JPH037764B2 - - Google Patents

Info

Publication number
JPH037764B2
JPH037764B2 JP27850084A JP27850084A JPH037764B2 JP H037764 B2 JPH037764 B2 JP H037764B2 JP 27850084 A JP27850084 A JP 27850084A JP 27850084 A JP27850084 A JP 27850084A JP H037764 B2 JPH037764 B2 JP H037764B2
Authority
JP
Japan
Prior art keywords
base
block
block plates
wing
block plate
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
JP27850084A
Other languages
Japanese (ja)
Other versions
JPS61155515A (en
Inventor
Kunimitsu Yamada
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.)
Kensetsu Kiso Engineering Co Ltd
Original Assignee
Kensetsu Kiso Engineering 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 Kensetsu Kiso Engineering Co Ltd filed Critical Kensetsu Kiso Engineering Co Ltd
Priority to JP27850084A priority Critical patent/JPS61155515A/en
Publication of JPS61155515A publication Critical patent/JPS61155515A/en
Publication of JPH037764B2 publication Critical patent/JPH037764B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits
    • E02D17/04Bordering surfacing or stiffening the sides of foundation pits

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
  • Piles And Underground Anchors (AREA)

Description

【発明の詳細な説明】 産業上の利用分野 この発明は土留工法に関するものである。[Detailed description of the invention] Industrial applications This invention relates to an earth retaining method.

従来技術 従来土留工法として第9図と第10図に示すよ
うな構成の工法が採用されている。すなわち横断
面アーチ状のパネルaを使用し、該パネルaの隆
起側を地山b側に向けて立設し、パネルaの左右
両端部をアンカーcによつて地山に固定するもの
である。
Prior Art As a conventional earth retaining method, a construction method having a configuration as shown in FIGS. 9 and 10 has been adopted. That is, a panel a having an arch-shaped cross section is used, the raised side of the panel a is erected toward the earth b side, and both left and right ends of the panel a are fixed to the earth with anchors c. .

このようなアーチ状のパネルaは大きな曲げモ
ーメントに耐え得ることが可能で、板厚を薄くす
ることができるという極めて顕著な効果があるも
のである。
Such an arch-shaped panel a can withstand a large bending moment, and has the extremely remarkable effect that it can be made thinner.

この発明が解決すべき問題点 しかしこのような構成において問題となるのは
ジヨイント部の構造である。すなわち第10図に
示すように左右のパネルa,aの端部間に目地モ
ルタルdをつめ、両端部にボルトeを挿通し、ナ
ツトfによつて連結するものであるが、ボルトe
とナツトfのみによつて曲げモーメントに耐え得
るのであるため、ジヨイント部の強度が不充分で
あり、不安が残ることがある。
Problems to be Solved by the Invention However, the problem with such a configuration is the structure of the joint portion. That is, as shown in Fig. 10, joint mortar d is filled between the ends of left and right panels a, a, bolts e are inserted into both ends, and they are connected with nuts f.
Since the bending moment can be withstood only by the nut f and the nut f, the strength of the joint portion is insufficient and there may be concerns.

問題点を解決するための手段 この発明は、基部に対して線対称に左右に横断
面円弧状の翼部が突設したコンクリートブロツク
板を複数個、翼部が張り出した側を地山に向け左
右に連続させて立設し、左右に隣接したふたつの
ブロツク板の基部から翼部突端へ水平に貫通した
挿通孔にPC鋼材を挿通し、両端部を各々基部に
て定着して一体化するようにし、左右に連続する
全ブロツク板を連結するようにして上記の問題点
を解消するものである。
Means for Solving the Problems This invention provides a plurality of concrete block plates each having a wing section projecting from the left and right in a line-symmetric manner with an arcuate cross section, with the side on which the wing sections protrude facing the ground. The PC steel material is inserted into the insertion hole that runs horizontally from the base of the two block plates adjacent to each other on the left and right to the tip of the wing, and both ends are fixed at the base of each block plate to integrate them. The above-mentioned problem is solved by connecting all the block plates that are continuous from side to side.

実施例 以下図に示す一実施例に基づきこの発明を詳細
に説明する。
Embodiment The present invention will be described in detail below based on an embodiment shown in the drawings.

(1) コンクリートブロツク板 図において1は本発明に使用するコンクリー
トブロツク板である。ブロツク板1は正面図は
方形状であるが、横断面形状は左右中間に板状
の基部2があり、該基部2に対し線対称に左右
に翼部3,3が各々突出している。翼部3,3
は円弧状であつて、突端に行く程厚さが薄くな
つている。
(1) Concrete block board In the figure, 1 is a concrete block board used in the present invention. The block plate 1 has a rectangular shape in a front view, but has a plate-shaped base 2 in the middle between the left and right sides in a cross-sectional shape, and wing parts 3, 3 protrude from the base 2 in line symmetry to the left and right, respectively. Wings 3, 3
It is arc-shaped and becomes thinner towards the tip.

基部2には鉛直方向の補強鋼材4が複数本埋
め込まれており、表裏方向に向けて水平にアン
カー挿通孔5が複数個貫通している。
A plurality of vertical reinforcing steel members 4 are embedded in the base 2, and a plurality of anchor insertion holes 5 pass through the base 2 horizontally in the front and back directions.

また基部2から翼部3,3の端部に抜ける
PC鋼材挿通孔6が貫通されている。すなわち
基部2の左側からは右側の翼部3の突端に向け
て、基部2の右側からは左側の翼部3の突端に
向けて挿通孔6が貫通されている。左右いずれ
へ貫通する挿通孔6,6も上下に適宜間隔離れ
て複数形成されている。
Also, it passes from the base 2 to the ends of the wing parts 3, 3.
A PC steel material insertion hole 6 is passed through. That is, the insertion hole 6 is passed through from the left side of the base 2 toward the tip of the right wing section 3, and from the right side of the base 2 toward the tip of the left wing section 3. A plurality of insertion holes 6, 6 penetrating either left or right are also formed at appropriate intervals vertically.

(2) ブロツク板の設置 立設した複数のブロツク板1を横に併列させ
る共に、隣接するブロツク板1の翼部3の端同
士が相接し連続した円弧状面となつて円弧状面
が地山7側に張出すように設置する。
(2) Installation of block plates A plurality of upright block plates 1 are arranged side by side, and the ends of the wing parts 3 of adjacent block plates 1 touch each other to form a continuous arc-shaped surface. Install it so that it overhangs the ground 7 side.

高さが足りなければ、上下に幾枚も積み上げ
ればよい。
If the height is not enough, you can stack several sheets one above the other.

(3) 左右ブロツク板の一体化 左右に隣接するふたつのブロツク板1,1を
PC鋼材8によつて一体化する。PC鋼材8とし
て実施例ではPC鋼より線が使用されている。
PC鋼材8を一方のブロツク板1の基部2から
挿通孔6を挿通させて翼部3端部から抜け出さ
せ、他方のブロツク板1の翼部3端部から挿通
孔6に挿通し、基部2から抜け出させる。以上
のようにして両ブロツク板1にPC鋼材8を掛
け渡し、緊張して両端部を各々ナツト、くさび
等の定着具9によつて定着する。
(3) Integration of left and right block plates The two adjacent block plates 1 and 1 on the left and right are
It is integrated by PC steel material 8. As the PC steel material 8, a PC steel stranded wire is used in the embodiment.
The PC steel material 8 is inserted through the insertion hole 6 from the base 2 of one block plate 1 and comes out from the end of the wing part 3, and then inserted into the insertion hole 6 from the end of the wing part 3 of the other block plate 1, and then passed through the insertion hole 6 from the end of the wing part 3 of the other block plate 1. get out of it. As described above, the PC steel material 8 is stretched across both block plates 1, and both ends are fixed with fixing tools 9 such as nuts or wedges under tension.

以上のようにして左右のブロツク板1,1を
一体化するが、左のブロツク板1は更に左に隣
接するブロツク板1と、右のブロツク板1は更
に右に隣接するブロツク板1と一体化し、左右
に連続する複数枚のブロツク板1を鎖状に連結
する。
As described above, the left and right block plates 1, 1 are integrated, but the left block plate 1 is further integrated with the block plate 1 adjacent to the left, and the right block plate 1 is further integrated with the block plate 1 adjacent to the right. A plurality of block plates 1 that are continuous from side to side are connected in a chain.

(4) 地山への固定 地山7へロツクボルト等のアンカー10を打
設し、ブロツク板1のアンカー挿通孔5に端部
を挿通して、定着具11によつて定着し、ブロ
ツク板1を地山7へ固定する。
(4) Fixing to the ground An anchor 10 such as a lock bolt is driven into the ground 7, the end is inserted into the anchor insertion hole 5 of the block plate 1, and fixed with the fixing tool 11, and the block plate 1 is fixed. Fix it to the ground 7.

(5) その他の実施例 以上の実施例はブロツク板1をアンカー10
によつて地山7に固定したが、アンカー10に
よつて固定せずとも有効に土留めを行うことが
できる。
(5) Other embodiments In the above embodiments, the block plate 1 is connected to the anchor 10.
Although it is fixed to the ground 7 with an anchor 10, effective earth retaining can be performed without fixing with an anchor 10.

第5図に示すように回転モーメントは矢印の
ようにブロツク板1に作用するため、基部2に
は最大圧縮応力、翼部3,3端部には最大引張
応力が作用する。平板状のブロツク板と比較し
た場合に横断面形状で考えた場合の桁高はhと
なるので、コンクリート材料の使用が同一量と
したとき、平板状の桁高dより著しく本発明に
使用したブロツク板の方が桁高が充分大きくな
るので、曲げ耐力において遥かに有利となる。
従つてアンカー10を使用しない自立性土留擁
壁の場合にも、この工法は極めて有効である。
As shown in FIG. 5, since the rotational moment acts on the block plate 1 as indicated by the arrow, the maximum compressive stress acts on the base 2, and the maximum tensile stress acts on the wing parts 3, 3 ends. When compared with a flat block plate, the girder height when considered in terms of cross-sectional shape is h, so when the same amount of concrete material is used, the girder height d used in the present invention is significantly higher than that of a flat block plate. Since the block plate has a sufficiently larger girder height, it is much more advantageous in terms of bending strength.
Therefore, this construction method is extremely effective even in the case of a self-supporting retaining wall that does not use anchors 10.

また翼部3,3の各端部に鉛直方向にアンカ
ー12を挿通して打設すれば転倒に対して安全
性が高くなる。
Furthermore, if the anchors 12 are inserted and driven vertically into each end of the wing parts 3, 3, safety against falling will be increased.

(6) その他の実施例 第7図に示すように上下のブロツク板1,1
間に断面L字形のブロツク13を挾持し、ブロ
ツク板1,1の前面に溝状の客土空間14を形
成するととも可能である。該客土空間14に客
土して草木を植裁することが可能となる。
(6) Other embodiments As shown in Fig. 7, upper and lower block plates 1, 1
It is also possible to sandwich a block 13 having an L-shaped cross section between them and form a groove-shaped soil space 14 on the front surface of the block plates 1,1. It becomes possible to add soil to the soil space 14 and plant plants.

ブロツク13の高さhを高くすれば客土空間
14を深くすることができ、樹木も植生するこ
とができる。
By increasing the height h of the block 13, the soil space 14 can be deepened and trees can be planted there.

以上のように緑化にも利用することができ、
美観上極めて良好となる。
As mentioned above, it can also be used for greening.
The appearance is extremely good.

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

第1図はこの発明の一実施例の横断面図、第2
図は正面図、第3図は縦断面図、第4図はブロツ
ク板の平面図、第5図は第4図の−線断面
図、第6図は従来の平板状の土留板の縦断面図、
第7図は他の実施例の平面図、第8図は第7図の
−線断面図、第9図は従来例の横断面図、第
10図は一部拡大横断面図である。 1……ブロツク板、2……基部、3……翼部、
4……補強鋼材、5……アンカー挿通孔、6……
PC鋼材挿通孔、7……地山、8……PC鋼材、9
……一定着具、10……アンカー、11……定着
具、12……アンカー、13……ブロツク、14
……客土空間。
FIG. 1 is a cross-sectional view of one embodiment of the present invention, and FIG.
The figure is a front view, Figure 3 is a vertical sectional view, Figure 4 is a plan view of the block plate, Figure 5 is a cross-sectional view taken along the - line in Figure 4, and Figure 6 is a vertical cross-section of a conventional flat earth retaining plate. figure,
FIG. 7 is a plan view of another embodiment, FIG. 8 is a cross-sectional view taken along the line -- in FIG. 7, FIG. 9 is a cross-sectional view of the conventional example, and FIG. 10 is a partially enlarged cross-sectional view. 1...Block plate, 2...Base, 3...Wing part,
4...Reinforcement steel material, 5...Anchor insertion hole, 6...
PC steel material insertion hole, 7... Earth, 8... PC steel material, 9
... fixed fixture, 10 ... anchor, 11 ... fixing device, 12 ... anchor, 13 ... block, 14
...A land space.

Claims (1)

【特許請求の範囲】[Claims] 1 基部に対して線対称に左右に横断面円弧状の
翼部が突設したコンクリートブロツク板を複数
個、翼部が張り出した側を地山に向け左右に連続
させて立設し、左右に隣接したふたつのブロツク
板の基部から翼部突端へ水平に貫通した挿通孔に
PC鋼材を挿通し、両端部を各々基部にて定着し
て一体化するようにし、左右に連続する全ブロツ
ク板を連結したことを特徴とする土留工法。
1. A plurality of concrete block plates each having wings with an arc-shaped cross section protruding from the left and right in a line-symmetric manner with respect to the base are erected in a continuous manner from side to side with the side where the wings project out facing the ground, and In the insertion hole that penetrates horizontally from the base of two adjacent block plates to the tip of the wing.
An earth retaining construction method characterized by inserting prestressed steel material, fixing both ends at the base, and connecting all block plates that are continuous from side to side.
JP27850084A 1984-12-27 1984-12-27 Sheathing work Granted JPS61155515A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27850084A JPS61155515A (en) 1984-12-27 1984-12-27 Sheathing work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27850084A JPS61155515A (en) 1984-12-27 1984-12-27 Sheathing work

Publications (2)

Publication Number Publication Date
JPS61155515A JPS61155515A (en) 1986-07-15
JPH037764B2 true JPH037764B2 (en) 1991-02-04

Family

ID=17598177

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27850084A Granted JPS61155515A (en) 1984-12-27 1984-12-27 Sheathing work

Country Status (1)

Country Link
JP (1) JPS61155515A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63100538U (en) * 1986-12-16 1988-06-30
JP2538359B2 (en) * 1989-11-30 1996-09-25 株式会社フジタ Mountain retaining wall structure
CN102433882A (en) * 2010-09-29 2012-05-02 李宪奎 Construction method for forming foundation pit support by combining concrete pile wall and jet grouting anchor pile and anchor bar structural member

Also Published As

Publication number Publication date
JPS61155515A (en) 1986-07-15

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