receiving frame and the branch groove lid receiving frame with the spacer member, increase the thickness of the slab on the outside of the frame where the corner cutting form and the lid receiving frame on the slab surface are embedded. The concrete for casting is cast to a predetermined level, and the mold is removed after hardening of the cast concrete.
A method for constructing a wiring pit groove, which is characterized in that the wiring pit groove is formed.
JP4120234A 1992-05-13 1992-05-13 Wiring pit ditch and its construction method Pending JPH05311680A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4120234A JPH05311680A (en) 1992-05-13 1992-05-13 Wiring pit ditch and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4120234A JPH05311680A (en) 1992-05-13 1992-05-13 Wiring pit ditch and its construction method

Publications (1)

Publication Number Publication Date
JPH05311680A true JPH05311680A (en) 1993-11-22

Family

ID=14781174

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4120234A Pending JPH05311680A (en) 1992-05-13 1992-05-13 Wiring pit ditch and its construction method

Country Status (1)

Country Link
JP (1) JPH05311680A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009228212A (en) * 2008-03-19 2009-10-08 Chubu Corporation Device for concrete construction
JP2012197668A (en) * 2005-03-24 2012-10-18 Kubota-C. I Co Ltd Haunch member and renewal method for wall surface of deteriorated structure
US20130108465A1 (en) * 2010-05-12 2013-05-02 Gregor Prass Tower for a wind power plant and method for erecting a tower for a wind power plant
CN114277652A (en) * 2021-11-24 2022-04-05 中路高科(北京)公路技术有限公司 Method for repairing pit slot by using 3D printing technology

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012197668A (en) * 2005-03-24 2012-10-18 Kubota-C. I Co Ltd Haunch member and renewal method for wall surface of deteriorated structure
JP2009228212A (en) * 2008-03-19 2009-10-08 Chubu Corporation Device for concrete construction
US20130108465A1 (en) * 2010-05-12 2013-05-02 Gregor Prass Tower for a wind power plant and method for erecting a tower for a wind power plant
US9121390B2 (en) * 2010-05-12 2015-09-01 Timber Tower Gmbh Tower for a wind power plant and method for erecting a tower for a wind power plant
CN114277652A (en) * 2021-11-24 2022-04-05 中路高科(北京)公路技术有限公司 Method for repairing pit slot by using 3D printing technology

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