JPH07145625A - Method of constructing earth retaining wall - Google Patents
Method of constructing earth retaining wallInfo
- Publication number
- JPH07145625A JPH07145625A JP35445692A JP35445692A JPH07145625A JP H07145625 A JPH07145625 A JP H07145625A JP 35445692 A JP35445692 A JP 35445692A JP 35445692 A JP35445692 A JP 35445692A JP H07145625 A JPH07145625 A JP H07145625A
- Authority
- JP
- Japan
- Prior art keywords
- precast concrete
- retaining wall
- pile
- piles
- concrete blocks
- 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
Links
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
- Retaining Walls (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明はプレキャストコンクリー
ト製品を使用して、大型機械によって土留擁壁を施工す
る省力化工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a labor-saving construction method for constructing an earth retaining wall by a large-sized machine using a precast concrete product.
【０００２】[0002]
【従来の技術】従来の土留擁壁は、あらかじめ土留擁壁
を設けようとする箇所の近くに鋼鉄製の矢板を打ち込ん
でから、土留擁壁設置箇所を安定地盤まで深く掘削し、
平面にならして、砂利を敷き、次いで生コンクリートを
打設して、やっと基礎づくりをすませる。そしてさら
に、この上に石積擁壁、重力式擁壁、半重力式擁壁、も
たれ擁壁、片持ばり式擁壁、控え壁式擁壁、支え壁式擁
壁あるいは箱型擁壁等を設けたのち矢板を引き抜いて地
もどしをする方法か、または前記と同じように基礎づく
りまでをして、この上に一定厚さのコンクリート擁壁が
構築できるように型枠を組んで生コンクリートを打設
し、一定期間養生してから、この型枠をはずし、矢板を
引抜いたのち、地面をならす方法がよく行われている。2. Description of the Related Art A conventional earth retaining wall is made by driving a steel sheet pile near the location where the earth retaining wall is to be installed in advance, and then excavating the earth retaining wall deeply to the stable ground.
After flattening the surface, laying gravel, then pouring fresh concrete, finally making the foundation. And on top of this, masonry retaining wall, gravity type retaining wall, semi-gravity type retaining wall, leaning retaining wall, cantilever type retaining wall, retaining wall type retaining wall, supporting wall type retaining wall or box type retaining wall etc. After setting up, you can pull out the sheet pile and demount it, or you can make the foundation in the same way as above and assemble a formwork on this so that a concrete retaining wall with a certain thickness can be constructed A common method is to set the ground, let it cure for a certain period of time, remove the formwork, pull out the sheet pile, and then level the ground.
【０００３】[0003]
【発明が解決しようとする課題】今まで行われてきた前
述の土留擁壁工法のうち、前者は矢板の土中への打込み
や基礎づくり、それにこの上にコンクリートフレキャス
ト製品を設置したのちに行う矢板の引抜きや、地もどし
等に多くの労力を費やすが、これらの作業はすべて現場
作業であるため、重労働である。一方後者の工法は前者
の工法と同じように基礎づくりまで現場作業によって実
施し、さらにこの上に土留擁壁作製のための枠組や生コ
ンクリートの打設、引続いてこの型枠の解体や矢板の引
抜きおよび地面ならし等の作業、つまり本工法のすべて
の作業が現場で行う必要があるため、非常に工数が多く
なるに加え、重労働である。またこれらの工法では基礎
づくりや、後者の方法の土留擁壁づくりにおいて生コン
クリートを打設するために、その後、一定の養生時間が
必要となって、工期が長くかかるという問題も有してい
る。さらに前記のこれらの工法では、特に軟弱地盤で施
工する場合には基礎づくりのために非常に深く堀削しな
ければならず、工数が極めて多くかかる。また、護岸堤
防としてこれらの工法を施行した場合には、水による地
盤の浸蝕によって、基礎が傾き、土留擁壁をも傾斜した
りさらにひどい場合には転倒するという大事故となる。[Problems to be Solved by the Invention] Of the above-mentioned soil retaining wall construction methods that have been used so far, the former is after driving the sheet pile into the soil or making a foundation, and after installing concrete flecast products on it. Although a lot of labor is spent on pulling out the sheet pile and demounting it, all of these works are on-site work, which is a heavy labor. On the other hand, the latter construction method is the same as the former construction method, where the foundation work is carried out by on-site work.Furthermore, on this, a framework for making retaining soil retaining walls and placing of concrete are placed, followed by dismantling of this formwork and sheet pile. Since it is necessary to perform work such as pulling out and leveling the ground, that is, all the work of this construction method on site, the number of man-hours is very large and it is heavy labor. In addition, these construction methods also have a problem that a certain curing time is required after that in order to place the fresh concrete in the foundation construction and the soil retaining wall construction of the latter method, and the construction period is long. . Furthermore, in the above-mentioned construction methods, particularly when constructing on soft ground, it is necessary to excavate very deeply to form a foundation, which requires an extremely large number of man-hours. In addition, when these construction methods are applied to the seawall, the foundation will be inclined due to the erosion of the ground by water, and the earth retaining wall will also be inclined or, in the worst case, it will fall.
【０００４】[0004]
【課題が解決するための手段】本発明は前記のような問
題点を改善したものであって、具体的には、土中で適当
な間隔で杭を打ち込み、そしてその間を両端にこの杭が
入る穴を有するとともに、隣接するプレキャストコンク
リートブロックと接合できるように切り込みを入れたプ
レキャストコンクリートブロックによって接続し、かつ
この上に積み上げて行くことにより重労働で、そして手
間のかかる現場作業が極端に少なくなったので、工数が
大きく削減できた。また従来のように長期間を要する生
コンクリート打設後の養生もなくなったため、工期が非
常に短縮できるようになった。DISCLOSURE OF THE INVENTION The present invention is an improvement over the above-mentioned problems. Specifically, the piles are driven in the soil at appropriate intervals, and the piles are placed at both ends between them. It has a hole to enter and it is connected by a precast concrete block that is notched so that it can be joined with an adjacent precast concrete block, and by stacking it on top of this, it is hard work, and the on-site work is extremely reduced. As a result, man-hours have been greatly reduced. In addition, the curing period after placing the concrete, which requires a long period of time as in the past, has been eliminated, and the construction period can be greatly shortened.
【０００５】[0005]
【作用】以上のように本発明の土留擁壁工法では、工事
に先んじて工場で大量生産した杭やプレキャストコンク
リートブロックを施行時に現場へ運搬して組立てればよ
いため、工数の削減と工期の短縮に非常に役立った。ま
た本発明の土留擁壁工法では杭打ち作業、プレキャスト
コンクリートブロック配設作業とも大型機械によって施
行が可能になったため、人手はほとんど必要とせず、従
って楽に工事ができるようになった。さらに本発明の工
法では杭を深く打ち込むため、軟弱地盤においても強固
な土留擁壁をつくることができ、従って本発明の工法で
護岸堤防をつくった場合には水の浸蝕によってこれが傾
斜したり、転倒したりすることは全くない。As described above, according to the soil retaining wall construction method of the present invention, since piles and precast concrete blocks mass-produced at the factory may be transported to the site at the time of construction and assembled prior to construction, the number of man-hours and the construction period can be reduced. It was very helpful in shortening. Further, since the pile retaining work and the precast concrete block arranging work can be carried out by a large-sized machine in the soil retaining wall construction method of the present invention, almost no manpower is required and therefore the work can be performed easily. Furthermore, since the piles are driven deep in the construction method of the present invention, a strong soil retaining wall can be formed even on soft ground, and therefore when the revetment embankment is formed by the construction method of the present invention, this is inclined due to water erosion, There is no fall.
【０００６】[0006]
【実施例】図１は本発明で使用する杭の一実施例を示し
ている。図２は本発明で使用するプレキャストコンクリ
ートブロックの一実施例の平面図である。図３は図２の
プレキャストコンクリートブロックの正面図である。図
４は一定間隔で土中に打込んだ杭にプレキャストコンク
リートブロックを配設した本発明の一実施例の平面図で
ある。図５は図４の杭にプレキャストコンクリートブロ
ックを配設した正面図である。まずプレキャストコンク
リート製パイルの杭（１）と、両端縦方向にこの杭が入
る穴（３）をあけ、かつ両端上部に隣接するプレキャス
トコンクリートブロックと接続するための切り込み
（４）を入れたプレキャストコンクリートブロック
（２）を工場で生産し、工事現場へトラックで運搬し
た。次いでこの杭を５ｍ間隔で地面に垂直に立て、まっ
すぐに土中へ打ち込んだ。さらにこの杭の間の地面をプ
レキャストコンクリートブロック（２）がおさまる程度
の巾に浅く、水平に堀削してから、２本の杭（１）に、
プレキャストコンクリートブロック（２）の両端の穴
（３）を差し込んだ。この時のプレキャストコンクリー
トブロックは両端上部に切り込み（４）があり、またこ
のプレキャストコンクリートブロックの背面には片持ち
ばりを有していた。またさらに前記と同じ形のプレキャ
ストコンクリートブロック（２）を同じ向にして１つお
きに横へ並べ終ってから、その１列目で１つおきに空い
ている箇所に片持ちばりを有していないプレキャストコ
ンクリートブロック（２）を前記とは上下方向を逆にし
て順次横方向へ配置して行って１列目を終了した。引続
き前記と同様にして２列目と３列目のプレキャストコン
クリートブロックを配設して土留擁壁を完成させた。以
上の土留擁壁の作製はすべて大型機械で行うことがで
き、人手はは余りいらなかった。以上の本発明の工法は
軟弱地盤に土留擁壁をつくる場合や護岸堤防として特に
適している。本発明では杭としてパイル、Ｈ鋼、複合鋼
管パイル等が好んで使用でき、またプレキャストコンク
リートブロックとしては横方向に継ぐことができ、かつ
縦方向にも高く積んで行ける形状のものであれば使用可
能である。FIG. 1 shows an embodiment of a pile used in the present invention. FIG. 2 is a plan view of an example of the precast concrete block used in the present invention. FIG. 3 is a front view of the precast concrete block of FIG. FIG. 4 is a plan view of an embodiment of the present invention in which a precast concrete block is arranged on a pile driven into the soil at regular intervals. FIG. 5 is a front view in which a precast concrete block is arranged on the pile of FIG. First, a precast concrete pile (1), a hole (3) into which the pile is inserted in the longitudinal direction at both ends, and a notch (4) for connecting to a precast concrete block adjacent to the upper part of both ends. Block (2) was produced at the factory and transported by truck to the construction site. Next, the piles were erected vertically on the ground at intervals of 5 m and driven straight into the soil. Furthermore, the ground between these piles is shallow enough to accommodate the precast concrete block (2) and horizontally excavated, then into two piles (1),
The holes (3) at both ends of the precast concrete block (2) were inserted. At this time, the precast concrete block had notches (4) at both upper ends, and the back surface of the precast concrete block had a cantilever. Furthermore, after arranging the precast concrete blocks (2) of the same shape as the above in the same direction and arranging them every other row side by side, every other row in the first row has a cantilever beam. An unprecast concrete block (2) was sequentially arranged in the horizontal direction with the vertical direction reversed from the above, and the first row was completed. Subsequently, the precast concrete blocks in the second and third rows were arranged in the same manner as above to complete the earth retaining wall. All of the above soil retaining walls could be made with a large machine, and there was little manpower. The construction method of the present invention described above is particularly suitable for forming a retaining wall for soil retaining on soft ground and for use as a seawall. In the present invention, piles, H steel, composite steel pipe piles, etc. can be preferably used as the piles, and as the precast concrete blocks, those having a shape that can be spliced in the horizontal direction and can be piled up in the vertical direction can be used. It is possible.
【０００７】[0007]
【発明の効果】以上述べたように本発明は工事の前にあ
らかじめつくっていた杭とプレキャストコンクリートブ
ロックを使用して大型機械によって土留擁壁を作製する
もので、現場作業が今までよりも非常に少なくなったの
で、大きく省力化ができたほか、人が事故にあう危険性
も少なくなった。このことは３Ｋ職場と言って敬遠され
がちの建設現場の職場環境を改善するのに役立つもので
ある。As described above, according to the present invention, the soil retaining wall is produced by a large-sized machine using the piles and precast concrete blocks that are prefabricated before the construction work. Since the number has been reduced to a great extent, it has been possible to save a lot of labor, and the risk of human accidents has been reduced. This helps improve the work environment at the construction site, which is often shunned as a 3K workplace.
【図１】本発明に使用する杭の側面図である。FIG. 1 is a side view of a pile used in the present invention.
【図２】本発明に使用するプレキャストコンクリートブ
ロックの平面図である。FIG. 2 is a plan view of a precast concrete block used in the present invention.
【図３】図２のプレキャストコンクリートブロックの平
面図である。FIG. 3 is a plan view of the precast concrete block of FIG.
【図４】本発明の土留擁壁の平面図である。FIG. 4 is a plan view of an earth retaining wall of the present invention.
【図５】本発明の土留擁壁の正面図である。FIG. 5 is a front view of the earth retaining wall of the present invention.
１ 杭 ２ プレキャストコンクリートブロック ３ 杭が入る穴 ４ 切り込み ５ 片持ばり 1 Pile 2 Precast concrete block 3 Pile hole 4 Notch 5 Cantilever
Claims (3)
てその間を両端にこの杭が入る穴を有するとともに、隣
接するプレキャストコンクリートブロックと接合できる
ように切り込みを入れたプレキャストコンクリートブロ
ックによって接続し、かつ、この上に積み上げて行くこ
とを特徴とする土留擁壁作製方法。1. A pile is driven into the soil at an appropriate interval, and a precast concrete block is provided which has holes at both ends for receiving the pile and is provided with a notch so that it can be joined to an adjacent precast concrete block. A method of making a retaining wall for retaining soil, characterized by stacking on top of this.
る請求項１に記載の土留擁壁作製方法。2. The method for producing an earth retaining wall according to claim 1, wherein the pile is a pile, H steel, or a composite steel pipe pile.
擁壁となるように片持ばり又は控え壁を有するプレキャ
ストコンクリートブロックを地面に接して使用する請求
項１に記載の土留擁壁作製方法。3. The soil retaining pipe according to claim 1, wherein a precast concrete block having a cantilever or retaining wall is used in contact with the ground so that the retaining retaining wall becomes a cantilever retaining wall or a retaining wall retaining wall. Retaining wall manufacturing method.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP35445692A JPH07145625A (en) | 1992-12-16 | 1992-12-16 | Method of constructing earth retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP35445692A JPH07145625A (en) | 1992-12-16 | 1992-12-16 | Method of constructing earth retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07145625A true JPH07145625A (en) | 1995-06-06 |
Family
ID=18437684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP35445692A Pending JPH07145625A (en) | 1992-12-16 | 1992-12-16 | Method of constructing earth retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07145625A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000328586A (en) * | 1999-05-24 | 2000-11-28 | Modern Material:Kk | Retaining wall |
| KR100679736B1 (en) * | 2004-01-26 | 2007-02-07 | (주)레코기술 | Panel type block and retaining wall having same |
| KR100743474B1 (en) * | 2007-05-21 | 2007-07-30 | (주)한터인종합건축사사무소 | Earth of building land-side protection wall structure |
| JP2013151827A (en) * | 2012-01-25 | 2013-08-08 | Ohbayashi Corp | Tide-water control structure |
| USD785208S1 (en) | 2016-02-11 | 2017-04-25 | Pacific Prebenched Ltd. | Block for a retaining wall |
| US9856622B2 (en) | 2016-03-30 | 2018-01-02 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
| USD895153S1 (en) | 2018-10-05 | 2020-09-01 | Pacific Prebenched Ltd. | Block for a retaining wall |
| KR102184445B1 (en) * | 2019-08-08 | 2020-11-30 | 소병무 | Chain block |
| KR102187023B1 (en) * | 2019-08-22 | 2020-12-04 | 주식회사 한도이앤씨 | Soil retaining wall |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63194026A (en) * | 1987-02-03 | 1988-08-11 | Tenryu Kogyo Kk | Steep slope base unit introducing construction and retaining wall for its construction |
-
1992
- 1992-12-16 JP JP35445692A patent/JPH07145625A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63194026A (en) * | 1987-02-03 | 1988-08-11 | Tenryu Kogyo Kk | Steep slope base unit introducing construction and retaining wall for its construction |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000328586A (en) * | 1999-05-24 | 2000-11-28 | Modern Material:Kk | Retaining wall |
| KR100679736B1 (en) * | 2004-01-26 | 2007-02-07 | (주)레코기술 | Panel type block and retaining wall having same |
| KR100743474B1 (en) * | 2007-05-21 | 2007-07-30 | (주)한터인종합건축사사무소 | Earth of building land-side protection wall structure |
| JP2013151827A (en) * | 2012-01-25 | 2013-08-08 | Ohbayashi Corp | Tide-water control structure |
| USD785208S1 (en) | 2016-02-11 | 2017-04-25 | Pacific Prebenched Ltd. | Block for a retaining wall |
| US9856622B2 (en) | 2016-03-30 | 2018-01-02 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
| US10676890B2 (en) | 2016-03-30 | 2020-06-09 | Robert Gordon McIntosh | Retaining wall system, method of supporting same, and kit for use in constructing same |
| USD895153S1 (en) | 2018-10-05 | 2020-09-01 | Pacific Prebenched Ltd. | Block for a retaining wall |
| KR102184445B1 (en) * | 2019-08-08 | 2020-11-30 | 소병무 | Chain block |
| KR102187023B1 (en) * | 2019-08-22 | 2020-12-04 | 주식회사 한도이앤씨 | Soil retaining wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4653962A (en) | Retaining wall construction and method of manufacture | |
| US5233810A (en) | Method of constructing a wall | |
| JPH07145625A (en) | Method of constructing earth retaining wall | |
| CN212801564U (en) | Foundation ditch steel sheet pile supporting construction | |
| US4056154A (en) | Squaring off and reaming tool for deep elongated trench excavations | |
| CN206800457U (en) | A kind of cover plate support for digging method construction | |
| JPS63280153A (en) | Underground inverted lining method | |
| JPS6062327A (en) | Construction of underwater continuous wall | |
| JPS6233372B2 (en) | ||
| JP2757209B2 (en) | Cut-and-joint underground construction method using synthetic steel beams | |
| JPH0654016B2 (en) | Underground space construction method | |
| CN219547764U (en) | Variant pile board wall | |
| JPH0641993A (en) | Learned retaining wall | |
| CN111648375B (en) | Inner supporting structure based on shear wall as support | |
| JPS5841227Y2 (en) | Element for mountain retainer | |
| JP2002054159A (en) | Retaining wall construction method making use of block | |
| JPS6290445A (en) | Block for foundation and its manufacture | |
| JPH01210521A (en) | Building method and framing board of buried concrete structure | |
| JPS6035491B2 (en) | The body of the well or submerge | |
| JPS59177422A (en) | Construction work of underground continuous wall using disposable formwork | |
| JP3284009B2 (en) | Building with basement | |
| JPS5853321Y2 (en) | Element for mountain retainer | |
| KR20010048073A (en) | The construction method of a concrete retaining wall | |
| JPS6024249B2 (en) | How to build a basement | |
| JPH10152853A (en) | Method of building underground structure and structure member used therein |