JPH0352829Y2 - - Google Patents

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Publication number
JPH0352829Y2
JPH0352829Y2 JP14639287U JP14639287U JPH0352829Y2 JP H0352829 Y2 JPH0352829 Y2 JP H0352829Y2 JP 14639287 U JP14639287 U JP 14639287U JP 14639287 U JP14639287 U JP 14639287U JP H0352829 Y2 JPH0352829 Y2 JP H0352829Y2
Authority
JP
Japan
Prior art keywords
rod
curved
rods
wing
vertical reinforcing
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
Application number
JP14639287U
Other languages
Japanese (ja)
Other versions
JPS6453245U (en
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
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Priority to JP14639287U priority Critical patent/JPH0352829Y2/ja
Publication of JPS6453245U publication Critical patent/JPS6453245U/ja
Application granted granted Critical
Publication of JPH0352829Y2 publication Critical patent/JPH0352829Y2/ja
Expired legal-status Critical Current

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  • Retaining Walls (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は鉄筋コンクリート製部材を組合せるこ
とによつて容易に施工でき、然も築造された擁壁
体は可撓性があるばかりでなく、高い擁壁とする
ことが可能である上に、耐久性もある鉄筋コンク
リート製井桁擁壁体に関するものである。
[Detailed description of the invention] [Field of industrial application] The invention can be easily constructed by combining reinforced concrete members, and the constructed retaining wall is not only flexible, but also flexible. This invention relates to a well-girder retaining wall body made of reinforced concrete that can be made into a high retaining wall and is also durable.

〔従来の技術〕[Conventional technology]

一般に、土留擁壁は単にそれ自体強度的に強く
ても、地盤の不等沈下或は流動に対して融通性が
ないと、局部的に無理な力が加わつて破壊するお
それがあるし、また、山腹から流出する湧水、表
面水などを排出する対策を講じなければ、これら
の水が擁壁背面に滞留して崩壊の原因になること
があるが、従来の擁壁は必ずしも万全とも言え
ず、然も、組積に際してその作業が複雑で手間の
かかるものが多かつた。
In general, even if an earth retaining wall is strong in itself, if it is not flexible against uneven ground subsidence or flow, there is a risk of destruction due to localized excessive force. If measures are not taken to drain spring water, surface water, etc. flowing from the mountainside, this water may accumulate behind the retaining wall and cause it to collapse, but conventional retaining walls are not necessarily perfect. However, the masonry work was often complicated and time-consuming.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

従つて、本考案が解決しようとする問題点は、
築造された擁壁が単に強度的に強いばかりでな
く、可撓性があつて局部的に無理な力が加わつて
も破壊せず、然も良好な排水ができるようにする
こと及び組積が容易にできるようにすることであ
る。
Therefore, the problems that this invention attempts to solve are:
The constructed retaining wall is not only strong in terms of strength, but also flexible so that it does not break even if excessive force is applied locally, and allows for good drainage. The goal is to make it easy.

〔問題点を解決するための手段〕[Means for solving problems]

本考案は上述のような擁壁に望まれる強度、可
撓性、排水性及び施工性等の良好な鉄筋コンクリ
ート製井桁擁壁体を提供することを目的としてな
されたもので、その構成は、角杆状基体の両端部
に矩形状の係止突縁を設けると共にそれら係止突
縁から適宜間隔離隔した上下面内側に上下対称に
四角柱状の台座4個を設け、それら台座の内側に
縦鉄筋貫通用の透孔を設けた杆体Fと、角杆状基
体の両端部に矩形状で上方に突出する係止突縁を
設けると共にそれら係止突縁から適宜間隔離隔し
た上下面内側に上下対称の位置で上面に前記杆体
Fの台座と同じ高さの四角柱状の台座を2個、下
面に前記四角柱状の台座より低い台座を2個それ
ぞれ設け、それら台座の内側に縦鉄筋貫通用の透
孔を設けた杆体Gと、厚さが前記杆体Fの四角柱
状の台座の高さの2倍よりも低い角杆状基体の左
半部、右半部の一側上下に適宜間隔離隔して翼部
を設けると共に上下面の左半部、右半部に適宜間
隔離隔して窪溝部を設け、両端面と窪溝部左右内
側面に連結用弯曲ボルトを貫通する弯曲透孔を設
けた杆体Aと、前記杆体Aと略同形状で、角杆状
基体の長手方向右側を僅かに延ばして翼部側上下
に小翼部を設けた杆体Bと、前記杆体Aと略同形
状で、角杆状基体の長手方向左側を僅かに延ばし
て翼部側上下に小翼部を設けた杆体B′と、厚さ
が杆体Aのそれと同一の角杆状基体の中間部位一
側上下に翼部を設けると共に上下面に窪溝部を設
け、長手方向右側上下の前記翼部側に小翼部を設
け、且つ左端面と窪溝部左内側面に連結用弯曲ボ
ルトを貫通する弯曲透孔を設けた杆体Cと、前記
杆体Cと略同形で、杆体Cにおける小翼部を左端
側に設け、右端面と窪溝部右内側面に杆体Cと同
様の弯曲透孔を設けた杆体C′とを、前記杆体Gを
適宜間隔に適宜数配設して縦鉄筋貫通用透孔に縦
鉄筋を挿入固定し、その上に杆体A,B,B′,
C,C′を組積みすると共にそれら杆体を弯曲連結
ボルトで連結し、更に杆体Fをその縦鉄筋貫通用
透孔に縦鉄筋を挿通させると共にその下部の台座
を前記杆体Gの上部の台座上に載置し、該杆体F
の上に杆体A,B,B′,C,C′を組積みすると共
にそれら杆体を連結用弯曲ボルトで連結して順次
井桁状に組積みし、空所に栗石を充填して成るこ
とを特徴とするものである。
The present invention was made with the purpose of providing a well girder retaining wall body made of reinforced concrete with good strength, flexibility, drainage performance, and workability desired for a retaining wall as described above. Rectangular locking edges are provided at both ends of the rod-shaped base, and four square column-shaped pedestals are provided vertically symmetrically on the inside of the upper and lower surfaces at appropriate intervals from the locking ridges, and vertical reinforcing bars are installed inside these pedestals. A rod F is provided with a through hole for penetration, and a rectangular locking ridge protruding upward is provided at both ends of the square rod-like base, and the upper and lower surfaces are vertically symmetrical on the inner side at an appropriate distance from the locking ridges. At the position, two square prism-shaped pedestals with the same height as the base of the rod F are provided on the upper surface, and two pedestals lower than the rectangular prism-shaped pedestals are provided on the bottom surface, and a transparent hole for penetrating the vertical reinforcing bar is provided inside these pedestals. A rod G provided with a hole and a rectangular rod-shaped base having a thickness lower than twice the height of the rectangular prism-shaped pedestal of the rod F are arranged at appropriate intervals above and below one side of the left and right halves of the rod-shaped base. A rod body A that is provided with wing parts and grooves that are appropriately spaced on the left and right halves of the upper and lower surfaces, and curved through holes that pass through the connecting curved bolts on both end faces and the left and right inner surfaces of the grooves. and rod B, which has approximately the same shape as the rod A, and has a rectangular rod-like base whose right side in the longitudinal direction is slightly extended and small wing portions are provided at the top and bottom of the wing side; A rod B' has a small wing part on the top and bottom of the wing side by slightly extending the left side in the longitudinal direction of the rod-shaped base, and a square rod-like base with the same thickness as that of rod A, with wing parts on the top and bottom of one side in the middle part. A rod, which is provided with grooves on the upper and lower surfaces, small wing portions on the upper and lower wing portions on the right side in the longitudinal direction, and a curved through hole through which a connecting curved bolt passes through the left end surface and the left inner surface of the groove. C, and a rod C' which is approximately the same shape as the rod C, has a small wing part on the left end side, and has a curved through hole similar to the rod C on the right end surface and the right inner surface of the groove part. An appropriate number of rods G are arranged at appropriate intervals, and the vertical reinforcing bars are inserted and fixed into the vertical reinforcement penetration holes, and rods A, B, B',
C and C' are stacked together, and the rods are connected with curved connection bolts, and the vertical reinforcing bars are inserted into the through holes of the rod F, and the lower pedestal is placed on the upper pedestal of the rod G. The rod F
The rods A, B, B', C, and C' are stacked on top, and the rods are connected with connecting curved bolts and stacked one after another in the shape of a parallel cross, and the voids are filled with chestnut stone. This is a characteristic feature.

〔実施例〕〔Example〕

次に本考案に実施の一例を図に拠り説明する。 Next, an example of implementing the present invention will be explained with reference to the drawings.

第1図に示すものは杆体Fで、角杆状基体1の
両端に一体に矩形状の係止用突縁2,2′を設け、
上下面の両端部辺に両端部より適宜間隔を置き掛
込部5,5′,6,6′を形成させて、上下対称に
等高の四角柱状の台座3,3′,4,4′を設け、
前記台座から適宜間隔を置いて上下方向に縦鉄筋
貫通用の透孔7,7′を設けて形成されている。
What is shown in FIG. 1 is a rod F, in which rectangular locking protrusions 2, 2' are integrally provided at both ends of a square rod-like base 1.
Hanging portions 5, 5', 6, 6' are formed on both end sides of the upper and lower surfaces at appropriate intervals from both ends, and square prism-shaped pedestals 3, 3', 4, 4' of equal height are formed vertically symmetrically. established,
Through-holes 7 and 7' for penetrating the vertical reinforcing bars are formed in the vertical direction at appropriate intervals from the pedestal.

第2図に示すものは杆体Gで、角杆状基体11
の両端に矩形状の係止用突縁12,12′を設け、
上下面の両端部辺に両端部より適宜間隔を置き掛
込部13,14′を形成させて、上下対称の位置
で上面に杆体Fと同じ高さの四角柱状の台座1
5,16、下面に前記台座15,16よりも低い
等高の台座15′,16′を設け、前記台座から適
宜間隔を置いて上下方向に縦鉄筋貫通用の透孔1
7,17′を設けて形成されている。
What is shown in FIG. 2 is a rod G, and a square rod-shaped base 11
rectangular locking protrusions 12, 12' are provided at both ends of the
Hanging parts 13 and 14' are formed on both end sides of the upper and lower surfaces at appropriate intervals from both ends, and a rectangular prism-shaped pedestal 1 having the same height as the rod F is formed on the upper surface at vertically symmetrical positions.
5, 16, pedestals 15', 16' of equal height lower than the pedestals 15, 16 are provided on the lower surface, and through holes 1 for penetrating vertical reinforcing bars are provided in the vertical direction at appropriate intervals from the pedestals.
7 and 17'.

第3図に示すものは杆体Aで、厚さが杆体Fの
四角柱状の台座3の高さの2倍よりも低い角杆状
基体21の左半部、右半部の上面に翼部22,2
3、同じく下面に翼部23,23′、上下面の左
半部、右半部に窪溝部24,24′及び25,2
5′を設け、両端面と窪溝部24の左内側面に連
結用弯曲ボルトを挿通する弯曲透孔26を、ま
た、窪溝部25の右内側面に弯曲透孔27を設け
て形成されている。尚、28,28′は翼部22,
23間及び翼部22′,23′間に形成された掛込
部である。
What is shown in FIG. 3 is a rod A, in which wing portions 22 are attached to the upper surfaces of the left and right halves of a square rod-like base 21 whose thickness is less than twice the height of the rectangular prism-shaped pedestal 3 of the rod F. ,2
3. Similarly, wing parts 23, 23' on the lower surface, groove parts 24, 24' and 25, 2 on the left half and right half of the upper and lower surfaces.
5', a curved through hole 26 through which a connecting bolt is inserted is provided on both end faces and the left inner surface of the recessed groove 24, and a curved through hole 27 is provided on the right inner surface of the recessed groove 25. . In addition, 28, 28' are wing parts 22,
23 and between the wing parts 22' and 23'.

第4図に示すものは杆体Bで、杆体Aと略同形
状をなし、前記角杆状基体31の右長手方向を延
伸した角杆状基体31の延伸部の上下面に小翼部
39,39′を設け、左端部のみに弯曲透孔38
を設けて形成されている。尚、32、32′及び
33,33′は翼部、34,34′及び35,3
5′は窪溝部、36,36′,37,37′は翼部
32,32′と33,33′間及び翼部33,3
3′と小翼部39,39′間に形成された掛込部で
ある。
What is shown in FIG. 4 is a rod B, which has approximately the same shape as the rod A, and has small wings 39 on the upper and lower surfaces of the extending portion of the rod-like base 31 extending in the right longitudinal direction of the rod-like base 31. 39' and a curved through hole 38 only at the left end.
It is formed by providing In addition, 32, 32' and 33, 33' are wing parts, 34, 34' and 35, 3
5' is a groove part, 36, 36', 37, 37' is between the wing parts 32, 32' and 33, 33' and the wing parts 33, 3.
3' and the small wing parts 39, 39'.

第5図に示すものは杆体B′で、杆体Aと略同
形状をなし、前記杆体Aの角杆状基体21の左長
手方向を延伸した角杆状基体41の延伸部の上下
面に小翼部49,49′を設け、右端部のみに弯
曲透孔48を設けて形成されている。尚、42,
42′及び43,43′は翼部、44,44′及び
45,45′は窪溝部、46、46′,47,4
7′は小翼部49,49′と翼部42,42′間及
び翼部42,42′と43,43′間に形成された
掛込部である。
What is shown in FIG. 5 is rod B', which has approximately the same shape as rod A, and has small holes on the upper and lower surfaces of the extending part of the square rod-like base 41 extending in the left longitudinal direction of the square rod-like base 21 of rod A. Wing portions 49, 49' are provided, and a curved through hole 48 is provided only at the right end portion. In addition, 42,
42', 43, 43' are wing parts, 44, 44', 45, 45' are groove parts, 46, 46', 47, 4
Reference numeral 7' denotes a hanging part formed between the small wing parts 49, 49' and the wing parts 42, 42' and between the wing parts 42, 42' and 43, 43'.

第6図に示すものは杆体Cで、その角杆状基体
51の厚さは杆体Aの角杆状基体21の厚さと同
一とし、長さは杆体Aの略1/2で、角杆状基体
51の中間部位に上下に翼部52,52′を設け
ると共に矩上下面に窪溝部53,53′を設け、
右端部上下に小翼部54,54′を設け、左端部
と窪溝部53の左内側面に弯曲透孔55を設けて
形成されている。尚、56,56′は翼部52,
52′と小翼部54,54′間に形成された掛込部
である。
What is shown in FIG. 6 is a rod C. The thickness of the rod-like base 51 is the same as the thickness of the rod-like base 21 of the rod A, and the length is approximately 1/2 that of the rod A. Upper and lower wing portions 52, 52' are provided at the intermediate portion of the base body 51, and groove portions 53, 53' are provided on the rectangular upper and lower surfaces,
Small wings 54, 54' are provided above and below the right end, and a curved through hole 55 is provided at the left end and the left inner surface of the groove 53. In addition, 56, 56' are wing parts 52,
52' and the small wing parts 54, 54'.

第7図に示すものは杆体C′で、その角杆状基体
61の厚さは前記杆体Cのそれとと同一で長さも
杆体Cと同長であり、その中間部位に上下に翼部
62,62′を設けると共に上下面に窪溝部63,
63′を設ける一方、左端部に上下に小翼部64,
64′を設け、右端面と窪溝部63の右内側面に
弯曲透孔65を設けて形成されている。尚、6
6,66′は翼部62,62′と小翼部64,6
4′間に形成された掛込部である。
What is shown in FIG. 7 is a rod C', whose rectangular rod-like base 61 has the same thickness and length as the rod C, and has upper and lower wing portions 62 in its intermediate region. 62' is provided, and groove portions 63,
63', and small wing parts 64, upper and lower at the left end.
64', and a curved through hole 65 is provided on the right end surface and the right inner surface of the recessed groove portion 63. In addition, 6
6, 66' are wing parts 62, 62' and small wing parts 64, 6
This is a hanging part formed between 4'.

而して、本考案擁壁体は、杆体F,G,A,
B,B′,C及びC′を組積して構成されるものであ
り、そのために杆体Fの係止用突縁2,2′と台
座3,4,3′,4′の間の掛込部5,6,5′,
6′及び杆体Gの係止用突縁12,12′と台座1
5,16の間の掛込部13,14の間隔は、杆体
A,B,B′C及び杆体C′の角杆状基体の幅に相当
するようにし、また、杆体A,B,B′,C,C′の
掛込部28,28′,36,36′,37,37′,
46,46′,47,47′,56,56′66,
66′の間隔は杆体F及び杆体Gの杆体の幅に相
当するようにしてあり、更に、杆体A,B,B′,
C,C′の弯曲透孔26,27,38,39,4
8,55,65は接合端面部で相互に対向するよ
うにしてある。
Therefore, the retaining wall of the present invention has rods F, G, A,
It is constructed by masonry of B, B', C and C', and therefore the hook between the locking protrusion 2, 2' of the rod F and the pedestal 3, 4, 3', 4' is Inclusion part 5, 6, 5',
6' and the locking protrusions 12, 12' of the rod G and the pedestal 1
The spacing between the hanging parts 13 and 14 between the rods 5 and 16 is made to correspond to the width of the rods A, B, B'C and the square rod-like bases of the rod C'. , C, C' hanging parts 28, 28', 36, 36', 37, 37',
46, 46', 47, 47', 56, 56'66,
The interval 66' is made to correspond to the width of the rods F and G, and the distance between the rods A, B, B',
C, C' curved through holes 26, 27, 38, 39, 4
8, 55, and 65 are arranged to face each other at the joint end surface.

次に上記杆体を組積して本考案擁壁体を形成す
る工法について説明する。
Next, a construction method for forming the retaining wall of the present invention by masonry of the rods described above will be explained.

まず、所要数の杆体G11,G12,G13…
…を係止用突縁12を手前にし台座15,16を
上方にして適宜等間隔に地上に設置し、縦鉄筋貫
通用の透孔17,17′に縦鉄筋Tを挿通して下
部を適宜手段により固定する。
First, the required number of rods G11, G12, G13...
... are installed on the ground at appropriate regular intervals with the locking flange 12 in front and the pedestals 15 and 16 upward, and the vertical reinforcing bars T are inserted into the through holes 17 and 17' for vertical reinforcing bars, and the lower part is Fix by means.

次に、杆体C11の小翼部54′と翼部52′の
間の掛込部56′を杆体G11の前部の掛込部1
3に載架し、杆体C11の左端部を杆体G12の
前部の掛込部13に同様に載架する。杆体A11
の右端部をその端面の弯曲透孔27を杆体C11
の左端面の弯曲透孔55に合成樹脂またはゴム製
のリング71を介し対向させて前記杆体G12の
掛込部13上に設置し、杆体A11の中間位置翼
部22′,23′の間に掛込部28′を杆体G13
の前部の掛込部13に、杆体A11の左端部を杆
体G14の前部の掛込部13にそれぞれ載架し、
連結用弯曲ボルト72を弯曲透孔55,27及び
リング71を挿通して、端部をナツト73で螺着
する。
Next, the hanging part 56' between the small wing part 54' and the wing part 52' of the rod C11 is connected to the hanging part 1 of the front part of the rod G11.
3, and the left end of the rod C11 is similarly placed on the hanging portion 13 at the front of the rod G12. Rod A11
The right end of the curved through hole 27 on the end face of the rod C11
is installed on the hanging part 13 of the rod G12 so as to face the curved through hole 55 on the left end face of the rod with a ring 71 made of synthetic resin or rubber interposed therebetween. Connect the hanging part 28' to the rod G13.
The left end of the rod A11 is mounted on the front hanging part 13 of the rod G14, and
The connecting curved bolt 72 is inserted through the curved through-holes 55, 27 and the ring 71, and the end portion is screwed with a nut 73.

次いで、同じく杆体A12の右端部をその端面
の弯曲透孔27を杆体A11の左端面の弯曲透孔
26にリング71を介し対向して杆体G14の掛
込部13上に設置し、杆体A12の中間位置の翼
部22′,23′間の掛込部28′を杆体G14の
前部の掛込部13に、杆体A12の左端部を杆体
G15(図示せず)の前部の掛込部13にそれぞ
れ載架し、連結用弯曲ボルト72を弯曲透孔2
6,27及びリング71を挿通して端部をナツト
73で螺着する。
Next, similarly, the right end of the rod A12 is placed on the hanging part 13 of the rod G14, with the curved through hole 27 on the end face facing the curved through hole 26 on the left end face of the rod A11 via the ring 71. The hook 28' between the wings 22' and 23' at the intermediate position is connected to the front hook 13 of the rod G14, and the left end of the rod A12 is connected to the front hook of the rod G15 (not shown). 13 respectively, and connect the curved connecting bolts 72 through the curved through holes 2.
6, 27 and ring 71, and screw the ends with nuts 73.

以下、杆体Aを杆体G上に前記同様に組積作業
を順次続けて前部の杆体C,Aの組積が終わつた
ら、左端側に杆体C′を組積して第1段目前部の組
積を完了する。第1段目後部は背面から見て前記
前部と同様になるように、即ち、杆体Cに対して
は杆体C′を、杆体Aに対しては杆体Aをそれぞれ
翼部側を対向させて組積する。
Hereafter, the masonry work is continued in the same manner as above on the rod A, and when the masonry of the front rods C and A is completed, the rod C' is laid on the left end side, and the masonry work is continued in the same manner as above. Complete the masonry. The rear part of the first stage is the same as the front part when viewed from the back, that is, the rod C' is placed opposite the rod C, and the rod A is placed opposite the rod A, with the wing sides facing each other. masonry

次に、杆体F11,F12,F13……をそれ
らの縦鉄筋貫通用の透孔7,7′に縦鉄筋Tを貫
通立設して、台座3′,4′を杆体G11,G1
2,G13……の台座15,16上に載置する。
次いで、杆体B21の小翼部39′と翼部33′の
間の掛込部37′と、翼部32′と33′の間の掛
込み部36′をそれぞれ杆体F21,F22の前
部掛込部5に載架し、杆体B21の左端部を杆体
F23の前部掛込部5に同じく載架する。次に、
杆体A21の右端部をその端面の弯曲透孔27を
杆体B21の左端面の弯曲透孔38にリング71
を介し対向させて杆体F23の掛込部5に載架、
設置し、杆体A21の中間の翼部22′,23′の
間の掛込部28′を杆体F24(図示せず)の前
部掛込部5に、杆体A21の左端部を杆体F25
の前部掛込部5にそれぞれ載架し、連結用弯曲ボ
ルト72を弯曲透孔38,27及びリング71を
挿通して端部をナツト73で螺着する。
Next, the rods F11, F12, F13... are erected through the vertical reinforcing bars T through the through holes 7, 7', and the pedestals 3', 4' are attached to the rods G11, G1.
2, G13... placed on the pedestals 15, 16.
Next, the hooking portion 37′ between the small wing portion 39′ and the wing portion 33′ of the rod B21 and the hooking portion 36′ between the wing portions 32′ and 33′ are attached to the front hooks of the rods F21 and F22, respectively. The left end portion of the rod B21 is similarly placed on the front hanging portion 5 of the rod F23. next,
The right end of the rod A21 is connected to the curved through hole 27 on the end surface of the rod B21, and the ring 71 is inserted into the curved through hole 38 on the left end surface of the rod B21.
mounted on the hanging part 5 of the rod F23, facing each other through the
The hanging part 28' between the middle wings 22' and 23' of the rod A21 is connected to the front hanging part 5 of the rod F24 (not shown), and the left end of the rod A21 is connected to the rod F25.
The connecting curved bolts 72 are inserted through the curved through holes 38, 27 and the ring 71, and the ends are screwed with nuts 73.

このようにして、杆体A22……を杆体A21
の左側に順次組積し、最左側には杆体B′を組積
して第2段目前部の組積を終了したら、第2段目
の後部も第1段目の後部と同様の方法により組積
する。
In this way, rod A22... is changed to rod A21.
After completing the masonry of the front part of the second stage by building the rod B' on the leftmost side, the rear part of the second stage is built in the same way as the rear part of the first stage. masonry

以下、第2段目の方法と同じ方法により適宜段
数の組積を行ない、それが終わつたら、杆体Gn
1,Gn2,Gn3……の縦鉄筋貫通用透孔17,
17′に縦鉄筋Tを貫通立設して、台座15,1
6を杆体F(n−1)1,F(n−1)2……の台
座3,4上に載置し、縦鉄筋上端をナツトにより
緊締すれば、前側及び後側に位置する杆体A,
B,B′,C,C′は杆体G,Fの突縁に係止された
状態になり、また、杆体A,B,B′,C,C′は前
側、後側で横方向の連結用弯曲ボルト72で連結
された状態で四側面の井桁状の枠体が形成される
のである。
Hereafter, the appropriate number of stages is laid using the same method as the second stage, and when that is completed, the rod Gn
1, Gn2, Gn3... vertical reinforcing bar penetration holes 17,
A vertical reinforcing bar T is erected through the pedestal 15,1 at 17'.
6 on the pedestals 3 and 4 of the rods F(n-1)1, F(n-1)2..., and tighten the upper ends of the vertical reinforcing bars with nuts, the rods A located on the front and rear sides ,
B, B', C, and C' are locked to the edges of rods G and F, and rods A, B, B', C, and C' are connected laterally on the front and rear sides. When connected by the bending bolts 72, a parallel cross-shaped frame with four sides is formed.

尚、上記例においては、杆体の組積に際し、縦
鉄筋T及び連結用弯曲ボルト72を施工しながら
井桁状の枠体を形成するようにしたが、それらの
施工は枠体の形成後に行なうことが可能である。
In the above example, when building the rods, the cross-shaped frame was formed while installing the vertical reinforcing bars T and the connecting curved bolts 72, but these installations should be performed after the frame is formed. is possible.

上記のようにして組積された井桁状の枠体はそ
の空所Dに栗石Eを充填して擁壁体を構成するの
であるが、杆体A,B,B′,C,C′にはそれぞれ
翼部があるので、杆体間の間隙が小さく、栗石E
が小さくても脱出することなく充填することがで
きる。
The hollow space D of the cross-shaped frame constructed as described above is filled with chestnut stone E to form a retaining wall, but the rods A, B, B', C, and C' are Since each rod has a wing section, the gap between the rods is small, and Kuriishi E
Even if it is small, it can be filled without escaping.

〔考案の効果〕[Effect of idea]

本考案は上述の通りであつて、杆体F,G,
A,B,B′,C,C′を組積し、高さ方向は杆体
G,Fが下の杆体の台座上に載置され、前後に立
設した縦鉄筋により接合され、また、横方向は連
結用弯曲ボルトによつてピン接合されることにな
り、更には、杆体G,Fは下の杆体の台座上に載
置されて、杆体A,B,B′,C,C′の角杆状基体
との間に間隙が形成され、杆体F,Gが直接杆体
A,B,B′,C,C′上に載架されないので、地盤
の変動及び流動に際しても、杆体G,Fと杆体
A,B,B′,C,C′との間の間隙があること及び
連結用弯曲ボルトによるピン接合によつて、地盤
の変動に対し、杆体が恰も布団のようになり、杆
体に大きい損傷を与えることなく馴染みよく追随
することができ、一方、枠体の内部には栗石を充
填してあるから、背面の山腹からの湧水、表面水
が枠体に流入しても、空隙が多いので、排水も良
好であり、全体として、施工が容易で従来の擁壁
体に比し、工期を短縮できる等の経済的効果も大
きいものがある。
The present invention is as described above, and includes rods F, G,
A, B, B', C, and C' are stacked, and in the height direction, the rods G and F are placed on the pedestal of the lower rod, and are connected by vertical reinforcing bars placed upright in the front and back. The rods G and F are placed on the pedestal of the lower rod, and the rods A, B, B', C, and C' are connected by pins using curved connecting bolts. A gap is formed between the rod-like base and the rods F and G are not directly mounted on the rods A, B, B', C, and C', so even when the ground changes or flows, the rods G and F Due to the gaps between the rods A, B, B', C, and C', and the pin connection using the curved connecting bolts, the rods act like a futon and are protected against ground movement. It can be easily tracked without causing major damage, and since the inside of the frame is filled with chestnut stone, even if spring water from the mountainside on the back or surface water flows into the frame, there will be no gaps. Since there are many retaining walls, drainage is also good, and overall it is easy to construct, and compared to conventional retaining walls, it has great economic effects such as shortening the construction period.

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

第1図乃至第7図は本考案鉄筋コンクリート製
井桁擁壁体を構成する杆体の斜視図、第8図は杆
体を組積する状態の斜視図、第9図は杆体を組積
して形成した擁壁体の正面図、第10図は同じく
側面図、第11図は連結用弯曲ボルトにより杆体
を接合した状態を示す断面図である。 F……杆体、1……角杆状基体、2,2′……
係止用突縁、3,3′,4,4′……台座、5,
5′,6,6′……掛込部、7,7′……縦鉄筋貫
通用透孔、G……杆体、11……角杆状基体、1
2,12′……係止用突縁、13,13′……掛込
部、14,14′,15,15′……台座、16,
16′……縦鉄筋貫通用透孔、A……杆体、21
……角杆状基体、22,22′,23,23′……
翼部、24,24′,25,25′……窪溝部、2
6,27……弯曲透孔、28,28′……掛込部、
B……杆体、31……角杆状基体、32,32′,
33,33′……翼部、34,34′,35,3
5′……窪溝部、36,36′,37,37′……
掛込部、38……弯曲透孔、39……小翼部、
B′……杆体、41……角杆状基体、42,4
2′,43,43′……翼部、44,44′,45,
45′……窪溝部、46,46′,47,47′…
…掛込部、48……弯曲透孔、49……小翼部、
C……杆体、51……角杆状基体、52,52′
……翼部、53,53′……窪溝部、54,5
4′……小翼部、55……弯曲透孔、56,5
6′……掛込部、C′……杆体、61……角杆状基
体、62,62′……翼部、63,63′……窪溝
部、64,64′……小翼部、65……弯曲透孔、
66,66′……掛込部、T……縦鉄筋、71…
…リング、72……連結用弯曲ボルト、73……
ナツト、E……栗石。
Figures 1 to 7 are perspective views of the rods constituting the reinforced concrete well girder retaining wall of the present invention, Figure 8 is a perspective view of the rods in a masonry state, and Figure 9 is the structure formed by masonry rods. FIG. 10 is a front view of the retaining wall, FIG. 10 is a side view, and FIG. 11 is a cross-sectional view showing the rods joined together by curved connecting bolts. F... Rod, 1... Square rod-shaped substrate, 2,2'...
Locking protrusion, 3, 3', 4, 4'...pedestal, 5,
5', 6, 6'...hanging part, 7,7'...through hole for vertical reinforcing bar, G...rod, 11...square rod-shaped base, 1
2, 12'...Locking protrusion, 13, 13'...Latching portion, 14, 14', 15, 15'...Pedestal, 16,
16'...Through hole for vertical reinforcing bar, A...Rod, 21
... Square rod-shaped substrate, 22, 22', 23, 23'...
Wing section, 24, 24', 25, 25'... groove section, 2
6, 27...curved through hole, 28, 28'...hanging part,
B... Rod, 31... Square rod-shaped substrate, 32, 32',
33, 33'... wing section, 34, 34', 35, 3
5'... Groove section, 36, 36', 37, 37'...
Hanging part, 38... Curved through hole, 39... Small wing part,
B′...Rod body, 41... Square rod-shaped substrate, 42,4
2', 43, 43'... wing section, 44, 44', 45,
45'... Groove section, 46, 46', 47, 47'...
...Hanging part, 48...Curved through hole, 49...Small wing part,
C... Rod, 51... Square rod-shaped substrate, 52, 52'
... Wing part, 53, 53' ... Groove part, 54, 5
4'...Small wing part, 55...Curved through hole, 56,5
6'... Hanging part, C'... Rod body, 61... Rectangular rod-shaped base, 62, 62'... Wing part, 63, 63'... Groove part, 64, 64'... Small wing part, 65...curved hole,
66, 66'...hanging part, T...vertical reinforcing bar, 71...
...Ring, 72...Curved bolt for connection, 73...
Natsuto, E...Kuriishi.

Claims (1)

【実用新案登録請求の範囲】 角杆状基体の両端部に矩形状の係止突縁を設け
ると共にそれら係止突縁から適宜間隔離隔した上
下面内側に上下対称に四角柱状の台座4個を設
け、それら台座の内側に縦鉄筋貫通用の透孔を設
けた杆体Fと、 角杆状基体の両端部に矩形状で上方に突出する
係止突縁を設けると共にそれら係止突縁から適宜
間隔離隔した上下面内側に上下対称の位置で上面
に前記杆体Fの台座と同じ高さの四角柱状の台座
を2個、下面に前記四角柱状の台座より低い台座
を2個それぞれ設け、それら台座の内側に縦鉄筋
貫通用の透孔を設けた杆体Gと、 厚さが前記杆体Fの四角柱状の台座の高さの2
倍よりも低い角杆状基体の左半部、右半部の一側
上下に適宜間隔離隔して翼部を設けると共に上下
面の左半部、右半部に適宜間隔離隔して窪溝部を
設け、両端面と窪溝部左右内側面に連結用弯曲ボ
ルトを貫通する弯曲透孔を設けた杆体Aと、 前記杆体Aと略同形状で、角杆状基体の長手方
向右側を僅かに延ばして翼部側上下に小翼部を設
けた杆体Bと、 前記杆体Aと略同形状で、角杆状基体の長手方
向左側を僅かに延ばして翼部側上下に小翼部を設
けた杆体B′と、 厚さが杆体Aのそれと同一の角杆状基体の中間
部位一側上下に翼部を設けると共に上下面に窪溝
部を設け、長手方向右側上下の前記翼部側に小翼
部を設け、且つ左端面と窪溝部左内側面に連結用
弯曲ボルトを貫通する弯曲透孔を設けた杆体C
と、 前記杆体Cと略同形で、杆体Cにおける小翼部
を左端側に設け、右端面と窪溝部右内側面に杆体
Cと同様の弯曲透孔を設けた杆体C′とを、 前記杆体Gを適宜間隔に適宜数配設して縦鉄筋
貫通用透孔に縦鉄筋を挿入固定し、その上に杆体
A,B,B′,C,C′を組積みすると共にそれら杆
体を連結用弯曲ボルトで連結し、更に杆体Fをそ
の縦鉄筋貫通用透孔に縦鉄筋を挿通させると共に
その下部の台座を前記杆体Gの上部の台座上に載
置し、該杆体Fの上に杆体A,B,B′,C,C′を
組積みすると共にそれら杆体を連結用弯曲ボルト
で連結して順次井桁状に組積みし、空所に栗石を
充填して成ることを特徴とする鉄筋コンクリート
製井桁擁壁体。
[Claims for Utility Model Registration] Rectangular locking protrusions are provided at both ends of a square rod-shaped base, and four quadrangular prism-shaped pedestals are vertically symmetrically arranged on the inner side of the upper and lower surfaces at appropriate intervals from the locking protrusions. A rod body F is provided with a through hole for penetrating the vertical reinforcing bars on the inside of the pedestal, and a rectangular locking ridge protruding upward is provided at both ends of the square rod-like base body, and from these locking ridges as appropriate. Two rectangular prism-shaped pedestals having the same height as the pedestal of the rod F are provided on the upper surface and two pedestals lower than the rectangular prism-shaped pedestals are provided on the lower surface in vertically symmetrical positions on the inner side of the upper and lower surfaces separated by a distance, and these pedestals are provided. A rod G having a through hole for penetrating the vertical reinforcing bars on the inside thereof, and a rod G having a thickness equal to the height of the rectangular prism-shaped pedestal of the rod F.
Wing parts are provided at appropriate intervals on the upper and lower sides of the left and right halves of the square rod-shaped base body, which is lower than the double height, and grooves are provided at appropriate intervals on the left and right halves of the upper and lower surfaces. A rod A having a curved through hole for passing a connecting bolt on both end faces and the left and right inner surfaces of the recessed groove; A rod B with small wings provided on the top and bottom of the wing side, and a rod B that has approximately the same shape as the rod A, but has a rectangular rod-shaped base slightly extended on the left side in the longitudinal direction and small wings provided on the top and bottom of the wing side. ', and a wing part is provided on the upper and lower sides of one side of the middle part of a square rod-shaped base having the same thickness as that of rod A, and a groove part is provided on the upper and lower surfaces, and a small wing part is provided on the upper and lower sides of the wing part on the right side in the longitudinal direction. A rod C, which is provided with a curved through hole through which a curved connecting bolt passes through the left end surface and the left inner surface of the recessed groove part.
and a rod C' which has approximately the same shape as the rod C, has a small wing part on the left end side, and has a curved through hole similar to the rod C on the right end surface and the right inner surface of the groove part. G is placed in an appropriate number at appropriate intervals, and the vertical reinforcing bars are inserted and fixed into the vertical reinforcing bar penetration holes, and the rods A, B, B', C, and C' are stacked on top of them, and the rods are connected. The rods are connected by curved bolts, and the vertical reinforcing bars are inserted into the vertical reinforcing bar penetration holes of the rod F, and the lower pedestal is placed on the upper pedestal of the rod G, and the rod A is placed on top of the rod F. , B, B', C, and C', the rods are connected with connecting curved bolts, and the blocks are sequentially stacked in a cross-shaped structure, and the voids are filled with chestnut stone. Igashira retaining wall.
JP14639287U 1987-09-28 1987-09-28 Expired JPH0352829Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14639287U JPH0352829Y2 (en) 1987-09-28 1987-09-28

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14639287U JPH0352829Y2 (en) 1987-09-28 1987-09-28

Publications (2)

Publication Number Publication Date
JPS6453245U JPS6453245U (en) 1989-04-03
JPH0352829Y2 true JPH0352829Y2 (en) 1991-11-18

Family

ID=31415837

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14639287U Expired JPH0352829Y2 (en) 1987-09-28 1987-09-28

Country Status (1)

Country Link
JP (1) JPH0352829Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6080672B2 (en) 2013-04-25 2017-02-15 オークマ株式会社 Machine tool door mechanism

Also Published As

Publication number Publication date
JPS6453245U (en) 1989-04-03

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