JP2001211540A - Sectional handhole and assebling method for the handhole - Google Patents

Sectional handhole and assebling method for the handhole

Info

Publication number
JP2001211540A
JP2001211540A JP2000017170A JP2000017170A JP2001211540A JP 2001211540 A JP2001211540 A JP 2001211540A JP 2000017170 A JP2000017170 A JP 2000017170A JP 2000017170 A JP2000017170 A JP 2000017170A JP 2001211540 A JP2001211540 A JP 2001211540A
Authority
JP
Japan
Prior art keywords
square
joint
block
rear width
height
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
JP2000017170A
Other languages
Japanese (ja)
Inventor
Nobuyuki Fujii
信行 藤井
Yasuhiro Kamata
康寛 鎌田
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.)
East Japan Railway Co
Original Assignee
East Japan Railway Co
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 East Japan Railway Co filed Critical East Japan Railway Co
Priority to JP2000017170A priority Critical patent/JP2001211540A/en
Publication of JP2001211540A publication Critical patent/JP2001211540A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a sectional handhole constituting a guide-protection wall of square-barrel shape for guiding from the surface of the ground to a certain depth of the ground that is dug at the both sides of a road in the case a cable or the like of a signal cable that is laid along with a railway crosses the road where a grade crossing is constructed, and also to provide an assembling method for the handhole. SOLUTION: At the right end and the left end of a rectangle cube composed of the right-left width, front-rear width and the height, square holes having a square of the front-rear width and a half of the height are notched in different levels. At the left end thereof, there are formed a left-side bottom mating face having a square of the front-rear width and a left-side mating face having the half-height level of which the upper edge connects to the bottom mating face. Likewise at the right end, there are formed a right-side top mating face having the square of the front-rear width and a right-side mating face having the half-height level of which the lower edge connects to the top mating face. Then concrete blocks respectively having a right connecting hole and a left connecting hole that are vertically bored through the blocks are piled in square at the center of the left-side bottom mating face and at the center of the right-side top mating face.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明が属する技術分野】この発明は、鉄道線路に沿っ
て敷設される信号ケーブル等のケーブルが踏切となる道
路を横断するときに、道路の両側にあって、地表から一
定深さの地中まで案内する筒型案内保護壁を構成する組
立式ハンドホールおよび組立式ハンドホールの設置方法
に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underground having a certain depth from the ground surface on both sides of a road when a cable such as a signal cable laid along a railway line crosses the road at which the railroad crosses. The present invention relates to an assembling handhole that constitutes a cylindrical guide protection wall that guides up to and a method for installing the assembling handhole.

【0002】[0002]

【従来の技術】従来、道路の両側ではコンクリートトラ
フとハンドホールを設置し、コンクリートトラフに収容
された信号ケーブル等のケーブルをハンドホール内に導
入収容し、地表から一定深さの底部まで案内し、その深
さで道路下に敷設され、ハンドホールに接続するコンク
リート管等を通して道路下を横断し、反対端に接続する
ハンドホールに信号ケーブル等のケーブルを収容して上
方に案内し、再びハンドホールに接続するコンクリート
トラフに収容し鉄道線路に沿って信号ケーブル等のケー
ブルが敷設されるものである。そして、これらハンドホ
ールは、現場で、穴掘りが行われた後、型枠が組まれ、
コンクリートが流されて、構築されるものであった。ま
た、各種規格型のコンクリート製品も提供されており、
それらを現場に運搬して敷設する場合もあった。
2. Description of the Related Art Conventionally, concrete troughs and handholes have been installed on both sides of a road, and cables such as signal cables housed in the concrete troughs have been introduced and housed in the handholes and guided from the ground surface to a bottom of a certain depth. It is laid under the road at that depth, traverses under the road through a concrete pipe etc. connected to the handhole, accommodates cables such as signal cables etc. in the handhole connected to the opposite end, guides it upward, and hands again A cable such as a signal cable is laid along a railway line, housed in a concrete trough connected to the hall. And after these holes are dug at the site, the formwork is assembled,
The concrete was washed away and built. In addition, various types of concrete products are also provided,
In some cases, they were transported to the site and laid.

【0003】[0003]

【発明が解決しようとする課題】前記従来のコンクリー
トを現場打ちするものでは、型枠施工の作業員の手配、
コンクリート打ち作業の手配と、短期間で工期が完了し
ない欠点があった。また既成品を運搬して敷設する場
合、重量があるために、現場迄の運搬およびそれを敷設
するために、クレーン等の重機を必要とするが、現場が
狭く、持ち込めないものである。
In the above-mentioned conventional method of casting concrete in place, it is necessary to arrange a worker for formwork construction,
There was a drawback that the construction period was not completed in a short period of time while arranging concrete pouring work. When transporting and laying ready-made products, heavy equipment such as a crane is required for transportation to the site and laying it because of the weight, but the site is narrow and cannot be carried.

【0004】この発明は、かかる欠点を改善しようとな
されたもので、現場において、手頃な重量のブロックを
組み立てることより作業が進行し、型枠施工の手間も、
またコンクリート打ち作業もなく、短期間の工期で堅牢
なハンドホールの完成を目的になされたものである。
The present invention has been made in order to improve such a drawback, and the work is progressed by assembling a block having a reasonable weight on the site, and the labor for forming the formwork is reduced.
In addition, there was no concrete pouring work, and the purpose was to complete a robust handhole with a short construction period.

【0005】[0005]

【課題を解決するための手段】左右幅と、前後幅と、高
さの長方形体の左端部と右端部に、前後幅の正方形で、
かつ高さの1/2高さで構成される方形体部分を段違い
に切り欠き、その左端部に前後幅の正方形の左正方形接
合下面およびその左正方形接合下面に上縁が接続する1
/2段違い左方形側接合面を形成し、反対の右端部に前
後幅の正方形の右正方形接合上面および右正方形接合上
面に下縁が連接する1/2段違い右方形側接合面を形成
し、前記左正方形接合下面の中心および前記右正方形接
合上面の中心に、夫々上下に貫通する左連結孔と右連結
孔を開口して構成されるブロックを方形に積み上げてな
る組立式ハンドホールにある。
Means for Solving the Problems A left and right width, a front and rear width, and a rectangular body having a front and rear width are provided on the left and right ends of a rectangular body having a height.
And a square portion having a height equal to 1/2 of the height is cut out in a stepwise manner, and the left end thereof is connected to the lower surface of the left and right square joints of the front and rear width and the upper edge is connected to the lower surface of the left square joint.
Forming a left / right-side joining surface with a difference of two steps, a right-side joining surface of a square with a front-rear width at the opposite right end, and a right / left-step joining surface with a lower edge connected to the right-square joining upper surface, An assembling handhole is formed by stacking blocks formed by opening a left connecting hole and a right connecting hole vertically penetrating at the center of the lower surface of the left square joint and the center of the upper surface of the right square joint, respectively.

【0006】ブロックは、コンクリートにより製造し、
内部に骨格鉄筋を配筋してもよいものである。
[0006] The block is made of concrete,
A skeletal reinforcing bar may be arranged inside.

【0007】ブロックの左連結孔と右連結孔は、防蝕加
工をした金属角パイプと、これに溶接した固定鉄筋とに
より設けた角孔構成部材を内臓させることによって開口
してもよいものである。
The left connecting hole and the right connecting hole of the block may be opened by incorporating a square hole component member provided by a corrosion-resistant metal square pipe and a fixed reinforcing bar welded thereto. .

【0008】左右幅と、前後幅と、高さの長方形体の左
端部と右端部に、前後幅の正方形で、かつ高さの1/2
高さで構成される方形体部分を段違いに切り欠き、その
左端部に前後幅の正方形の左正方形接合下面およびその
左正方形接合下面に上縁が接続する1/2段違い左方形
側接合面を形成し、反対の右端部に前後幅の正方形の右
正方形接合上面および右正方形接合上面に下縁が連接す
る1/2段違い右方形側接合面を形成し、前記左正方形
接合下面の中心および前記右正方形接合上面の中心に、
夫々上下に貫通する左連結孔と右連結孔を開口して構成
されるブロックの2個を直列方向に並べ、次に90度折
曲して2個を直列方向に並べて方形枠を構成し、各ブロ
ックの左連結孔と右連結孔に上下に貫通する連結異形鉄
筋を挿入した後、モルタルを充填してなるハンドホール
の組立式製造方法にあるる。
The left and right ends of the rectangular body having the left-right width, the front-rear width, and the height are squares of the front-rear width and 1 / of the height.
The square body portion composed of the height is cut out in a stepwise manner, and the left end thereof has a left and right square joining lower surface of a front and rear width square and a 1/2 step difference left square side joining surface in which the upper edge is connected to the lower square joining lower surface. The right square joint upper surface and the right square joint upper surface of the front-rear width are formed at the opposite right end, and the lower edge is connected to the right square joint upper surface. In the center of the upper surface of the right square joint,
Two blocks each having a left connecting hole and a right connecting hole that penetrate vertically are arranged in a series direction, and then bent at 90 degrees to form a square frame by arranging the two blocks in a series direction, A method for assembling and manufacturing a handhole in which a deformed reinforcing bar penetrating vertically is inserted into a left connecting hole and a right connecting hole of each block, and then mortar is filled.

【0009】左右幅と、前後幅と、高さの長方形体の左
端部と右端部に、前後幅の正方形で、かつ高さの1/2
高さで構成される方形体部分を段違いに切り欠き、その
左端部に前後幅の正方形の左正方形接合下面およびその
左正方形接合下面に上縁が接続する1/2段違い左方形
側接合面を形成し、反対の右端部に前後幅の正方形の右
正方形接合上面および右正方形接合上面に下縁が連接す
る1/2段違い右方形側接合面を形成し、前記左正方形
接合下面の中心および前記右正方形接合上面の中心に、
夫々上下に貫通する左連結孔と右連結孔を開口して構成
されるブロックを、土中に底板を敷き、その底板の上面
に、側縁に沿って前記ブロックを並べて積み上げ、個々
のブロックは、左側のブロックの右正方形接合上面に対
して、右側のブロックの左正方形接合上面が連接し、ま
た左側のブロックの右端部の右端側面に対して右側のブ
ロックの1/2段違い左方形側接合面が、左側のブロッ
クの1/2段違い右方形側接合面が右側のブロックの左
端部の左端側面が夫々連接して空間なく接合し、右正方
形接合上面と左正方形接合上面の中心を上下に貫通する
左連結孔と右連結孔に連結異形鉄筋7を挿入した後、モ
ルタルを充填して固化し、夫々の連接面で規制されて一
体に連結するハンドホールの組立式製造方法としてもよ
いものである。
At the left and right ends of the rectangular body having the right-left width, the front-rear width, and the height, a square of the front-rear width and の of the height are provided.
The square body portion composed of the height is cut out in a stepwise manner, and the left end thereof has a left and right square joining lower surface of a front and rear width square and a 1/2 step difference left square side joining surface in which the upper edge is connected to the lower square joining lower surface. The right square joint upper surface and the right square joint upper surface of the front-rear width are formed at the opposite right end, and the lower edge is connected to the right square joint upper surface. In the center of the upper surface of the right square joint,
A block constituted by opening a left connection hole and a right connection hole penetrating vertically, respectively, laying a bottom plate in the soil, on the upper surface of the bottom plate, lining up the blocks along side edges, and stacking each block. The left square joint upper surface of the right block is connected to the right square joint upper surface of the left block, and the right block has a half step difference of the right block to the right end side surface of the right end of the left block. The left side of the left block of the right block is connected to the left side of the right block, and the left side of the right block is connected without any space. After the connection deformed reinforcing bar 7 is inserted into the left connection hole and the right connection hole penetrating, mortar is filled and solidified, and the assembly method of the handhole which is regulated by each connecting surface and connected integrally is good. It is.

【0010】[0010]

【発明の実施の形態】コンクリートにより製造し、内部
に骨格鉄筋を配筋して左右幅と、前後幅と、高さの長方
形体の左端部と右端部に、前後幅の正方形で、かつ高さ
の1/2高さで構成される方形体部分を段違いに切り欠
き、その左端部に前後幅の正方形の左正方形接合下面お
よびその左正方形接合下面に上縁が接続する1/2段違
い左方形側接合面を形成し、反対の右端部に前後幅の正
方形の右正方形接合上面および右正方形接合上面に下縁
が連接する1/2段違い右方形側接合面を形成し、前記
左正方形接合下面の中心および前記右正方形接合上面の
中心に、夫々上下に貫通する左連結孔と右連結孔を防蝕
加工をした金属角パイプと、これに溶接した固定鉄筋と
により設けた角孔構成部材を内臓させることによって開
口して構成されるブロックを方形に積み上げてなる組立
式ハンドホールにある。
BEST MODE FOR CARRYING OUT THE INVENTION A skeletal rebar is made of concrete and reinforced with skeletal rebars inside. A rectangular body having a front-rear width and a left-right width, a front-rear width, and a height is provided on the left and right ends of a rectangular body. The square part composed of half of the height is cut out in a stepped manner, and the left end is connected to the lower surface of the left square joint of the front and rear width and the upper edge is connected to the lower surface of the left square joint. Forming a square-side joining surface, forming a right-side joining surface of a square with a front-rear width at the opposite right end, and a right-step joining surface having a 1/2 step with a lower edge connected to the right-square joining upper surface; At the center of the lower surface and the center of the upper surface of the right square joint, a metal square pipe provided with a corrosion-resistant metal square pipe having a left connection hole and a right connection hole penetrating vertically and a fixed reinforcing bar welded thereto is provided. It is constructed by opening it by making it internal organs There is a lock on the assembly type hand hole formed by stacking the square.

【0011】[0011]

【実施例】以下、この発明の組立式ハンドホールおよび
ハンドホールの組立式製造方法を実施例を示す図面によ
り説明すると、図1〜図4は、一例としてブロック1に
よりハンドホールおよびハンドホールの組立式製造方法
を示すものであって、そのブロック1は、基本的に、そ
の左右幅L1と、前後幅L2と、高さH1の長方形体の
左端部1aと右端部1bに、前後幅L2の正方形で、か
つH1の高さの1/2の高さ1/2Hで構成される方形
体部分を図示の如く、段違いに切り欠き、その左端部に
前後幅L2の正方形の左正方形接合下面2aおよびその
左正方形接合下面2aに上縁が接続する1/2段違い左
方形側接合面3aを形成し、反対の右端部に前後幅L2
の正方形の右正方形接合上面2bおよび右正方形接合上
面2bに下縁が連接する1/2段違い右方形側接合面3
bを形成し、前記左正方形接合下面2aの中心および前
記右正方形接合上面2bの中心に、夫々上下に貫通する
左連結孔4aと右連結孔4bを開口して構成される。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an assembly type handhole and an assembly type manufacturing method of a handhole according to the present invention. FIG. This shows a formula manufacturing method, in which a block 1 basically has a left and right width L1, a front and rear width L2, and a left and right width L2 on a left end 1a and a right end 1b of a rectangular body having a height H1. As shown in the figure, a square body having a square shape and a height 1 / 2H which is half the height of H1 is cut out in a stepwise manner, and a left square joining lower surface 2a having a front-rear width L2 is formed at the left end. And a left-half joint surface 3a whose upper edge is connected to the lower square joint lower surface 2a thereof is formed by a 1/2 step difference, and a front-rear width L2 is formed at the opposite right end.
Of the right square joint upper surface 2b and the right square joint surface 3 whose lower edge is connected to the right square joint upper surface 2b
b is formed, and a left connection hole 4a and a right connection hole 4b penetrating vertically are respectively opened at the center of the left square joint lower surface 2a and the center of the right square joint upper surface 2b.

【0012】この発明の組立式ハンドホールおよびハン
ドホールの組立式製造方法のブロック1は、前述のよう
な形状に形成されるから、踏切の現場では、土中に底板
5を敷き、その底板5の上面に、側縁に沿って前記ブロ
ック1を並べて積み上げ、ハンドホール6を完成するも
のである。ブロック1を積み上げるとき、図4に示すよ
うに、ブック1の2個を直列方向に並べ、次に90度折
曲して並べる。個々のブロック1、1は、左側のブロッ
ク1の右正方形接合上面2aに対して、右側のブロック
1の左正方形接合上面2bが連接し、また左側のブロッ
ク1の右端部1bの右端側面1b1に対して右側のブロ
ック1の1/2段違い左方形側接合面3aが、左側のブ
ロック1の1/2段違い右方形側接合面3bが右側のブ
ロック1の左端部1aの左端側面1a1が夫々連接して
空間なく接合し、左正方形接合上面2aと右正方形接合
上面2bの中心を上下に貫通する左連結孔4aと右連結
孔4bに連結異形鉄筋7が挿入された後、モルタル8が
充填されて固化し、夫々の連接面で規制されて一体に連
結するものである。
The block 1 of the prefabricated handhole and the prefabricated manufacturing method of the handhole according to the present invention is formed in the shape described above. The blocks 1 are arranged side by side along the side edges on the upper surface of the stack and the handhole 6 is completed. When stacking the blocks 1, as shown in FIG. 4, two books 1 are arranged in series and then folded at 90 degrees. The individual blocks 1 and 1 are connected to the right square joint upper surface 2b of the right block 1 and the right square joint upper surface 2b of the right block 1 and to the right end side surface 1b1 of the right end 1b of the left block 1 respectively. On the other hand, the left-side joining surface 3a of the right block 1 is different from the left by a half-step, the right-side joining surface 3b of the left block 1 is different by a half-step, and the left end side 1a1 of the left end 1a of the right block 1 is connected. Then, the deformed reinforcing bar 7 is inserted into the left connecting hole 4a and the right connecting hole 4b vertically penetrating the center of the left square joint upper surface 2a and the right square joint upper surface 2b, and then the mortar 8 is filled. It is solidified and regulated by each connecting surface to be integrally connected.

【0013】四隅でブロック1を90度折曲して並べる
場合においても、左側のブロック1の左正方形接合上面
2aに対して、右側のブロック1の右正方形接合上面2
bが右連結孔4bと左連結孔4aを中心に90度回転し
た状態で連接し、また左側のブロック1の右端部1bの
右端側面1b1は側壁面になって開放されるが、右端部
1bの対応後面が右側のブロック1の1/2段違い左方
形側接合面3aに連接し、左側のブロック1の1/2段
違い右方形側接合面3bが右側のブロック1の左端部1
aの対応後面に連接して空間なく接合し、同じく、左正
方形接合上面2aと右正方形接合上面2bの中心を上下
に貫通する左連結孔4aと右連結孔4bに挿入される連
結異形鉄筋7と、充填されて固化するモルタル8によっ
てそれら連接面で規制されて一体に連結するものであ
る。
Even when the blocks 1 are bent at 90 degrees at the four corners and arranged side by side, the right square joint upper surface 2a of the right block 1 is opposed to the left square joint upper surface 2a of the left block 1.
b is connected with the right connecting hole 4b and the left connecting hole 4a in a state of being rotated by 90 degrees, and the right end side 1b1 of the right end 1b of the left block 1 is opened as a side wall, but the right end 1b is opened. The rear surface of the right side of the block 1 is connected to the left-side joining surface 3a of the right block 1 by a half-step, and the right-side joining surface 3b of the left block 1 is connected to the left end 1 of the right block 1.
a, and is connected to the corresponding rear surface without a space, and is similarly connected to the left connection hole 4a and the right connection hole 4b which penetrate vertically through the center of the left square connection upper surface 2a and the right square connection upper surface 2b. And the mortar 8, which is filled and solidified, is regulated by the connecting surfaces to be integrally connected.

【0014】ブロック1は、図5および図6に示すよう
に、コンクリートにより製造し、内部に骨格鉄筋9を配
筋している。またブロック1の左連結孔4aと右連結孔
4bは、製造中に型枠(図示しない)を入れて開口する
ことができるが、この実施例では、図7に示すように、
防蝕加工をした金属角パイプ10と、これに溶接した固
定鉄筋11とにより設けた角孔構成部材12を内臓させ
ることによっても開口することができる。
As shown in FIGS. 5 and 6, the block 1 is made of concrete and has a skeletal reinforcing bar 9 arranged therein. Further, the left connecting hole 4a and the right connecting hole 4b of the block 1 can be opened by inserting a mold (not shown) during manufacturing. In this embodiment, as shown in FIG.
The opening can also be obtained by incorporating a square hole component member 12 provided by a metal square pipe 10 subjected to corrosion protection and a fixed reinforcing bar 11 welded thereto.

【0015】図8に示すブロック13は、前記ブロック
1における左連結孔4aと右連結孔4bの間隔を異にす
る実施例を示すもので、長方形体の左右幅L1が異な
り、前後幅L2と、高さH1は同一で、長方形体の左端
部13aと右端部13bに、ブロック1の前後幅L2の
正方形で、かつブロック1の高さH1の1/2高さ1/
2Hで構成される方形体部分を図示の如く、段違いに切
り欠き、その左端部13aに、ブロック1の前後幅L2
の正方形の左正方形接合下面14aおよびその左正方形
接合下面14aに上縁が接続する1/2段違い左方形側
接合面15aを形成し、反対の右端部13bにブロック
1の前後幅L2の正方形の右正方形接合上面14bおよ
びその右正方形接合上面14bに下縁が連接する1/2
段違い右方形側接合面15bを形成し、前記左正方形接
合下面14aの中心および右正方形接合上面14bの中
心に、夫々上下に貫通する左連結孔16aと右連結孔1
6bを、ブロック1の左連結孔4aと右連結孔4bと同
一の寸法に開口して構成される。
A block 13 shown in FIG. 8 shows an embodiment in which the distance between the left connecting hole 4a and the right connecting hole 4b in the block 1 is different. , The height H1 is the same, and the left end 13a and the right end 13b of the rectangular body are square with the front-rear width L2 of the block 1 and 1/2 the height H1 of the block 1
As shown in the figure, a rectangular body portion composed of 2H is cut out in a stepped manner, and a left and right width L2 of the block 1 is provided at the left end 13a.
The left square joint lower surface 14a and the left square joint lower surface 14a thereof are formed with a 1 / 2-step left square joint surface 15a whose upper edge is connected to the lower square joint lower surface 14a. Right square joint upper surface 14b and 1/2 whose lower edge is connected to right square joint upper surface 14b
A left connecting hole 16a and a right connecting hole 1 penetrating up and down are formed at the center of the left square joining lower surface 14a and the center of the right square joining upper surface 14b, respectively, forming a stepped right square side joining surface 15b.
6b is formed by opening the same size as the left connection hole 4a and the right connection hole 4b of the block 1.

【0016】底板5は、図9に示すように、4枚の方形
分割底板5a、5b、5c、5dに分割構成し、その各
方形分割底板5a、5b、5c、5dの中心2辺を角型
溝5a1、5b1、5c1、5d1に切り欠き、各方形
分割底板5a、5b、5c、5dの接続時に中心接続用
角孔17を構成し、この中心接続用角孔17に中心接続
用角パイプ18を嵌合し、各方形分割底板5a、5b、
5c、5dには、各角型溝5a1、5b1、5c1、5
d1内に夫々の先端が突出する中心連結用植込ボルト1
9を固植し、中心連結用植込ボルト19の先端を中心接
続用角パイプ18と嵌合して中心接続用角パイプ18の
内径面に突出させ、その夫々の突出部にナット20を螺
合して締め着し、方形分割底板5a、5b、5c、5d
の外周面に、夫々の連接面と対応して先端が外周面より
突出する外周面連結用植込ボルト21を固植し、夫々の
突出部にナット22を螺合して締め着し、全体を所要外
形寸法の底板5を構成してなるものである。
As shown in FIG. 9, the bottom plate 5 is divided into four rectangular bottom plates 5a, 5b, 5c, and 5d, and two center sides of each of the rectangular divided bottom plates 5a, 5b, 5c, and 5d are squared. Notches are formed in the mold grooves 5a1, 5b1, 5c1, and 5d1 to form a center connection square hole 17 when each of the rectangular divided bottom plates 5a, 5b, 5c, and 5d are connected. The center connection square hole 17 is formed in the center connection square hole 17. 18 are fitted, and each square division bottom plate 5a, 5b,
5c, 5d have square grooves 5a1, 5b1, 5c1, 5,
Center connecting studs 1 each of which protrudes into d1
9 is fixedly implanted, and the tip of the center connection stud 19 is fitted to the center connection square pipe 18 so as to protrude from the inner diameter surface of the center connection square pipe 18, and nuts 20 are screwed into the respective protruding portions. And tighten them together to form a square split bottom plate 5a, 5b, 5c, 5d
Are fixedly implanted on the outer peripheral surface of the outer peripheral surface, corresponding to the respective connecting surfaces, and the outer peripheral surface connecting studs 21 projecting from the outer peripheral surface, and nuts 22 are screwed and fastened to the respective protruding portions. To form a bottom plate 5 having required external dimensions.

【0017】前記ブロック1とブロック13または図示
しないが、その他の左連結孔4aと右連結孔4bとの寸
法が異なるブロックを用意し、それらを適宜組合わせる
ことにより各種寸法のハンドホールを構築することがで
きるものである。底板5についても、その各種寸法のハ
ンドホールに合わせて構成する。
Blocks 1 and 13 or blocks (not shown) having different dimensions of the left connecting hole 4a and the right connecting hole 4b are prepared, and hand holes of various sizes are constructed by appropriately combining them. Is what you can do. The bottom plate 5 is also configured according to the handholes of various dimensions.

【0018】構築されるハンドホール6は図4に示す段
数に限定されるものではなく、またその寸法にも各種構
築できるにように、組合わせることができるように用意
される。そして、図4では省略しているが、ブロック積
みの最上段と最下段では、ケーブル23を導入と導出す
るために、ブロック1を夫々外して構築する。図10
は、地表部分の構築例を示すもので、ハンドホール6の
最上段は蓋板24で閉鎖され、またハンドホール6の一
側にトラフブロック25が接続している。
The handholes 6 to be constructed are not limited to the number of steps shown in FIG. 4, but are prepared so that they can be combined so that various dimensions can be constructed. Although not shown in FIG. 4, the blocks 1 are detached and constructed at the uppermost and lowermost stages of the block stacking to introduce and lead out the cable 23. FIG.
Shows an example of construction of the ground surface portion. The uppermost stage of the handhole 6 is closed by a cover plate 24, and a trough block 25 is connected to one side of the handhole 6.

【0019】[0019]

【発明の効果】この発明の組立式ハンドホールおよびハ
ンドホールの組立式製造方法は、以上のようになるか
ら、施設現場において、手頃な重量のブロックを組み立
てることにより作業が進行し、型枠施工の手間も、また
コンクリート打ち作業のもなく、短期間の工期で堅牢な
ハンドホールの完工ができるものである。
As described above, the assembling type handhole and the assembling type manufacturing method of the handhole according to the present invention are as described above. The construction of a robust handhole can be completed in a short period of time without the hassle of concrete and the work of pouring concrete.

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

【図1】図面は、この発明の組立て式ハンドホールおよ
びハンドホールの組立て式製造方法に使用するブロック
単体の一例を示す斜視図である。
FIG. 1 is a perspective view showing an example of a block unit used in an assembling handhole and an assembling manufacturing method of a handhole according to the present invention.

【図2】同じく、ブロック単体の正面図である。FIG. 2 is a front view of the block alone.

【図3】同じく、ブロック単体の平面図である。FIG. 3 is a plan view of a block alone.

【図4】同じく、一例のブロックを積み上げた状態およ
びその左右連結孔に挿入する異形鉄筋の一例を示す斜視
図である。
FIG. 4 is also a perspective view showing an example of a state in which blocks of one example are stacked and an example of a deformed reinforcing bar inserted into the left and right connection holes.

【図5】同じく、一例のブロック単体における配筋状況
を示す正面図である。
FIG. 5 is a front view showing the arrangement of bars in an example of the block alone.

【図6】同じく、一例のブロック単体における配筋状況
を示す平面図である。
FIG. 6 is also a plan view showing the arrangement of reinforcing bars in an example of a block alone.

【図7】ブロック単体に配備し、連結異形鉄筋とモルタ
ルを充填する左右連結孔を構成する角孔構成部材単体の
一例を示す斜視図である。
FIG. 7 is a perspective view showing an example of a square hole component member alone which is arranged in a block unit and forms left and right connection holes for filling connection deformed reinforcing bars and mortar.

【図8】底板を方形分割底板から構成する実施例を示す
平面図である。
FIG. 8 is a plan view showing an embodiment in which the bottom plate is formed from a rectangular divided bottom plate.

【図9】この発明の組立て式ハンドホールおよびハンド
ホールの組立て式製造方法に使用するブロック単体の他
の例を示す正面図である。
FIG. 9 is a front view showing another example of the block unit used in the prefabricated handhole and the prefabricated manufacturing method of the handhole according to the present invention.

【図10】鉄道線路施設におけるハンドホールとケーブ
ルを収容したトラフブロックケーブル路の地上部分の接
続状況を示す外観説明図である。
FIG. 10 is an external explanatory view showing a connection state of a ground portion of a trough block cable path containing a handhole and a cable in a railway track facility.

【符号の説明】[Explanation of symbols]

1 ブロック 1a 左端部 1a1 左端側面 1b 右端部 1b1 右端側面 2a 左正方形接合下面 2b 右正方形接合上面 3a 1/2段違い左方形側接合面 3b 1/2段違い右方形側接合面 4a 左連結孔 4b 右連結孔 5 底板 5a 方形分割底板 5a1 角型溝 5b 方形分割底板 5b1 角型溝 5c 方形分割底板 5c1 角型溝 5d 方形分割底板 5d1 角型溝 6 ハンドホール 7 連結異形鉄筋 8 モルタル 9 骨格鉄筋 10 金属角パイプ 11 固定鉄筋 12 角孔構成部材 13 ブロック 13a 左端部 13b 右端部 14a 左正方形接合下面 14b 右正方形接合上面 15a 1/2段違い左方形側接合面 15b 1/2段違い右方形側接合面 16a 左連結孔 16b 右連結孔 17 中心接続用角孔 18 中心接続用角パイプ 19 中心連結用植込ボルト 20 ナット 21 外周面連結用植込ボルト 22 ナット 23 ケーブル 24 蓋板 25 トラフブロック 1 Block 1a Left end 1a1 Left end side 1b Right end 1b1 Right end side 2a Left square joint lower surface 2b Right square joint upper surface 3a 1/2 step difference left square side joint surface 3b 1/2 step difference right square side joint surface 4a Left connecting hole 4b right Connection hole 5 Bottom plate 5a Square division bottom plate 5a1 Square groove 5b Square division bottom plate 5b1 Square groove 5c Square division bottom plate 5c1 Square groove 5d Square division bottom plate 5d1 Square groove 6 Hand hole 7 Connection deformed reinforcing bar 8 Mortar 9 Metal 9 Square pipe 11 Fixed reinforcing bar 12 Square hole constituent member 13 Block 13a Left end 13b Right end 14a Left square joint lower surface 14b Right square joint upper surface 15a 1/2 step difference left square side joint surface 15b 1/2 step difference right square side joint surface 16a left Connection hole 16b Right connection hole 17 Center connection square hole 18 Center connection square pipe 19 Center connection Use stud bolts 20 nuts 21 the outer peripheral surface connecting stud 22 nut 23 cable 24 lid plate 25 trough block

Claims (7)

【特許請求の範囲】[Claims] 【請求項1】 左右幅と、前後幅と、高さの長方形体の
左端部と右端部に、前後幅の正方形で、かつ高さの1/
2高さで構成される方形体部分を段違いに切り欠き、そ
の左端部に前後幅の正方形の左正方形接合下面およびそ
の左正方形接合下面に上縁が接続する1/2段違い左方
形側接合面を形成し、反対の右端部に前後幅の正方形の
右正方形接合上面および右正方形接合上面に下縁が連接
する1/2段違い右方形側接合面を形成し、前記左正方
形接合下面の中心および右正方形接合上面の中心に、夫
々上下に貫通する左連結孔と右連結孔を開口して構成さ
れるブロックを方形に積み上げてなる組立式ハンドホー
ル。
1. A left-right width, a front-rear width, and a height of a rectangular body having a front-rear width and a square having a height of 1 /
A square body portion having a height of 2 is notched in a stepwise manner, and a left square joint lower surface having a front-rear width square at the left end portion and an upper edge connected to the lower square joint lower surface have a 1/2 step difference left rectangular side joint surface. Are formed at the right end opposite to each other, forming a right and left square joint upper surface of a square with a front-rear width and a right-half joint surface with a lower edge connected to the right square joint upper surface, the center of the lower square joint lower surface and At the center of the upper surface of the right square joint, an assembling handhole is formed by stacking blocks formed by opening left and right connecting holes that penetrate up and down, respectively, in a square shape.
【請求項2】 ブロックは、コンクリートにより製造
し、内部に骨格鉄筋を配筋している請求項1の組立式ハ
ンドホール。
2. The prefabricated handhole according to claim 1, wherein the block is made of concrete and has skeletal reinforcing bars inside.
【請求項3】 ブロックの左連結孔と右連結孔は、防蝕
加工をした金属角パイプと、これに溶接した固定鉄筋と
により設けた角孔構成部材を内臓させることによっても
開口する請求項1の組立式ハンドホール。
3. The left connecting hole and the right connecting hole of the block are also opened by incorporating a square hole component member provided by a corrosion-resistant metal square pipe and a fixed reinforcing bar welded thereto. Assembled handhole.
【請求項4】 左右幅と、前後幅と、高さの長方形体の
左端部と右端部に、前後幅の正方形で、かつ高さの1/
2高さで構成される方形体部分を段違いに切り欠き、そ
の左端部に前後幅の正方形の左正方形接合下面およびそ
の左正方形接合下面に上縁が接続する1/2段違い左方
形側接合面を形成し、反対の右端部に前後幅の正方形の
右正方形接合上面および右正方形接合上面に下縁が連接
する1/2段違い右方形側接合面を形成し、前記左正方
形接合下面の中心および前記右正方形接合上面の中心
に、夫々上下に貫通する左連結孔と右連結孔を開口して
構成されるブロックの2個を直列方向に並べ、次に90
度折曲して2個を直列方向に並べて方形枠を構成し、各
ブロックの左連結孔と右連結孔に上下に貫通する連結異
形鉄筋を挿入した後、モルタルを充填してなるハンドホ
ールの組立式製造方法。
4. A left-right width, a front-rear width, and a height of a rectangular body having a front-rear width and 1/1 of a height are provided at the left end and the right end of the rectangular body.
A square body portion having a height of 2 is notched in a stepwise manner, and a left square joint lower surface having a front-rear width square at the left end portion and an upper edge connected to the lower square joint lower surface have a 1/2 step difference left rectangular side joint surface. Are formed at the right end opposite to each other, forming a right and left square joint upper surface of a square with a front-rear width and a right-half joint surface with a lower edge connected to the right square joint upper surface, the center of the lower square joint lower surface and At the center of the upper surface of the right square joint, two blocks each having a left connecting hole and a right connecting hole penetrating vertically are respectively arranged in series,
After bending, two pieces are arranged in series to form a rectangular frame. After inserting the deformed reinforcing bars vertically penetrating the left and right connecting holes of each block, filling the mortar Assembly type manufacturing method.
【請求項5】 左右幅と、前後幅と、高さの長方形体の
左端部と右端部に、前後幅の正方形で、かつ高さの1/
2高さで構成される方形体部分を段違いに切り欠き、そ
の左端部に前後幅の正方形の左正方形接合下面およびそ
の左正方形接合下面に上縁が接続する1/2段違い左方
形側接合面を形成し、反対の右端部に前後幅の正方形の
右正方形接合上面および右正方形接合上面に下縁が連接
する1/2段違い右方形側接合面を形成し、前記左正方
形接合下面の中心および前記右正方形接合上面の中心
に、夫々上下に貫通する左連結孔と右連結孔を開口して
構成されるブロックを、土中に底板を敷き、その底板の
上面に、側縁に沿って前記ブロックを並べて積み上げ、
個々のブロックは、左側のブロックの右正方形接合上面
に対して右側のブロックの左正方形接合上面が連接し、
また左側のブロックの右端部の右端側面に対して右側の
ブロックの1/2段違い左方形側接合面が、左側のブロ
ックの1/2段違い右方形側接合面が右側のブロックの
左端部の左端側面が夫々連接して空間なく接合し、右正
方形接合上面と左正方形接合上面の中心を上下に貫通す
る左連結孔と右連結孔に連結異形鉄筋を挿入した後、モ
ルタルを充填して固化し、夫々の連接面で規制されて一
体に連結するハンドホールの組立式製造方法。
5. A left-right width, a front-rear width, and a height of a rectangular body having a front-rear width and a height of 1/1/2 of a height at a left end and a right end of the rectangular body.
A square body portion having a height of 2 is notched in a stepwise manner, and a left square joint lower surface having a front-rear width square at the left end portion and an upper edge connected to the lower square joint lower surface have a 1/2 step difference left rectangular side joint surface. Are formed at the right end opposite to each other, forming a right and left square joint upper surface of a square with a front-rear width and a right-half joint surface with a lower edge connected to the right square joint upper surface, the center of the lower square joint lower surface and At the center of the upper surface of the right square joint, a block formed by opening a left connecting hole and a right connecting hole penetrating vertically, respectively, lay a bottom plate in the soil, and on the upper surface of the bottom plate, along the side edge. Stack the blocks side by side,
For each block, the left square joint upper surface of the right block is connected to the right square joint upper surface of the left block,
Also, the right side of the right side of the left block is different from the right side by a half step of the left block, and the left side of the right side is a half step different from the left block. The side surfaces are connected to each other and joined without space, and after inserting the deformed reinforcing bars into the left and right connection holes vertically passing through the center of the right square joint upper surface and the left square joint upper surface, filling with mortar and solidifying And an assembly type manufacturing method of a handhole which is regulated by respective connecting surfaces and integrally connected.
【請求項6】 ブロックは、コンクリートにより製造
し、内部に骨格鉄筋を配筋している請求項4または請求
項5のハンドホールの組立式製造方法。
6. The method for assembling a handhole according to claim 4, wherein the block is made of concrete and a skeletal reinforcing bar is arranged inside.
【請求項7】 ブロックの左連結孔と右連結孔は、防蝕
加工をした金属角パイプと、これに溶接した固定鉄筋と
により設けた角孔構成部材を内臓させることによっても
開口する請求項4または請求項5のハンドホールの組立
式製造方法。
7. The left connecting hole and the right connecting hole of the block are also opened by incorporating a square hole component member provided by a corrosion-resistant metal square pipe and a fixed reinforcing bar welded thereto. 6. A method for assembling a handhole according to claim 5.
JP2000017170A 2000-01-26 2000-01-26 Sectional handhole and assebling method for the handhole Pending JP2001211540A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000017170A JP2001211540A (en) 2000-01-26 2000-01-26 Sectional handhole and assebling method for the handhole

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000017170A JP2001211540A (en) 2000-01-26 2000-01-26 Sectional handhole and assebling method for the handhole

Publications (1)

Publication Number Publication Date
JP2001211540A true JP2001211540A (en) 2001-08-03

Family

ID=18544199

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000017170A Pending JP2001211540A (en) 2000-01-26 2000-01-26 Sectional handhole and assebling method for the handhole

Country Status (1)

Country Link
JP (1) JP2001211540A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005016491A1 (en) * 2005-04-08 2006-10-12 Kasper, Jürgen Cable distribution shaft, has side walls with cylindrical openings, which is formed by semi-cylindrical lead-through recesses of horizontal frames such that recesses have size and shape of half of the opening, where walls are made of frames
JP2020007820A (en) * 2018-07-10 2020-01-16 東日本電気エンジニアリング株式会社 Horizontally assembled foundation block

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005016491A1 (en) * 2005-04-08 2006-10-12 Kasper, Jürgen Cable distribution shaft, has side walls with cylindrical openings, which is formed by semi-cylindrical lead-through recesses of horizontal frames such that recesses have size and shape of half of the opening, where walls are made of frames
DE102005016491B4 (en) * 2005-04-08 2012-12-06 Jürgen Kasper Cable distribution shaft
JP2020007820A (en) * 2018-07-10 2020-01-16 東日本電気エンジニアリング株式会社 Horizontally assembled foundation block
JP7129836B2 (en) 2018-07-10 2022-09-02 東日本電気エンジニアリング株式会社 Blocks for horizontal assembly foundation

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