JPH0141784Y2 - - Google Patents
Info
- Publication number
- JPH0141784Y2 JPH0141784Y2 JP11118484U JP11118484U JPH0141784Y2 JP H0141784 Y2 JPH0141784 Y2 JP H0141784Y2 JP 11118484 U JP11118484 U JP 11118484U JP 11118484 U JP11118484 U JP 11118484U JP H0141784 Y2 JPH0141784 Y2 JP H0141784Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing bars
- mirror
- block
- restraining
- concrete
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims description 39
- 239000000463 material Substances 0.000 claims description 18
- 230000000452 restraining effect Effects 0.000 claims description 11
- 239000004575 stone Substances 0.000 claims description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 241001070941 Castanea Species 0.000 claims description 5
- 235000014036 Castanea Nutrition 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
Landscapes
- Retaining Walls (AREA)
Description
【考案の詳細な説明】
[産業上の利用分野]
本考案は土留擁壁或は護岸擁壁等の擁壁として
有用なコンクリート積ブロツク擁壁に関するもの
である。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a concrete block retaining wall useful as a retaining wall such as an earth retaining wall or a bank retaining wall.
[従来の技術]
土留擁壁或は護岸擁壁等には現場打ちのコンク
リート擁壁や玉石、間知石、雑割石等の天然石を
用いた石積擁壁、或は小型のコンクリート積ブロ
ツクを用いたブロツク擁壁等が施工されている。[Conventional technology] For retaining walls or bank retaining walls, cast-in-place concrete retaining walls, masonry retaining walls made of natural stones such as cobblestones, masonry stones, and rough stones, or small concrete masonry blocks are used. Block retaining walls and other structures have been constructed.
[考案が解決しようとする問題点]
而して、上記擁壁等の施工に際しては、現場に
おける築畳作業はすべて手作業によつて行われて
いるが、最近頓に現場作業員が高齢化して作業能
率が低下する傾向を示しているという問題点があ
る。[Problems that the invention aims to solve] When constructing the above-mentioned retaining walls, etc., all on-site tatami work is done by hand, but recently, the number of on-site workers is rapidly aging. However, there is a problem in that work efficiency tends to decrease.
[問題点を解決するための手段]
本考案は上記の問題点を解決するため、施工が
容易で然も完成した擁壁が擁壁として効用の高い
ものとなるコンクリート積ブロツク擁壁を提供す
ることを目的としてなされたもので、その構成
は、矩形判状の鏡部の上縁に、二股状で先端部を
折曲した吊鉄筋を係止する鍵型係止部を、その両
端部付近にそれぞれ1箇所、中央部付近に2箇所
凹設し、該鏡部の横手方向両側から4分の1の点
の背面にそれぞれ後端を拡大部に形成した矩形版
状の控材を突設すると共に控材の前記拡大部の背
面から複数個の平面□状の係止溝を鏡部の上縁に
平行に且つ左右同位置に設け、前記控材の背面に
ネツト等を係止するフツクを適宜数設ける一方、
該控材の上に突部を、下面に前記突部に嵌合する
凹部をそれぞれ設けて成るコンクリート積ブロツ
クを基礎上に布積し、各ブロツクの前記控材の背
面から横鉄筋を係止溝に係止する一方、縦鉄筋の
下端を基礎に埋設すると共に該縦鉄筋を横鉄筋の
裏側に配し、その後から鍵型係止部に吊鉄筋を係
止して該吊鉄筋により縦鉄筋を支持せしめ、控材
の背面に鉄線製等の網をフツクに係止してその後
側に裏込栗石を充填し、鏡面の裏面と控材及び網
で囲まれた空洞部に裏込コンクリートを充填して
成ることを特徴とするものである。[Means for Solving the Problems] In order to solve the above problems, the present invention provides a concrete block retaining wall that is easy to construct and the completed retaining wall is highly effective as a retaining wall. It was designed for the purpose of Recesses are made in one place on each side and two in the vicinity of the center, and rectangular plate-shaped restraining members with the rear ends formed as enlarged parts are protruded from the back of the mirror part at one-quarter points from both sides in the transverse direction. At the same time, a plurality of flat □-shaped locking grooves are provided from the back surface of the enlarged portion of the backing material, parallel to the upper edge of the mirror section, and at the same position on the left and right, and hooks for locking nets, etc., to the back surface of the backing material. While providing an appropriate number of
Concrete blocks each having a protrusion on top of the backing material and a recess on the bottom surface that fits into the protrusion are laid on the foundation, and horizontal reinforcing bars are secured from the back side of the backing material of each block. While being locked in the groove, the lower end of the vertical reinforcing bar is buried in the foundation, and the vertical reinforcing bar is placed on the back side of the horizontal reinforcing bar, and then the hanging reinforcing bar is locked in the key-shaped locking part, and the vertical reinforcing bar is secured by the hanging reinforcing bar. A net made of iron wire or the like is fixed to the hook on the back of the backing material, and the back side is filled with backing stone, and backing concrete is placed on the back side of the mirror surface and in the cavity surrounded by the backing material and the net. It is characterized by being filled.
[作用]
即ち、本考案はコンクリート積ブロツクを大型
の下駄状に形成し、これを布積しながら適宜横鉄
筋、縦鉄筋、吊鉄筋を配して鉄筋による補強を行
いながら、裏込栗石及び裏込コンクリートを施す
ことにより、施工が容易で然も強度の高いすぐれ
た擁壁に形成したものである。[Function] That is, the present invention forms a concrete block into a large geta-like shape, and while stacking the concrete blocks, horizontal reinforcing bars, vertical reinforcing bars, and hanging reinforcing bars are placed as appropriate, and reinforcement with reinforcing bars is performed. By applying backfill concrete, it is an excellent retaining wall that is easy to construct and has high strength.
[実施例]
次に、まず本考案の実施に使用するコンクリー
ト積ブロツクの例を図に拠り説明する。[Example] Next, an example of a concrete block used for carrying out the present invention will be explained with reference to the drawings.
Aは本考案コンクリート積ブロツクの一例で、
鏡部1は矩形版状をなし、その上縁2の裏側寄り
に、二股状で先端部を折曲した吊鉄筋Cの先端部
を嵌合係止する円形小孔3aとこれに連通し前記
吊鉄筋C腕部の厚みと同深の断面半円形の溝3b
とから成る鍵型係止部3を、両端部近傍にそれぞ
れ1箇所、中央部に2箇所凹設し、また、鏡部1
の横手方向両端からそれぞれ4分の1の位置から
後端を拡大背部4aに形成した矩形版状の控材
4,4を突設すると共に、前記背部4aにその背
面から複数の平面□状で控材4を横に貫通する段
溝5aを形成した係止溝5を前記上縁2に平行に
且つ左右の控材4,4の同位置に穿設し、背部4
aの背面には係止用のフツク6を二列に複数個植
設する一方、左右の控材4,4の上端で鏡部1と
の接合部付近に突部7を設け、また、控材4,4
の下端には前記突部7に嵌合する凹部8を設けて
構成され、全体として恰も下駄状をなすものであ
り、その大きさは、例えば、鏡部1は縦800mm、
横1250mm、厚さ120mmの矩形状で、控材4の奥行
は230mmとする。 A is an example of the concrete block of this invention.
The mirror part 1 has a rectangular plate shape, and has a small circular hole 3a on the back side of its upper edge 2, which is connected to the circular hole 3a, into which the tip of the hanging reinforcing bar C, which is bifurcated and has a bent tip, is fitted and locked. Groove 3b with a semicircular cross section and the same depth as the thickness of the hanging reinforcing bar C arm
A key-shaped locking part 3 consisting of a mirror part 1 is recessed in one place near each end and two in the center part.
A rectangular plate-shaped restraining member 4, 4 whose rear end is formed into an enlarged back portion 4a is provided protruding from a quarter position from both transverse ends of the back portion 4a, and a plurality of flat □-shaped braces are provided from the back surface of the back portion 4a. A locking groove 5 having a stepped groove 5a passing through the backing member 4 laterally is bored parallel to the upper edge 2 and at the same position on the left and right backing members 4, 4.
A plurality of locking hooks 6 are planted in two rows on the back side of a, while a protrusion 7 is provided near the joint with the mirror part 1 at the upper end of the left and right retaining members 4, 4. Material 4,4
The lower end is provided with a recess 8 that fits into the protrusion 7, and the whole has a clog-like shape, and its size is, for example, 800 mm in length,
It has a rectangular shape with a width of 1250 mm and a thickness of 120 mm, and the depth of the backing material 4 is 230 mm.
尚、Bは前記ブロツクAを縦半切したものであ
り、このブロツクBにおいて控材4は鏡部1の背
部中央に位置し、また、鍵型係止部3は上縁2の
両端から同距離離隔したところに設けられてい
る。 Note that B is the block A cut in half lengthwise, and in this block B, the retaining member 4 is located at the center of the back of the mirror portion 1, and the key-shaped locking portions 3 are located at the same distance from both ends of the upper edge 2. It is located in a remote location.
従つて、ブロツクAの上縁2の中央部には2箇
所設けられる鍵型係止部3,3の間隔は両端部に
設けられるそれの端部からの距離の2倍になるよ
うにするものとする。 Therefore, the distance between the two key-shaped locking parts 3, 3 provided at the center of the upper edge 2 of block A should be twice the distance from the ends of the locking parts 3, 3 provided at both ends. shall be.
次に上記ブロツクを用いて本考案擁壁を施工す
る例について説明する。 Next, an example of constructing a retaining wall of the present invention using the above blocks will be explained.
現場施工に際しては、予めコンクリートにより
形成した基礎21の上に所要の法勾配に合わせて
ブロツクAをその鏡部1を表にした状態で第1段
目をA11,A12,A13…と順次配設し、横
鉄筋22を控材4の背面から係止溝5に嵌め込む
と共に段溝5aに係止させ、縦鉄筋23の下端を
基礎21に埋設すると共に該縦鉄筋23を横鉄筋
22の裏側に配し、その後からブロツクA1iの
上縁2の鍵型係止部3に吊鉄筋Cを係止して、該
吊鉄筋Cにより縦鉄筋23を支持させる。 During on-site construction, the first stage is placed in order as A11, A12, A13, etc., with the mirror part 1 of block A facing up, on top of the foundation 21 previously formed with concrete, in accordance with the required legal slope. Then, the horizontal reinforcing bars 22 are fitted into the locking grooves 5 from the back side of the backing material 4 and locked in the step grooves 5a, the lower ends of the vertical reinforcing bars 23 are buried in the foundation 21, and the vertical reinforcing bars 23 are inserted into the back side of the horizontal reinforcing bars 22. After that, a hanging reinforcing bar C is locked to the key-shaped locking part 3 of the upper edge 2 of the block A1i, and the vertical reinforcing bar 23 is supported by the hanging reinforcing bar C.
次いで、鉄線製又は合成樹脂製等でブロツクA
の短辺長と同幅の網24を連続する控材4の背面
のフツク6に係止した後、網24の裏側に裏込栗
石25を充填し、更に、鏡部1の背面と控材4,
4及び網24で囲まれた空洞部26に生コンクリ
ート27を充填して第1段目の施工を完了する。 Next, block A is made of iron wire or synthetic resin.
After locking the net 24 with the same width as the short side length of the continuous backing material 4 to the hook 6 on the back side of the backing material 4, the back side of the netting 24 is filled with backing stone 25, and then the back side of the mirror part 1 and the backing material 4,
4 and the hollow portion 26 surrounded by the net 24 is filled with ready-mixed concrete 27 to complete the first stage construction.
而して、第2段目は、ブロツクA21はブロツ
クA11とA12に均等に跨がらせて配すること
により、ブロツクA21の控材4,4の下端の凹
部8,8をそれらに対応するブロツクA11とA
12の控材4,4の突部に嵌合載置する。このよ
うにしてブロツクA22,A23…を第1段目の
ブロツクA上に順次載置した後、横鉄筋22を縦
鉄筋23をかわして係止溝5から嵌め込んで段溝
5aに係止させ、前記と同様に吊鉄筋Cをブロツ
クA2iの上縁2の鍵型係止部3に係止して縦鉄
筋23を支持させる。後は第1段目と同様にして
網24をフツク6に係止し、裏込栗石25を充填
し、空洞部26に生コンクリート27を充填す
る。 Thus, in the second stage, the block A21 is arranged so as to equally straddle the blocks A11 and A12, so that the concave portions 8, 8 at the lower ends of the retaining members 4, 4 of the block A21 are placed in the corresponding blocks. A11 and A
It is fitted and placed on the protrusions of No. 12 retaining members 4, 4. After the blocks A22, A23... are sequentially placed on the first stage block A in this way, the horizontal reinforcing bars 22 are inserted through the locking grooves 5, bypassing the vertical reinforcing bars 23, and are locked in the step grooves 5a. Similarly to the above, the suspension reinforcing bars C are engaged with the key-shaped locking portions 3 of the upper edge 2 of the block A2i to support the vertical reinforcing bars 23. After that, the net 24 is locked to the hook 6 in the same manner as in the first stage, the back-filling chestnut stone 25 is filled, and the cavity 26 is filled with ready-mixed concrete 27.
以下、同様に第3段目、第4段目と築畳するこ
とにより、布積の大型な鉄筋補強されたコンクリ
ート積ブロツク擁壁が形成されるのである。 Thereafter, by building the third and fourth stages in the same manner, a large-sized concrete block retaining wall reinforced with steel bars is formed.
尚、ブロツクBは、上記積ブロツク擁壁が布積
であるため、その端末に1段置きに該ブロツクB
分だけの凹部が形成されるので、該凹部を処理す
るためのものである。 In addition, since the block B has the above-mentioned laminated block retaining wall, the block B is
Since a recess corresponding to that amount is formed, this is for processing the recess.
[効果]
本考案コンクリート積ブロツク擁壁は上述の通
りであつて、擁壁を構成するためのコンクリート
ブロツクは矩形状の鏡部の上縁に、二股状で先端
部を折曲した吊鉄筋を係止する鍵型係止部を、そ
の両端部付近にそれぞれ1箇所、中央部付近に2
箇所凹設し、該鏡部の横手方向両側から4分の1
の点の背面にそれぞれ後端を拡大部に形成した矩
形版状の控材を突設すると共に控材の前記拡大部
の背面から複数個の平面□状の係止溝を鏡部の上
縁に平行に且つ左右同位置に設け、前記控材の背
面にネツト等を係止するフツクを適宜数設ける一
方、該控材の上面に突部を、下面に前記突部に嵌
合する凹部をそれぞれ設けて成るものであるか
ら、横鉄筋を係止溝に係止させて横設できると共
に縦鉄筋を吊鉄筋により支持することができるの
で、設計の条件に応じた補強が可能であるばかり
でなく、上下のずれのない布積が可能であり、然
も背面に網を係止できるので、裏込栗石の充填区
切ができ、胴込コンクリートと栗石との接着が良
好となつて、擁壁背面の摩擦抵抗を増大せしめ、
安定した強固な大型のコンクリート積ブロツク擁
壁であり、その施工は容易且つ経済的で土留擁壁
或は護岸擁壁として極めて有用である。[Effects] The concrete block retaining wall of the present invention is as described above, and the concrete block for constructing the retaining wall has hanging reinforcing bars with bifurcated ends bent at the upper edge of the rectangular mirror section. There are two key-shaped locking parts, one near each end and two near the center.
Recessed in place, 1/4 from both sides of the mirror part in the lateral direction
A rectangular plate-shaped restraining member whose rear end is formed as an enlarged part is provided protrudingly on the back surface of each point, and a plurality of flat □-shaped locking grooves are formed from the back surface of the enlarged part of the restraining material on the upper edge of the mirror part. A suitable number of hooks are provided on the back surface of the restraining material to lock nets, etc., and a protrusion is provided on the upper surface of the restraining material, and a recessed portion is provided on the lower surface of the restraining material to fit into the protrusion. Since the horizontal reinforcing bars can be installed horizontally by being locked in the locking grooves, and the vertical reinforcing bars can be supported by the hanging reinforcing bars, it is possible to provide reinforcement according to the design conditions. It is possible to lay the floor without any vertical deviation, and since the net can be secured to the back side, it is possible to fill the area with back-filling chestnut stone, and the adhesion between the back-filling concrete and the chestnut stone is good, resulting in retaining walls. Increases the frictional resistance on the back,
It is a stable and strong large concrete block retaining wall that is easy and economical to construct and is extremely useful as an earth retaining wall or a bank retaining wall.
第1図は本考案擁壁を構成するコンクリートブ
ロツクの一例の前側からの斜視図、第2図は同後
側からの斜視図、第3図は側面図、第4図は本考
案擁壁を構築する際に使用する補助のブロツクの
斜視図、第5図は吊鉄筋の斜視図、第6図は本考
案擁壁を構築している状態の斜視図、第7図は擁
壁の側面図である。
A…ブロツク、1…鏡部、2…上縁、3…鍵型
係止部、4…控材、5…係止溝、6…フツク、7
…突部、8…凹部、21…基礎、22…横鉄筋、
23…縦鉄筋、24…網、25…裏込栗石、26
…空洞部、27…裏込コンクリート。
Figure 1 is a perspective view from the front of an example of a concrete block constituting the retaining wall of the present invention, Figure 2 is a perspective view of the same from the rear, Figure 3 is a side view, and Figure 4 is a perspective view of the retaining wall of the present invention. A perspective view of the auxiliary blocks used during construction, Figure 5 is a perspective view of hanging reinforcing bars, Figure 6 is a perspective view of the retaining wall of the present invention being constructed, and Figure 7 is a side view of the retaining wall. It is. A...Block, 1... Mirror part, 2... Upper edge, 3... Key-shaped locking part, 4... Retaining member, 5... Locking groove, 6... Hook, 7
... protrusion, 8 ... recess, 21 ... foundation, 22 ... horizontal reinforcing bar,
23... Vertical reinforcing bar, 24... Net, 25... Back-filling chestnut stone, 26
...Cavity part, 27...Concrete backing.
Claims (1)
曲した吊鉄筋を係止する鍵型係止部を、その両端
部付近にそれぞれ1箇所、中央部付近に2箇所凹
設し、該鏡部の横手方向両側から4分の1の点の
背面にそれぞれ後端を拡大部に形成した矩形版状
の控材を突設すると共に控材の前記拡大部の背面
から複数個の平面□状の係止溝を鏡部の上縁に平
行に且つ左右同位置に設け、前記控材の背面にネ
ツト等を係止するフツクを適宜数設ける一方、該
控材の上面に突部を、下面に前記突部に嵌合する
凹部をそれぞれ設けて成るブロツクを基礎上に布
積し、各ブロツクの前記控材の背面から横鉄筋を
係止溝に係止する一方、縦鉄筋の下端を基礎に埋
設すると共に該縦鉄筋を横鉄筋の裏側に配し、そ
の後から鍵型係止部に吊鉄筋を係止して該吊鉄筋
により縦鉄筋を支持せしめ、控材の背面に鉄線製
等の網をフツクに係止してその後側に裏込栗石を
充填し、鏡面の裏面と控材及び網で囲まれた空洞
部に裏込コンクリートを充填して成ることを特徴
とするコンクリート積ブロツク擁壁。 On the upper edge of the rectangular mirror part, key-shaped locking parts are recessed in two places near each end and two near the center to lock the hanging reinforcing bars that are bifurcated and bent at the tip. A rectangular plate-shaped restraining member whose rear end is formed as an enlarged portion is provided on the back surface of the mirror portion at a quarter point from both sides of the mirror portion in the lateral direction, and a plurality of rectangular restraining members are provided on the back surface of the enlarged portion of the restraining material. A flat □-shaped locking groove is provided parallel to the upper edge of the mirror part and at the same position on the left and right sides, and an appropriate number of hooks for locking a net etc. are provided on the back of the backing member, while a protruding groove is provided on the upper surface of the backing member. Blocks each having a concave portion on the lower surface that fits into the protrusion are stacked on the foundation, and horizontal reinforcing bars are locked in the locking grooves from the back side of the backing member of each block, while vertical reinforcing bars are The lower end is buried in the foundation, and the vertical reinforcing bars are placed on the back side of the horizontal reinforcing bars.Then, the hanging reinforcing bars are locked to the key-shaped locking parts, and the vertical reinforcing bars are supported by the hanging reinforcing bars. It is characterized in that a net made of iron wire or the like is fixed to a hook, the rear side is filled with back-filling chestnut stone, and the hollow part surrounded by the back surface of the mirror surface, the restraining material, and the net is filled with back-filling concrete. Concrete block retaining wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11118484U JPS6126747U (en) | 1984-07-24 | 1984-07-24 | Concrete block retaining wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11118484U JPS6126747U (en) | 1984-07-24 | 1984-07-24 | Concrete block retaining wall |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6126747U JPS6126747U (en) | 1986-02-18 |
JPH0141784Y2 true JPH0141784Y2 (en) | 1989-12-08 |
Family
ID=30670289
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11118484U Granted JPS6126747U (en) | 1984-07-24 | 1984-07-24 | Concrete block retaining wall |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6126747U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3883830B2 (en) * | 2001-09-04 | 2007-02-21 | 環境工学株式会社 | Construction materials for civil engineering structures |
-
1984
- 1984-07-24 JP JP11118484U patent/JPS6126747U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS6126747U (en) | 1986-02-18 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US10760281B2 (en) | Veneer connectors, wall blocks, veneer panels for wall blocks, and walls | |
US20080057801A1 (en) | Block wall construction system including use of clip retainers | |
JP2769936B2 (en) | Construction method of beams and slabs in underground skeleton construction | |
JPH0141784Y2 (en) | ||
JPS609178B2 (en) | How to install garden or boundary wall panels | |
JPH0141783Y2 (en) | ||
JPS63197721A (en) | Sheathing panel | |
JPH08177059A (en) | Footing block, and integrated method for constructing continuous footing employing footing block | |
JP2612416B2 (en) | Outdoor wall construction materials | |
JPH11323958A (en) | Execution method of building and concrete product used therefor | |
JPH03217538A (en) | Block body for constructing use | |
JPH0352822Y2 (en) | ||
JPH07180126A (en) | Construction block and retaining wall using the block | |
JPH0754348Y2 (en) | Combination basic block and combination basic | |
JPH022770Y2 (en) | ||
JP3035385U (en) | Foundation reinforcement | |
KR200183409Y1 (en) | Precast concrete segment for arch type culvert | |
JPS6011171Y2 (en) | Hōto formwork | |
JPH03290529A (en) | Retaining wall and building method therefor | |
JP2514014Y2 (en) | fence | |
JPH026096Y2 (en) | ||
JP2000212971A (en) | Pc foundation slab and pc foundation beam member for mat foundation, and work method for mat foundation using them | |
JPH053549Y2 (en) | ||
JPH04323417A (en) | Base structure | |
JPH11166275A (en) | Execution of building and concrete product |