JPH0336327A - Block for stone pile protecting wall - Google Patents

Block for stone pile protecting wall

Info

Publication number
JPH0336327A
JPH0336327A JP17092189A JP17092189A JPH0336327A JP H0336327 A JPH0336327 A JP H0336327A JP 17092189 A JP17092189 A JP 17092189A JP 17092189 A JP17092189 A JP 17092189A JP H0336327 A JPH0336327 A JP H0336327A
Authority
JP
Japan
Prior art keywords
block
steel material
fitting
hole
block body
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
JP17092189A
Other languages
Japanese (ja)
Inventor
Motoyuki Takasu
鷹巣 征行
Harumitsu Nakayama
中山 春光
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.)
KYOWA CONCRETE KOGYO KK
Tokyu Construction Co Ltd
Original Assignee
KYOWA CONCRETE KOGYO KK
Tokyu Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by KYOWA CONCRETE KOGYO KK, Tokyu Construction Co Ltd filed Critical KYOWA CONCRETE KOGYO KK
Priority to JP17092189A priority Critical patent/JPH0336327A/en
Publication of JPH0336327A publication Critical patent/JPH0336327A/en
Pending legal-status Critical Current

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Landscapes

  • Retaining Walls (AREA)

Abstract

PURPOSE:To reinforce a structure by drilling a through hole for a PC steel material, which penetrates through upper and lower surfaces of a protrusive part, and forming a fitting protruding part in the upper surface and a fitting recessed part in the lower surface, in the protrusive part. CONSTITUTION:A block main unit 1 is formed of a protrusive part 1a, in which a through hole 1b is drilled, fitting protruding part 1c in an upper surface of the protrusive part 1a and a fitting recessed part 1d in a lower surface of the protrusive part 1a. Next, a bottom board 3 is cast with cast-in-place concrete, and the bottom end part of a single PC steel material 4 is fixed to the bottom board 3. Then the block main unit 1 is piled together, and the protruding part 1c of the block main unit 1, piled together in a lower step, is fitted to the recessed part 1d of that in an upper step. The PC steel material 4 is inserted into the through hole 1b, when piling is completed, the PC steel material 4 is tightened by a jack and the block main unit is firmly integrally formed by applying prestress. In this way, a structure can be reinforced.

Description

【発明の詳細な説明】 【産業上の利用分野1 本発明は、石積み4119!用ブロツクに関するもので
ある。 【従来の技1111 1!米、この種の擁壁用ブロックとしては、第8A図及
び18B図に示すように、ブロック本体7の上面と下面
を貫くように透孔7aが穿設されでいて、第9図に示す
ように、該透孔7a内に鉄筋8を貫挿させながらブロッ
ク本体7を積み上げ、該透孔7a内にモルタル9を充填
して擁壁を構築していた。 [発明が解決しようとする課題] しかしながら、上記従来の傭壁用ブa7りは、単に透孔
内に鉄筋を配筋しただけのものであって、積み重ねた各
ブロック本体の一体性に欠け、4jI壁としての構造強
度を十分に発揮できなかった。 また、従来の透孔は、ブロック本体の上面と下面を貫通
するように形成されていたので、配筋の位置がブロック
本体の厚み寸法に制限されるという問題点があった。 本発明は、上記従来の問題点を解決するためになされた
もので、その目的とするところは、擁壁としての構造強
度を十分に発揮することの出来る石積み擁壁用ブロック
を提供しようとするものである。 [a題を解決するための手段】 本発明の石積み擁壁用ブロックは、ブロック本体の裏側
に突B部を形成し、該突設部にその上面と下面を貫くP
C鋼材用通孔を穿設したことを特徴とするものである。 また、上記突設部を後方にm設して、この延長方向に沿
って複数の透孔を平行に穿設したことを特徴とするもの
である。 更に、上記突設部の上面には嵌合凸部を形成すると共に
、下面には下段のブロックの嵌合凸部と嵌合し得る嵌合
口部を形成したことを特徴とするものである。 [実施例] 以下、本発明の実施例について図面を参照しながら説明
する。 第1A図、第1B図及び第IC図において、1はブロッ
ク本体であって、通常のブロックの約4倍以上の表面積
、たとえば高さ(縦寸法)60〜100・0輪、幅(横
寸法)120〜180c−の大きさを有する。尚、本発
明において、ブロック本体1の大きさを上記特定の寸法
に限定するものではない。 上記ブロック本体1の裏側には突設部1aが一体的に形
成されている。該突設部1aには、その上面および下面
を貫くように透孔1bが穿設されている。 *た、上記突設部1aの上面には、嵌合凸部1cが突設
されている。一方、該突設部1aの下面には、嵌合口部
1dが形成されていて、積重ねた下段のブロック本体1
の上記嵌合凸部ICと嵌合するようになっている。le
は把持用突起であって、例えば石積作業機械のマニプレ
ータにより、ここを把持してブロックを持ち上げるよう
になっている。 尚、本実施例の2つの突@部1aは、ブロック本体の横
幅寸法に対して両端部から174の位置に突設されてい
る。従って、12図に示すように、上下のブロックが千
鳥状にずれた状態で布積みされると、上記嵌合凸部1c
は、斜め上方のブロック本体1の嵌合凹部1dと嵌合す
ることになる。 第3A図、第3B図及V$3C図は、ブロック本体の別
の実施例を示すものであって、上記実施例のブロック本
体1と基本的に同じ構造を有するものであるが、本実施
例のブロック本体2の突設部2aは、上記ブロック本体
1の突設部1aに比べて後方に延長しで形成されていて
、該突設部2aのt長方向に沿って、2本の透孔2bが
平行に穿設されている。 次に、上記実施例のブロック本体1,2に上る擁壁の構
築工法について説明する。 まず、擁壁を構築すべき位置に、第4A図に示すように
、現場打ちコンクリートにより底盤3を打設する。この
際、2本のPC鋼材4の下端部を該底盤3に定着させて
おく。 次に、第4B図に示すように、ブロック本体2を積み重
ねる。この際、ブロック本体2の突設部2aに穿設した
2本の透孔2bに2本のPC鋼材4を各々挿通させる。 続いて、第4C図に示すように、上記積み重ねたブロッ
ク本体2上にブロック本体1を積み重ねる。この際にも
、ブロック本体1の突設部1aに穿設した透孔1bに1
本のPC鋼材4を挿通させる。 ブロック本体1,2の積み重ねが完了すると、PC鋼材
4をノヤッキ等により緊張してブロック本体にプレスト
レスをかけ、各ブロック本体1゜2を強固に一体化する
。5は笠石ブロックである。 南、上記実施例では、長いPC@材4を予め底盤3に定
着させておいて、透孔に挿入しながらブロック本体を積
み重ねる方法により、PC鋼材4を挿設しているが、例
えば、第5図に示すように、各ブロック本体1の透孔1
b内に予め短いPC鋼材5′を挿設しておくと共に、該
PC鋼材5′の上下端部に、各々雄ねじ51と雌ねじ5
b′ を設けておき、ブロック本体を積み重ねる際に、
上下のPC鋼材5′を順次連結するようにしてもよい。 上記ねじ5m’、5b’の代りにカップラーにより連結
してもよい。 第6図は、1本のPC鋼材により構築された比較的低い
擁壁を示すものであって、上記ブロック本体1のみを使
用している。第7図は3本のPC鋼材により構築された
比較的高い!I壁を示すものであって、下方のブロック
本体6は、上記ブロック本体2より更に突設部を後方に
延長して、これに3本の透孔を穿設して構成されている
。 [発明の効果1 りブロック本体の裏側に突設部を形成し、該突設部にそ
の上面と下面を貫くPC鋼材用透孔を穿設したので、積
み重ねたブロック本体をPC鋼材によりプレストレスを
かけて強固に一体化することができ、擁壁としての構造
強度を高めることができる。 2)透孔を突設部に穿設したので、プロ・/り本体の厚
みを薄くして軽量化することができ、突設部の長さを自
由に設定することに上りPC鋼材の位置や本数を任意に
設計することができて、あらゆる規俣の擁壁に対処せし
めることがでさる。 3)突設部の上面には嵌合凸部を形成すると共に、下面
には下段のブロックの嵌合凸部と嵌合し得る嵌合四部を
形成したので、ブロック本体を安全がつ高精度に積み重
ねることができる。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Application Field 1] The present invention is directed to masonry 4119! This relates to blocks for use. [Conventional technique 1111 1! This type of block for a retaining wall has a through hole 7a drilled through the upper and lower surfaces of the block body 7, as shown in FIGS. 8A and 18B, and as shown in FIG. 9. Next, the block bodies 7 were piled up while reinforcing bars 8 were inserted into the through holes 7a, and mortar 9 was filled into the through holes 7a to construct a retaining wall. [Problems to be Solved by the Invention] However, the above-mentioned conventional wall block A7 simply has reinforcing bars arranged in the through holes, and lacks integrity of the stacked block bodies. The structural strength as a 4jI wall could not be fully demonstrated. Furthermore, since the conventional through-holes were formed so as to pass through the upper and lower surfaces of the block body, there was a problem in that the position of reinforcement was limited by the thickness dimension of the block body. The present invention was made in order to solve the above conventional problems, and its purpose is to provide a block for masonry retaining walls that can sufficiently exhibit structural strength as a retaining wall. It is something. [Means for Solving Problem a] The block for a masonry retaining wall of the present invention has a protrusion B formed on the back side of the block body, and a protrusion P penetrating the upper and lower surfaces of the protrusion.
It is characterized by having a through hole for C steel material. The present invention is also characterized in that the protruding portion is provided m at the rear, and a plurality of through holes are bored in parallel along the extending direction of the protruding portion. Furthermore, a fitting convex portion is formed on the upper surface of the protruding portion, and a fitting opening portion capable of fitting with the fitting convex portion of the lower block is formed on the lower surface. [Example] Hereinafter, an example of the present invention will be described with reference to the drawings. In Figures 1A, 1B, and IC, 1 is a block body, which has a surface area approximately four times or more that of a normal block, for example, a height (vertical dimension) of 60 to 100 mm, a width (horizontal dimension) ) has a size of 120 to 180 c-. In the present invention, the size of the block body 1 is not limited to the above-mentioned specific dimensions. A protruding portion 1a is integrally formed on the back side of the block body 1. A through hole 1b is bored through the upper and lower surfaces of the protruding portion 1a. *In addition, a fitting protrusion 1c is provided on the upper surface of the protrusion 1a. On the other hand, a fitting opening 1d is formed on the lower surface of the protrusion 1a, and the lower block body 1 of the stacked
It is designed to fit with the above-mentioned fitting protrusion IC. le
is a gripping protrusion, which is gripped by, for example, a manipulator of a masonry machine to lift the block. The two protrusions 1a of this embodiment are provided at positions 174 apart from both ends with respect to the width dimension of the block body. Therefore, as shown in FIG. 12, when the upper and lower blocks are stacked in a staggered manner, the fitting protrusion 1c
is fitted into the fitting recess 1d of the block main body 1 diagonally above. 3A, 3B, and V$3C show another embodiment of the block body, which has basically the same structure as the block body 1 of the above embodiment, but this embodiment The protruding part 2a of the block main body 2 of the example is formed to extend rearward compared to the protruding part 1a of the block main body 1, and two Through holes 2b are bored in parallel. Next, a method of constructing a retaining wall that goes up on the block bodies 1 and 2 of the above embodiment will be explained. First, as shown in FIG. 4A, the bottom plate 3 is poured with cast-in-place concrete at the location where the retaining wall is to be constructed. At this time, the lower ends of the two PC steel members 4 are fixed to the bottom plate 3. Next, as shown in FIG. 4B, the block bodies 2 are stacked. At this time, the two PC steel members 4 are inserted into the two through holes 2b formed in the protruding portion 2a of the block body 2, respectively. Subsequently, as shown in FIG. 4C, the block body 1 is stacked on the block body 2 stacked above. At this time, the through hole 1b bored in the protrusion 1a of the block body 1 is
Insert the PC steel material 4. When the stacking of the block bodies 1 and 2 is completed, the prestressed PC steel material 4 is tensioned using a shovel or the like to apply prestress to the block bodies, thereby firmly integrating the block bodies 1 and 2. 5 is the Kasaishi block. Minami, in the above embodiment, the long PC @ material 4 is fixed to the bottom plate 3 in advance, and the PC steel material 4 is inserted by stacking the block bodies while inserting it into the through hole. As shown in Figure 5, the through hole 1 of each block body 1
A short prestressed steel material 5' is inserted in advance into the PC steel material 5', and a male thread 51 and a female thread 5 are attached to the upper and lower ends of the prestressed steel material 5', respectively.
b′ is provided, and when stacking the block bodies,
The upper and lower PC steel members 5' may be sequentially connected. A coupler may be used instead of the screws 5m' and 5b'. FIG. 6 shows a relatively low retaining wall constructed from a single piece of PC steel, using only the block body 1. Figure 7 shows a relatively tall structure constructed from three pieces of PC steel! This shows an I-wall, and the lower block main body 6 is constructed by extending a protrusion further rearward than the block main body 2 and having three through holes bored therein. [Effect of the invention 1] A protruding part is formed on the back side of the block body, and a through hole for the PC steel material is bored through the upper and lower surfaces of the protruding part, so that the stacked block bodies can be prestressed by the PC steel material. It is possible to strongly integrate the wall by applying the following functions, increasing the structural strength of the retaining wall. 2) Since the through hole is drilled in the protruding part, the thickness and weight of the main body of the pro/re can be reduced, and the length of the protruding part can be freely set, and the position of the PC steel material can be adjusted. It is possible to arbitrarily design the number of retaining walls and the number of retaining walls of any size. 3) A fitting protrusion is formed on the upper surface of the protruding part, and four fitting parts that can be fitted with the fitting protrusions of the lower block are formed on the lower surface, making the block body safe and highly accurate. can be stacked on top of each other.

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

第IA図はブロック本体の一実施例を示す平面図、#&
IB図はその正面図、第1C図は側面図、pJ2図は布
積における上下のブロック本体の嵌合状態の説明図、第
3A図は別のブロック本体の平面図、第3B図はその正
面図、第3C図は側面図、第4A図ないし第4C図は擁
壁の構築方法を順次説明する説明図、第5図はPC鋼材
を予め装備したブロック本体の断面図、第6図およびt
147図は各々41壁の構築例を示す図、第8A図は従
来のブロック本体の平面図、第8B図はその正面図、第
9図は従来の擁壁の構築状態を示す断面図である。 1・・・ブロック本体、1v・・突設部、1b・・・透
孔、1c・・・嵌合凸部、1d・・・嵌合凹部、l≧・
・・把持用突起、2・・・ブロック本体、21・・突設
部、2b・・・透孔、3・・・底盤、4・・・PC鋼材
、5・・・並方、5′・・・PC鋼材、5m’・・・雄
ねじ、5b’・・・雌ねじ、6・・・プロ7り本体。 第1A図 第1B図 二 第1C図 第5図 第3C図 第4A図 第6図 第8A図 7 第8B図
FIG. IA is a plan view showing an embodiment of the block body,
Figure IB is its front view, Figure 1C is its side view, Figure PJ2 is an explanatory diagram of the fitted state of the upper and lower block bodies in the fabric, Figure 3A is a plan view of another block body, and Figure 3B is its front view. Figure 3C is a side view, Figures 4A to 4C are explanatory diagrams sequentially explaining the method of constructing a retaining wall, Figure 5 is a cross-sectional view of the block body pre-equipped with prestressed steel, Figures 6 and t.
Fig. 147 is a diagram showing an example of construction of 41 walls, Fig. 8A is a plan view of a conventional block body, Fig. 8B is a front view thereof, and Fig. 9 is a sectional view showing a state of construction of a conventional retaining wall. . 1...Block body, 1v...Protrusion part, 1b...Through hole, 1c...Fitting convex part, 1d...Fitting concave part, l≧・
...Gripping projection, 2...Block body, 21...Protrusion part, 2b...Through hole, 3...Bottom board, 4...PC steel material, 5...Next direction, 5' ...PC steel material, 5m'...male thread, 5b'...female thread, 6...Pro7ri body. Figure 1A Figure 1B Figure 2 Figure 1C Figure 5 Figure 3C Figure 4A Figure 6 Figure 8A Figure 7 Figure 8B

Claims (1)

【特許請求の範囲】 1、ブロック本体の裏側に突設部を形成し、該突設部に
その上面と下面を貫くPC鋼材用透孔を穿設したことを
特徴とする石積み擁壁用ブロック。 2、上記突設部を後方に延設して、この延長方向に沿っ
て複数の透孔を平行に穿設したことを特徴とする請求項
1に記載の石積み擁壁用ブロック。 3、上記突設部の上面には嵌合凸部を形成すると共に、
下面には下段のブロックの嵌合凸部と嵌合し得る嵌合凹
部を形成したことを特徴とする請求項1または2に記載
の石積み擁壁用ブロック。
[Claims] 1. A block for a masonry retaining wall, characterized in that a protruding portion is formed on the back side of the block body, and a through hole for PC steel material is bored through the upper and lower surfaces of the protruding portion. . 2. The block for a masonry retaining wall according to claim 1, wherein the projecting portion extends rearward and a plurality of through holes are bored in parallel along the extending direction. 3. Forming a fitting convex part on the upper surface of the protruding part,
3. The block for a masonry retaining wall according to claim 1 or 2, wherein a fitting concave portion is formed on the lower surface to fit with a fitting convex portion of the lower block.
JP17092189A 1989-07-01 1989-07-01 Block for stone pile protecting wall Pending JPH0336327A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17092189A JPH0336327A (en) 1989-07-01 1989-07-01 Block for stone pile protecting wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17092189A JPH0336327A (en) 1989-07-01 1989-07-01 Block for stone pile protecting wall

Publications (1)

Publication Number Publication Date
JPH0336327A true JPH0336327A (en) 1991-02-18

Family

ID=15913823

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17092189A Pending JPH0336327A (en) 1989-07-01 1989-07-01 Block for stone pile protecting wall

Country Status (1)

Country Link
JP (1) JPH0336327A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100939824B1 (en) * 2008-02-28 2010-02-02 한국건설기술연구원 Assembled Precast Concrete Pile and Construction Method thereof
CN105421485A (en) * 2015-10-30 2016-03-23 杭州江润科技有限公司 Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure
KR20160114958A (en) * 2015-03-25 2016-10-06 삼성중공업 주식회사 Blast wall

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100939824B1 (en) * 2008-02-28 2010-02-02 한국건설기술연구원 Assembled Precast Concrete Pile and Construction Method thereof
KR20160114958A (en) * 2015-03-25 2016-10-06 삼성중공업 주식회사 Blast wall
CN105421485A (en) * 2015-10-30 2016-03-23 杭州江润科技有限公司 Construction method of high-fill prefabricated cast-in-situ combined pile slab wall protection structure

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