JPH01226980A - Frame for cap system and its construction - Google Patents

Frame for cap system and its construction

Info

Publication number
JPH01226980A
JPH01226980A JP5084288A JP5084288A JPH01226980A JP H01226980 A JPH01226980 A JP H01226980A JP 5084288 A JP5084288 A JP 5084288A JP 5084288 A JP5084288 A JP 5084288A JP H01226980 A JPH01226980 A JP H01226980A
Authority
JP
Japan
Prior art keywords
support
support block
wall
support wall
block
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
JP5084288A
Other languages
Japanese (ja)
Other versions
JPH0652009B2 (en
Inventor
Junji Yamauchi
順二 山内
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP5084288A priority Critical patent/JPH0652009B2/en
Publication of JPH01226980A publication Critical patent/JPH01226980A/en
Publication of JPH0652009B2 publication Critical patent/JPH0652009B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Laying Of Electric Cables Or Lines Outside (AREA)

Abstract

PURPOSE:To shorten the period of construction as well as permit many cables to be buried in narrow places by a method in which a fixed floor plate is formed on the lower side of a vertical strut wall having an adequate length in the longitudinal direction to form an inverted T-shaped support block, and a support wall is formed on the support wall of the block. CONSTITUTION:A horizontal fixed floor plate 3 is formed on the lower side of a vertical support wall 2 with a support block 1 made of reinforced concrete, having an adequate length in the longitudinal direction, to form an inverted T-shaped block. Many fitting parts 4 with tapped holes to be connected with support arms 5 are attached to both sides of the wall 2. The fitting parts 6 of bolts in the arms 5 are connected to the fitting parts 4 and the arms 5 are projectionally formed on adequate positions of both sides of the wall 2. The fitting parts 4 are of a fit-in or projected or coupling mechanism, besides screwing mechanism. Many cables can thus be surely and effectively buried even in narrow places.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、電線、電話線、交通信号機、有線放送線な
どのケーブルを市街地の歩道地下に埋設するについて、
特に既埋設物が密接し、また歩道幅が小さいなどの狭い
条件下でのこれらケーブルの埋設に用いるキャブシステ
ム用枠およびその構築方法に関する。
[Detailed Description of the Invention] (Industrial Application Field) This invention relates to burying cables such as electric wires, telephone lines, traffic signals, and wired broadcasting lines underground on sidewalks in urban areas.
In particular, the present invention relates to a frame for a cab system used for burying cables under narrow conditions such as existing buried objects are close to each other and the sidewalk width is small, and a method for constructing the same.

(従来の技術) 従来、この種ケーブルを埋設するためのキャブシステム
用構築部材は、埋設後も作業するための空洞を確保する
上から断面口形の坑道枠に蓋をした蓋掛式、筒形の箱型
式、または狭い場所でのコンクリート打込形の管路式な
どのものがある。
(Prior art) Conventionally, construction members for cab systems for burying this type of cable have been a lid-hung type, a cylindrical type, in which a tunnel frame with a cross-sectional opening is covered from above to ensure a cavity for working even after burying. There are two types: the box type, and the pipe type that is poured into concrete in narrow spaces.

(発明が解決しようとする課題) 従来の蓋掛式および箱型式のキャブシステム用構築部材
では、その構成上、既埋設物の密接していない広い幅の
歩道下に埋設する場合には支障がないものの、狭い場所
での埋設では幅がとれないため、管路式のキャブシステ
ム用構築部材を用いて埋設が行われてきた。管路式キャ
ブシステム用構築部材は、コンクリート打込みで形成し
たブロック体にケーブルを挿通する導管を設けて成るも
ので、導管同士は互いに離隔距離のとれない構成である
ものの隔壁により遮断されているため、異種ケーブル(
電気ケーブルと電話ケーブル)を同一ブロックの各導管
に収容することは可能である。
(Problems to be Solved by the Invention) Due to their configuration, conventional cover-type and box-type construction members for cab systems pose problems when buried under wide sidewalks that are not in close contact with existing buried objects. However, since the width cannot be secured when burying in a narrow place, burying has been carried out using conduit-type cab system construction members. Construction components for conduit-type cab systems are constructed by placing conduits through which cables are inserted into blocks formed by pouring concrete, and although the conduits are constructed so that they cannot be separated from each other, they are blocked by partition walls. , dissimilar cables (
It is possible to accommodate electrical and telephone cables in each conduit of the same block.

しかし、間隔をおいて各所に設けたマンホール部におい
て、ブロック各導管から出た各ケーブルが隔壁なしの近
接状態となって互いの離隔距離が不足するため、異種ケ
ーブルを同一ブロックの各導管に収容することができな
い欠点があり、現場での異種ケーブルに対応しきれない
などの問題点があった。
However, in the manholes provided at various locations at intervals, the cables coming out of each conduit of each block are close together without a partition wall, and the distance between each other is insufficient, so different types of cables are accommodated in each conduit of the same block. However, there were problems such as the inability to handle different types of cables in the field.

この発明は、このような狭い場所で、且つ多数の異種ケ
ーブルに対応して収容し埋設することができるキャブシ
ステム用枠およびその構築方法の提供を目的とする。
The object of the present invention is to provide a frame for a cab system that can accommodate and bury a large number of different types of cables in such a narrow space, and a method for constructing the same.

(課題を解決するための手段) この発明のキャブシステム用枠は上記の目的を達成する
ため、長さ方向に沿って適当な長さを付した垂直状の支
柱壁の下辺部に固定床板を設けて断面倒T字形の支持ブ
ロックを形成し、該支持ブロックの支柱壁両面に支持腕
を突設して成ることを特徴とし、幅および深さの小さい
限られた狭いスペースでの多数の異種ケーブルの埋設を
可能にした。
(Means for Solving the Problems) In order to achieve the above object, the frame for a cab system of the present invention has a fixed floor plate attached to the lower side of a vertical support wall with an appropriate length along the length direction. It is characterized by forming a support block with a T-shaped cross-section, and having support arms protruding from both sides of the column walls of the support block. This makes it possible to bury cables.

支柱壁面に設けた取付部に支持腕を装着する支持ブロッ
クでは、現場でのケーブルの増加に応じて支持腕を増設
してケーブルを収容することができる。
In a support block in which support arms are attached to mounting portions provided on the support wall surface, the support arms can be added to accommodate cables as the number of cables increases at the site.

支柱壁上辺部を幅広に形成して保護縁とした支持ブロッ
クでは、埋設後歩道に車両を乗入れた場合、その荷重を
この保護縁で受は止めて、支持腕で受支しているケーブ
ルをこの荷重から護るため、ケーブルを安全に敷設保持
することができる。
For support blocks with a protective edge formed by widening the upper part of the support wall, when a vehicle drives onto the sidewalk after burying the support block, the load will be stopped by the protective edge and the cable supported by the support arm will be protected. To protect against this load, cables can be laid and held safely.

支持ブロックの垂直支柱壁を長さ方向に沿って上下複数
に分割することにより、埋設地下の状況による深さ制限
に即応して深浅調節することができると共に、狭い場所
での支持ブロック埋設の積み重ね過程の開放状態で多数
ケーブルを遂次収容することができるため、その収容作
業が容易であるなどの効果がある。
By dividing the vertical support wall of the support block into multiple upper and lower parts along the length, it is possible to adjust the depth and shallowness in response to depth restrictions due to underground conditions, and it is also possible to stack the support blocks in a narrow place. Since a large number of cables can be sequentially accommodated in an open state during the process, the accommodation work is easy.

(作用) 上記のような構成および方法から、断面側丁字形の支持
ブロックの支柱壁は、固定床板の据付けにより、長さ方
向に沿って垂直状に強力に支持されて固定し、この強固
な支持力を有する支柱壁の両壁面を利用して突設した支
持腕で多数の埋設ケーブルを長さ方向に沿ってそれぞれ
安定よく受支して、支柱壁を中心とした薄い幅のスペー
スで多くのケーブルを嵩低(収容受支することができる
ため、これを土砂で埋込むことにより、ケーブル埋設に
必要な枠体の所定スペースを最小の幅狭$よび深さにす
ることができると共に、支柱壁により別異のケーブルを
完全に振分は隔絶し、且つ互いに必要な離隔、距離を保
つべく支持腕を離間させて突設することが容易であるた
め異種ケーブル同士の互いの影響を回避させて受支する
ことができ、多くの異種ケーブルを安定よく埋設するこ
とができるよう作用する。
(Function) From the above structure and method, the support wall of the support block with a T-shaped cross section is strongly supported and fixed vertically along the length direction by installing the fixed floor plate, and this strong A large number of buried cables can be stably supported along the length using the supporting arms protruding from both sides of the support wall, which has supporting capacity, and can be installed in a narrow space centered around the support wall. By burying the cable with earth and sand, the predetermined space of the frame required for burying the cable can be minimized in width and depth. Different types of cables can be completely separated from each other by the support wall, and the support arms can be easily spaced apart to maintain the required separation and distance from each other, thereby avoiding the influence of different types of cables on each other. This allows many different types of cables to be buried stably.

(実施例) この発明に係るキャブシステム用枠の実施例について図
面を用いて説明する。
(Example) An example of the cab system frame according to the present invention will be described with reference to the drawings.

第1〜3図はいずれもこの発明を各々実施せるキャブシ
ステム用枠の斜視図で、支持ブロック(1)は内部に鉄
筋を施してコンクリートを主体として成り、長さ方向に
沿って適当な長さを付した垂直状の支柱壁(2)の下辺
部に水平状の固定床板(3)を設けて断面側丁字形に形
成し、支柱壁(2)の両面に支持腕(5)を装着するネ
ジ穴から成る取付部(4)(4)を多数設け、この取付
部(4)(4)に支持腕(5)のボルトから成る取付部
(6)を結合して支柱壁(2)の両面適所に支持腕(5
)(5)を水平に突設して成る。この取付部(4)(6
)は螺子機構によるもののほか嵌合、掛合など任意の機
構により装着突設する。支持腕(5)を支柱壁(2)と
一体に突設させることも考えられるが、互いの取付部(
4)(6)で支柱壁(2)に着脱自在に突設させること
により、埋設現場でのケーブルの多寡に応じて支持腕(
5)を各種変更させて突設させることができる上で効果
があり、搬送など取扱いの上でも有利である。
Figures 1 to 3 are perspective views of cab system frames in which the present invention can be carried out, and the support block (1) is mainly made of concrete with reinforcing steel inside, and has an appropriate length along its length. A horizontal fixed floor plate (3) is provided on the lower side of the vertical support wall (2) with a ridge, forming a T-shaped cross section, and support arms (5) are attached to both sides of the support wall (2). A large number of mounting portions (4) (4) consisting of screw holes are provided, and a mounting portion (6) consisting of bolts of the support arm (5) is connected to the mounting portions (4) (4) to attach the support arm (5) to the support wall (2). Support arms (5
) (5) is provided horizontally protruding. This mounting part (4) (6
) is attached and protruded by any mechanism such as fitting or engaging in addition to the screw mechanism. It is conceivable to provide the support arm (5) integrally with the support wall (2), but the mounting portions (
4) By removably protruding from the support wall (2) in (6), the support arm (
5) can be modified in various ways to protrude, and it is also advantageous in terms of handling such as transportation.

第2図に示すように、支持ブロック(1)の支柱壁(2
)上辺部を長さ方向に沿って幅広に形成して保護縁(2
a)を設けることにより、歩道に車両が乗入れることの
ある場所での埋設では、歩道面と埋設ケーブルαυが近
接しているため、支柱壁(2)に突設せる支持腕(5)
で受支されたケーブルαGをこの車両の荷重から保護し
て安全な敷設を保持することができると共に、管路保護
板(至)を掛設する際にこの保護縁(2a)が支持縁と
なって安定した掛合が得られる等の効果がある。
As shown in FIG.
) The upper side is formed wide along the length direction to form a protective edge (2
By providing the support arm (5) that protrudes from the support wall (2), since the sidewalk surface and the buried cable αυ are close to each other in places where vehicles may drive onto the sidewalk.
It is possible to protect the cable αG supported by the vehicle from the load of this vehicle and maintain safe laying, and when hanging the conduit protection plate (to), this protective edge (2a) can be used as a supporting edge. This has the effect of providing stable engagement.

、第3図に示すように、支持ブロック(1ンの支柱壁(
2)を長さ方向に沿って上下に複数に分割して、金属材
から成る断面コ字形の結合部材(7)を積重ねた支柱壁
各部(2W) (2X) (2Y)の両面に背中合せの
縦状に添わせてボルトナツト(8)(8)で結合して支
持ブロック(1)を構成することにより、埋設現場での
状況に応じて支持ブロック(1)の丈を深浅調節するこ
とができ、現場までの搬送においても嵩低くして取扱い
易いと共に、最上部の支柱壁部(2′w)に保護縁(2
a)を設けた場合には、現場の埋設過程でこの支柱壁部
(2′w)を最後に結合させ、または取り外すことによ
り、支持腕(2)へのケーブルQυαO取付作業が容易
に且つ確実になる。
, as shown in Fig.
2) is divided vertically into a plurality of parts along the length direction, and a connecting member (7) made of metal material and having a U-shaped cross section is stacked on each support wall part (2W) (2X) (2Y). By configuring the support block (1) by connecting them vertically with bolts and nuts (8) (8), the length of the support block (1) can be adjusted depending on the situation at the burial site. The structure is low in bulk and easy to handle when transported to the site, and the top support wall (2'w) has a protective edge (2'w).
a), by connecting or removing this support wall (2'w) last during the on-site burial process, the cable QυαO attachment work to the support arm (2) can be done easily and reliably. become.

次に、この発明を実施せるキャブシステム用枠の構築方
法における施工例を第4〜7図について順次説明すると
、第4図で道路の舗装面(9)をカッターで切断して所
定の幅および深さの溝穴αOを掘さくして形成し、該溝
穴α0の床面に基礎砕石αη、敷モルタル(2)から成
る養生床を施して断面倒T宇形の支持ブロック(1)の
固定床板(3)を据付けて長さ方向に連繋し、第5図で
支持ブロック(1)の溝穴α0に沿った両側部に当矢板
α吋3を配し、この当矢板α埠α]を内側から支持ブロ
ック(1)を介して上下に亘り切梁α荀α→で突張らせ
て装着し、その外側に土砂を埋戻して支持ブロック(1
)を溝穴aQ内に固定し、第6図で、その状態で支持ブ
ロック(1)の支柱壁(2)の両側面の適所に支持腕(
5)(5)を長さ方向に並列すべく装着突設し、この支
持腕(5)(5)でケーブル(ハ)αυを挿通収容する
支持管a0を長さ方向に沿って受支して、埋設工事続行
中の夜間などには溝穴a0の上口を開閉可能に覆工板α
ηで仮覆いし、第7図で、ケーブルαυの敷設完了後、
切梁αくα→を外して当矢板α3(13を取り除き、溝
穴αQに土砂を埋め固めて支持ブロック(1)を支持管
QQと共に埋込んでローラー固めし、埋設深さが比較的
浅いため歩道舗装の修繕工事等で掘り返えす際、支持ブ
ロック(1)で支持されている埋設ケーブルQ5を損傷
、切断するなどの事故を起し易く、これを防ぐためのコ
ンクリート製の管路保護板a→を支持ブロック(1)の
支柱壁(2)と辺部に載せ掛けて敷き、その上面に舗装
(9a)を施して道路を腹元させてケーブル埋設が完了
するもので、狭いスペースでのケーブル埋設を効果的に
している。
Next, a construction example of a method for constructing a frame for a cab system in which the present invention can be carried out will be explained sequentially with reference to FIGS. 4 to 7. In FIG. A groove hole αO of a depth is dug and formed, and a curing bed made of crushed basic stone αη and mortar (2) is applied to the floor surface of the groove α0, and a support block (1) with a cross-sectional surface T U-shaped is fixed. The floorboards (3) are installed and connected in the length direction, and as shown in Fig. 5, the pile sheets α 吾 3 are arranged on both sides along the slot α0 of the support block (1), and the pile sheets α] The support block (1) is installed by being stretched vertically from the inside through the support block (1) with struts α→α→, and the outside is backfilled with earth and sand.
) is fixed in the slot aQ, and in that state, as shown in Figure 6, support arms (
5) (5) are mounted and protruded so as to be parallel in the length direction, and the support arms (5) (5) support the support tube a0 through which the cable (c) αυ is inserted and accommodated along the length direction. The lining plate α can be opened and closed at night while the burial work continues.
After temporarily covering with η and completing the installation of cable αυ in Figure 7,
Remove the struts α and α→, remove the sheet pile α3 (13), fill in the groove αQ with soil, and bury the support block (1) together with the support pipe QQ and compact it with a roller, so that the burial depth is relatively shallow. Therefore, when digging up for sidewalk pavement repair work, etc., it is easy to damage or cut the buried cable Q5 supported by the support block (1), and to prevent this, concrete conduit protection is used. Plate a is placed on the support wall (2) and side of the support block (1), paving (9a) is applied to the top surface of the board, and the cable burial is completed by placing the road at the bottom, which is suitable for narrow spaces. This makes cable burying more effective.

支持ブロック(1)(1)の長さ方向に連繋する互いの
接面を凹凸状に噛み合わせボルトナツトで連結すること
も可能で、管路保護板(ト)も同様に支持ブロック(1
)の支柱壁(2)上辺部にボルトナツト、アンカーなど
で固定することにより、互いの連結および掛合を一層確
実にすることができる。
It is also possible to engage the contact surfaces of the support blocks (1) (1) in the length direction with bolts and nuts in an uneven manner, and connect the conduit protection plate (G) with the support blocks (1) in the same way.
) can be fixed to the upper side of the support wall (2) with bolts, nuts, anchors, etc., to further ensure mutual connection and engagement.

(発明の効果) この発明は上記の構成および方法から成り、断面倒T字
形に形成した支持ブロックの垂直状支柱壁はその下辺部
に一体に設けた水平状固定床板が基礎となって強力に支
持されて、埋設すべく掘さくした溝穴の床面に据付けた
とき垂直状に安定よく固定される。この大きな支持力を
有する支柱壁の壁面を利用して突設した支持腕でケーブ
ル(支持管)を受支して敷設した後、土砂で埋込まれる
もので、ケーブル(支持管)を堅牢確実に収容し且つ効
率的に埋設することができ安全であると共に、ケーブル
を支柱壁を挾んだ両側に隔離し、また上下に充分離間さ
せて受支することが可能であるため、互いに影響し合わ
ない隔絶が要求されるケーブルなどの埋設に効果がある
。ことに、全体を断面何丁字形とした簡潔構成の支持ブ
ロックは、固定床板部で固定された垂直状の長さ方向に
沿う支柱壁を中心にケーブル(支持管)を安定よく受支
敷設してケーブル(支持管)を直接土砂で埋め込む構成
から、埋設ケーブルを収容するキャブシステム用枠の長
さ方向に沿った埋設幅および深さが極めて小さく、且つ
多数のケーブルを収容支持することができるため、道路
幅の狭い場所、また既埋設物の接近している狭い場所な
どでの多数のケーブルを効率よく確実に埋設することが
できると共に、簡潔単一の断面何丁字形の支持ブロック
構成がその成形過程を一層簡易にしてコストダウンを実
現し、しかも、キャブシステム周枠構築の埋設過程でも
固定床板を有する単一構成であるため据付けるだけの簡
単な作業で強固な固定が得られて、従来のような煩雑な
組合せ構成によって費していた工期を大幅に短縮するこ
とができることにより、道路をケーブル埋設工事のため
に長く占拠する不利を解消して通行の妨げを可及的中な
くすることができ、併せて、埋設工費の軽減を実現する
ことができる等多くの効果を奏する。
(Effects of the Invention) This invention consists of the above structure and method, and the vertical support wall of the support block formed in a T-shape in cross section is strongly supported by the horizontal fixed floor plate integrally provided at the lower side thereof. It is supported and stably fixed vertically when installed on the floor of a trench dug for burial. The cable (support pipe) is supported and laid using the supporting arm that protrudes from the wall surface of the support wall, which has a large supporting capacity, and is then buried in earth and sand to ensure that the cable (support pipe) is strong and secure. It is safe because the cables can be buried efficiently and safely, and the cables can be separated on both sides of the support wall, and the cables can be supported with a sufficient distance between the top and bottom, so that they do not affect each other. Effective for burying cables that require unsuitable isolation. In particular, the simple structure of the support block, which has a T-shaped cross-section as a whole, allows cables (support pipes) to be stably supported around the vertical support wall that is fixed at the fixed floor plate. Since the cable (support pipe) is directly buried with earth and sand, the buried width and depth along the length of the cab system frame that accommodates the buried cable is extremely small, and it is possible to accommodate and support a large number of cables. This makes it possible to efficiently and reliably bury a large number of cables in places with narrow roads or in narrow places where existing buried objects are close together. The molding process has been further simplified and costs have been reduced. Furthermore, even during the burying process of constructing the cab system surrounding frame, a single structure with a fixed floor plate provides strong fixation with a simple installation process. By significantly shortening the construction period required by conventional complicated combinations, the disadvantage of occupying the road for a long time for cable burying work is eliminated, and the obstruction of traffic is minimized. In addition, there are many effects such as reduction in burial construction costs.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図はこの発明を実施せるキャブシステム用枠の斜視
図、第2図および第3図はいずれもこの発明を実施せる
他の実施例を示すキャブシステム用枠の支持腕を取り外
した状態の斜視図、第4図乃至第7図はこの発明を実施
せるキャブシステム用枠の構築方法における埋設過程を
順次示す縦断面図である。 図中、(1)は支持ブロック、(2)は支柱壁、(2a
)は保護縁、(2W) (2X) (2Y)は分割支柱
壁、(3)は固定床板、(4)は取付部、(5)は支持
腕、(6)は取付部を示す。
FIG. 1 is a perspective view of a frame for a cab system in which the present invention can be carried out, and FIGS. 2 and 3 are views of other embodiments in which the frame for a cab system is removed with the supporting arms removed. The perspective views and FIGS. 4 to 7 are vertical sectional views sequentially showing the embedding process in the method of constructing a frame for a cab system according to the present invention. In the figure, (1) is a support block, (2) is a support wall, (2a
) indicates the protective edge, (2W) (2X) (2Y) indicates the divided support wall, (3) indicates the fixed floor plate, (4) indicates the mounting section, (5) indicates the support arm, and (6) indicates the mounting section.

Claims (5)

【特許請求の範囲】[Claims] (1)長さ方向に沿って適当な長さを付した垂直状の支
柱壁の下辺部に固定床板を設けて断面倒T字形の支持ブ
ロックを形成し、該支持ブロックの支柱壁面に支持腕を
突設して成るキャブシステム用枠。
(1) A fixed floor plate is provided on the lower side of a vertical support wall with an appropriate length along the length direction to form a support block with a T-shaped cross section, and support arms are attached to the support wall surface of the support block. A frame for a cab system consisting of a protruding structure.
(2)前記支持ブロックの支柱壁面に取付部を設け、該
取付部に支持腕を装着して突設した請求項1記載のキャ
ブシステム用枠。
(2) The frame for a cab system according to claim 1, wherein a mounting portion is provided on the support wall surface of the support block, and a support arm is attached to and protrudes from the mounting portion.
(3)前記支持ブロックの支柱壁上辺部に幅広の保護縁
を形成して設けた請求項1または2記載のキャブシステ
ム用枠。
(3) The frame for a cab system according to claim 1 or 2, wherein a wide protective edge is formed on the upper side of the support wall of the support block.
(4)前記支持ブロックの支柱壁を、長さ方向に沿って
上下複数に分割し、互いに連結して成る請求項1乃至3
のいずれか1に記載のキャブシステム用枠。
(4) Claims 1 to 3 in which the support wall of the support block is divided into a plurality of upper and lower parts along the length direction and are connected to each other.
The frame for the cab system according to any one of the above.
(5)長さ方向に沿って適当な長さを付した垂直状の支
柱壁とその下辺部に設けた固定床板とで断面倒T字形の
支持ブロックを形成し、道路に掘設した溝穴の養生床部
に支持ブロックの固定床部を据付けて長さ方向に順次連
繋し、支持ブロックの支柱壁面に突設した支持腕でケー
ブルを受支敷設して土砂で埋め固める工程から成るキャ
ブシステム用枠の構築方法。
(5) A support block with a T-shaped cross section is formed by a vertical support wall with an appropriate length along the length and a fixed floor plate installed on the lower side of the support block, and a groove is dug in the road. A cab system consisting of the process of installing the fixed bed part of the support block on the curing bed part of the support block, connecting them sequentially in the length direction, supporting the cable with support arms protruding from the support wall of the support block, and filling it with earth and sand. How to construct a frame.
JP5084288A 1988-03-03 1988-03-03 Cap system frame and construction method thereof Expired - Lifetime JPH0652009B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5084288A JPH0652009B2 (en) 1988-03-03 1988-03-03 Cap system frame and construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5084288A JPH0652009B2 (en) 1988-03-03 1988-03-03 Cap system frame and construction method thereof

Publications (2)

Publication Number Publication Date
JPH01226980A true JPH01226980A (en) 1989-09-11
JPH0652009B2 JPH0652009B2 (en) 1994-07-06

Family

ID=12869994

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5084288A Expired - Lifetime JPH0652009B2 (en) 1988-03-03 1988-03-03 Cap system frame and construction method thereof

Country Status (1)

Country Link
JP (1) JPH0652009B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003060242A1 (en) * 2002-01-16 2003-07-24 Angel Garcia Ballesteros Underground pipe and cable gallery which can be inspected
CN114251515A (en) * 2021-12-23 2022-03-29 山西建筑工程集团有限公司 Road and bridge structure for protecting shallow buried pipeline in construction municipal road engineering and use method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2003060242A1 (en) * 2002-01-16 2003-07-24 Angel Garcia Ballesteros Underground pipe and cable gallery which can be inspected
US7156582B2 (en) 2002-01-16 2007-01-02 Angel Garcia Ballesteros Inspectable tunnel for underground pipes and cables
CN114251515A (en) * 2021-12-23 2022-03-29 山西建筑工程集团有限公司 Road and bridge structure for protecting shallow buried pipeline in construction municipal road engineering and use method thereof

Also Published As

Publication number Publication date
JPH0652009B2 (en) 1994-07-06

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