Deprecated: The each() function is deprecated. This message will be suppressed on further calls in /home/zhenxiangba/zhenxiangba.com/public_html/phproxy-improved-master/index.php on line 456
JPH0449607B2 - - Google Patents
[go: Go Back, main page]

JPH0449607B2 - - Google Patents

Info

Publication number
JPH0449607B2
JPH0449607B2 JP20315084A JP20315084A JPH0449607B2 JP H0449607 B2 JPH0449607 B2 JP H0449607B2 JP 20315084 A JP20315084 A JP 20315084A JP 20315084 A JP20315084 A JP 20315084A JP H0449607 B2 JPH0449607 B2 JP H0449607B2
Authority
JP
Japan
Prior art keywords
panel member
steel
engaging
reinforcing material
wall structure
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
JP20315084A
Other languages
Japanese (ja)
Other versions
JPS6183722A (en
Inventor
Shunsuke Shimada
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.)
Kyokado Engineering Co Ltd
Original Assignee
Kyokado 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 Kyokado Engineering Co Ltd filed Critical Kyokado Engineering Co Ltd
Priority to JP20315084A priority Critical patent/JPS6183722A/en
Publication of JPS6183722A publication Critical patent/JPS6183722A/en
Publication of JPH0449607B2 publication Critical patent/JPH0449607B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls

Landscapes

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

Description

【発明の詳細な説明】 〔発明の属する技術分野〕 本発明は土留構造体の壁面構造に係り、詳細に
は軟弱な基礎地盤上に構築しても不同沈下に対し
て破壊することなく順応し得、かつ圧縮性の大き
な軟弱な裏込材料を盛土として用いてもその相対
変位に対して充分な安定性を保ち、さらに型鋼部
分がパネル部材の端面により被覆、保護される土
留構造体の壁面構造に関する。
[Detailed description of the invention] [Technical field to which the invention pertains] The present invention relates to a wall structure of an earth retaining structure, and more particularly, to a wall structure of an earth retaining structure that can adapt to uneven settlement without destruction even when constructed on a soft foundation ground. A wall surface of an earth retaining structure that maintains sufficient stability against relative displacement even when a soft backing material with high compressibility is used as embankment, and the shaped steel portion is covered and protected by the end face of the panel member. Regarding structure.

〔公知技術とその問題点〕[Known technology and its problems]

土留構造物のように交通による振動や衝撃を受
けたり、紫外線による劣化や雨水による浸蝕を受
けやすい構造物においては、コンクリート、鉄筋
コンクリート、PSコンクリート等のように劣化
を受けにくく、かつ機械的強度の大きな剛性材料
を用いることが望ましい。このような観点から、
まず、地盤上に金属性の型鋼を間隔をあけて複数
本設置し、次いで、互いに隣接する型鋼間にコン
クリートパネルを嵌め込んで壁面を形成し、その
背面に盛土しながら補強材を連結して布設し、転
圧する補強土工法が開発されている。
For structures such as earth retaining structures that are subject to vibrations and shocks from traffic, deterioration due to ultraviolet rays, and erosion from rainwater, materials such as concrete, reinforced concrete, and PS concrete that are resistant to deterioration and have high mechanical strength are used. It is desirable to use large rigid materials. From this perspective,
First, multiple metal steel shapes are installed at intervals on the ground, then concrete panels are fitted between adjacent steel shapes to form a wall surface, and reinforcing materials are connected to the back of the walls while embanking. A reinforced earth construction method has been developed that involves laying and compacting.

しかし、このような工法では、補強材がパネル
背面に固定して連結されるため、地盤の不同沈下
により連結部が容易に破壊されてしまい、また我
国では圧縮性の大きな軟弱地盤を裏込材料として
用いることが多く、このような材料では相対変位
を起こしやすく、このとき、補強材が前述のとお
り固定して連結されているため、この相対変位に
よつても連結部が破壊されやすく、さらに型鋼が
金属性であるため腐食されやすく、特に正面部分
のさびは人目に触れるため美観上も好ましくな
い。
However, in this construction method, the reinforcing material is fixed and connected to the back of the panel, so the connecting part is easily destroyed due to uneven ground settlement. These materials tend to cause relative displacement, and at this time, since the reinforcing material is fixedly connected as described above, the joints are easily destroyed by this relative displacement, and furthermore, Since the molded steel is metallic, it is easily corroded, and rust on the front part in particular is visible to the public and is not aesthetically pleasing.

〔発明の目的〕[Purpose of the invention]

本発明の目的は地盤の不同沈下に対して破壊す
ることなく順応し得、かつ圧縮性の大きな軟弱な
裏込部材を盛土として用いてもその相対変位に対
して充分な安定性を保ち、さらに型鋼部分がパネ
ル部材の端面により被覆、保護される、前述の公
知技術に存する欠点を改良した土留構造体の壁面
構造を提供することにある。
The purpose of the present invention is to be able to adapt to uneven ground subsidence without destruction, maintain sufficient stability against relative displacement even when a soft and highly compressible backing member is used as embankment, and It is an object of the present invention to provide a wall structure of an earth retaining structure, which improves the drawbacks of the above-mentioned known techniques, in which the shaped steel portion is covered and protected by the end face of the panel member.

〔発明の要点〕[Key points of the invention]

前述の目的を達成するため、本発明によれば、
側面に係合片が突設された複数本の型鋼と、前記
係合片と係合し得る係合溝が両端に設けられたパ
ネル部材と、前記型鋼ないしはパネル部材の背面
に上下にスライド自在に装着された補強材とを備
え、前記複数本の型鋼は地盤上に間隔をあけて直
立して設置され、かつ互いに隣接する型鋼間にパ
ネル部材が嵌め込まれてなり、このパネル部材は
型鋼の係合片をパネル部材の両端の係合溝内に挿
入し、型鋼の正面が前記パネル部材の端面により
覆われるように嵌め込まれてなることを特徴とす
る。
In order to achieve the aforementioned object, according to the present invention:
A plurality of shaped steels each having an engaging piece protruding from its side surface, a panel member having engagement grooves at both ends that can be engaged with the engaging pieces, and a back surface of the shaped steel or panel member that can be slid up and down. The plurality of shaped steels are installed upright on the ground at intervals, and a panel member is fitted between adjacent shaped steels, and this panel member is a reinforcing member attached to the shaped steel. It is characterized in that the engaging pieces are inserted into engaging grooves at both ends of the panel member, and are fitted so that the front surface of the shaped steel is covered by the end face of the panel member.

〔発明の実施例〕[Embodiments of the invention]

以下本発明の壁面構造を添付図面を用いて詳述
する。第1図は本発明にかかる壁面構造の平面図
であつて、1は型鋼であり、この側面には係合片
2が突設されている。このような型鋼1は第1図
示のようにH型鋼であつてもよく、また、図示は
しないがT型鋼であつてもよく、このような型鋼
1を本発明では複数本、地盤上に間隔をあけて直
立して設置する。
The wall structure of the present invention will be described in detail below with reference to the accompanying drawings. FIG. 1 is a plan view of a wall structure according to the present invention, in which 1 is a shaped steel, and an engaging piece 2 is protruded from the side surface of this steel. Such a shaped steel 1 may be an H-shaped steel as shown in the first figure, or may be a T-shaped steel (not shown). In the present invention, a plurality of such shaped steels 1 are installed on the ground at intervals Open it and install it upright.

3はパネル部材であつて、この両端には係合片
2と係合しうる係合溝4,4が設けられており、
互いに隣接する型鋼1,1間に嵌め込まれる。こ
の嵌め込みは型鋼1の係合片2をパネル部材3の
両端の係合溝4に挿入し、型鋼1の正面1aがパ
ネル部材3の端面3aにより覆われるように行わ
れ、したがつて第3図の正面図から明白なとお
り、型鋼1は壁面構造Aの表面には全く現れな
い。
Reference numeral 3 denotes a panel member, and engagement grooves 4, 4 that can be engaged with the engagement piece 2 are provided at both ends of the panel member.
It is fitted between the mutually adjacent shaped steels 1,1. This fitting is carried out by inserting the engaging pieces 2 of the shaped steel 1 into the engaging grooves 4 at both ends of the panel member 3, so that the front surface 1a of the shaped steel 1 is covered by the end surface 3a of the panel member 3, and the third As is clear from the front view of the figure, the shaped steel 1 does not appear on the surface of the wall structure A at all.

5は補強材であつて、型鋼1の背面1bないし
はパネル部材3の背面3bに、例えば第2図示の
ように連結部材6に連結することにより上下にス
ライド自在に装着される。第2図において、連結
部材6は一対の固定金具7,8をそれぞれ型鋼1
の背面1bの上下の対称位置に固定し、更に上下
固定金具7,8間に連結棒9を固定して構成され
る。この場合、補強材5の一端に孔を穿設し、こ
の孔に連結棒9を嵌挿することにより補強材5が
連結部材6に連結され、これにより補強材5は連
結棒9に沿つて金具7,8間を上下に自由にスラ
イド可能になる。10,10′は連結棒9を固定
金具7,8間に固定するためのナツトである。
Reference numeral 5 denotes a reinforcing material, which is attached to the back surface 1b of the shaped steel 1 or the back surface 3b of the panel member 3, for example, by being connected to a connecting member 6 as shown in the second figure, so as to be slidable up and down. In FIG. 2, a connecting member 6 connects a pair of fixing fittings 7 and 8 to a mold steel 1, respectively.
The connecting rod 9 is fixed between the upper and lower fixing fittings 7 and 8. In this case, the reinforcing material 5 is connected to the connecting member 6 by drilling a hole at one end of the reinforcing material 5 and inserting the connecting rod 9 into the hole, so that the reinforcing material 5 is connected to the connecting member 6 along the connecting rod 9. It becomes possible to freely slide vertically between the metal fittings 7 and 8. Nuts 10 and 10' are used to fix the connecting rod 9 between the fixtures 7 and 8.

さらに、連結部材6は第5図に示されるように
型鋼1の任意の個所例えばH型鋼1の係合片2と
対向する片2aにたて長の細長い孔11を穿設し
て構成されてもよく、この場合、補強材5は孔1
1に補強材5(アンカーバー)の先端を通し、ナ
ツト(図示せず)を嵌め込んで連結部材6に連結
され、これにより補強材5は孔11に沿つて上下
に自由にスライド可能となる。
Furthermore, as shown in FIG. 5, the connecting member 6 is constructed by drilling a vertically elongated hole 11 at an arbitrary location on the steel section 1, for example, on the section 2a of the H section steel 1 facing the engaging section 2. In this case, the reinforcing material 5 is connected to the hole 1.
The tip of the reinforcing material 5 (anchor bar) is passed through 1, and a nut (not shown) is fitted to connect it to the connecting member 6, whereby the reinforcing material 5 can freely slide up and down along the hole 11. .

さらにまた、連結部材6は第4図に示されるよ
うに互いに隣接する型鋼1,1の係合片2と対向
片2aによつて形成される空間2bに連結棒12
を懸架して構成されてもよく、この場合、補強材
5はネツト状シートを用い、これを連結棒12に
巻きつけることにより連結され、これにより補強
材5は空間2bに沿つて上下に自由にスライド可
能となる。
Furthermore, as shown in FIG. 4, the connecting member 6 has a connecting rod 12 in a space 2b formed by the engaging piece 2 and the opposing piece 2a of the mutually adjacent steel molds 1, 1.
In this case, the reinforcing material 5 is connected by using a net-like sheet and wrapping it around the connecting rod 12, so that the reinforcing material 5 can move freely up and down along the space 2b. It becomes possible to slide.

このようにして構成される本発明にかかる壁面
構造Aは土留構造体Bの構築に用いられ、この施
工に際して、まず、補強材5が下方から連結部材
6に連結され、この上に盛土をまき出して転圧
し、このような操作を繰り返すことにより、やが
て上方まで補強材5が連結され、かつ上方まで盛
土の転圧が行われ、この結果、型鋼1およびパネ
ル部材3の背面1bおよび3b側に盛土転圧層1
3が形成されて土留構造体Bが構成される。
The wall structure A according to the present invention constructed in this way is used for constructing the earth retaining structure B. During construction, first, the reinforcing material 5 is connected to the connecting member 6 from below, and embankment is sprinkled on top of this. By repeating such operations, the reinforcing material 5 is connected to the upper part, and the embankment is rolled to the upper part.As a result, the back surfaces 1b and 3b of the shaped steel 1 and the panel member 3 are Embankment compaction layer 1
3 is formed to constitute the earth retaining structure B.

〔発明の効果〕〔Effect of the invention〕

以下のとおり、本発明にかかる壁面構造Aでは
補強材5が連結部材6に上下にスライド自在に連
結されているから、盛土の圧縮に順応して連結部
に応力集中が作用することがなく、したがつて地
盤の不同沈下に対して破壊することなく順応し
得、かつ圧縮性の大きな軟弱な裏込材料を盛土と
して用いてもその相対変位に対して充分な安定性
を保ち、さらに型鋼1の正面1aがパネル部材3
の端面3aにより被覆、保護されるから正面1a
の防錆に役立つのみならず、型鋼1が壁面構造A
の表面に現れないため美観上も優れている。
As described below, in the wall structure A according to the present invention, the reinforcing material 5 is connected to the connecting member 6 so as to be able to slide up and down, so that stress concentration does not act on the connecting part in response to the compression of the embankment. Therefore, it can adapt to the uneven settlement of the ground without breaking, and even if a soft and highly compressible backing material is used as embankment, it maintains sufficient stability against relative displacement. The front side 1a of is the panel member 3
The front face 1a is covered and protected by the end face 3a of
Not only is it useful for rust prevention, but mold steel 1 is also useful for wall structure A.
It is also aesthetically pleasing because it does not appear on the surface.

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

第1図は本発明にかかる壁面構造の一具体例の
平面図を示し、第2図は補強材の連結機構の一具
体例を示し、第3図は本発明にかかる壁面構造の
正面図を示し、第4図は本発明にかかる壁面構造
の他の具体例の平面図を示し、第5図は補強材の
連結機構の他の具体例を示す。 1……型鋼、1a……正面、1b……背面、2
……係合片、3……パネル部材、3a……端面、
3b……背面、4……係合溝、5……補強材、6
……連結部材、A……壁面構造、B……土留構造
体。
FIG. 1 shows a plan view of a specific example of a wall structure according to the present invention, FIG. 2 shows a specific example of a reinforcing material connection mechanism, and FIG. 3 shows a front view of a wall structure according to the present invention. FIG. 4 shows a plan view of another specific example of the wall structure according to the present invention, and FIG. 5 shows another specific example of the reinforcing member connection mechanism. 1...Shape steel, 1a...Front, 1b...Back, 2
...Engagement piece, 3...Panel member, 3a...End face,
3b...Back surface, 4...Engagement groove, 5...Reinforcement material, 6
... Connecting member, A... Wall structure, B... Earth retaining structure.

Claims (1)

【特許請求の範囲】[Claims] 1 側面に係合片が突設された複数本の型鋼と、
前記係合片と係合し得る係合溝が両端に設けられ
たパネル部材と、前記型鋼ないしはパネル部材の
背面に上下にスライド自在に装着された補強材と
を備え、前記複数本の型鋼は地盤上に間隔をあけ
て直立して設置され、かつ互いに隣接する型鋼間
にパネル部材が嵌め込まれてなり、このパネル部
材は型鋼の係合片をパネル部材の両端の係合溝内
に挿入し、型鋼の正面が前記パネル部材の端面に
より覆われるように嵌め込まれてなる土留構造体
の壁面構造。
1. A plurality of steel shapes with engaging pieces protruding from the sides,
A panel member provided with engagement grooves at both ends capable of engaging with the engagement pieces, and a reinforcing member attached to the back surface of the steel mold or the panel member so as to be slidable up and down, the plurality of steel molds comprising: A panel member is installed upright on the ground at intervals and is fitted between adjacent molded steels, and this panel member is constructed by inserting the engaging pieces of the molded steel into the engaging grooves at both ends of the panel member. , a wall structure of an earth retaining structure in which the front surface of the shaped steel is fitted so as to be covered by the end surface of the panel member.
JP20315084A 1984-09-28 1984-09-28 Wall surface structure of sheathing structure Granted JPS6183722A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20315084A JPS6183722A (en) 1984-09-28 1984-09-28 Wall surface structure of sheathing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20315084A JPS6183722A (en) 1984-09-28 1984-09-28 Wall surface structure of sheathing structure

Publications (2)

Publication Number Publication Date
JPS6183722A JPS6183722A (en) 1986-04-28
JPH0449607B2 true JPH0449607B2 (en) 1992-08-12

Family

ID=16469252

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20315084A Granted JPS6183722A (en) 1984-09-28 1984-09-28 Wall surface structure of sheathing structure

Country Status (1)

Country Link
JP (1) JPS6183722A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4824293A (en) * 1987-04-06 1989-04-25 Brown Richard L Retaining wall structure
JP2018145650A (en) * 2017-03-03 2018-09-20 Jfe商事テールワン株式会社 Connection method of embankment reinforcement used for retaining wall structure

Also Published As

Publication number Publication date
JPS6183722A (en) 1986-04-28

Similar Documents

Publication Publication Date Title
CA1335757C (en) Unit comprising mesh combined with geotextile
US6050749A (en) Concrete masonry unit for reinforced retaining wall
KR20140047924A (en) Construction method of cast-in-place step retaining wall using pc panel needless of concrete forms for slope reinforcement
US2346170A (en) Wall structure
JPH01187226A (en) Coating material for banking
JP3818939B2 (en) Reinforced soil structure, embankment reinforcement and reinforced soil block
JPH0449607B2 (en)
JP3615834B2 (en) Retaining wall construction method
JP3914073B2 (en) Dry block, molding frame, molding method, reinforced soil structure using dry block
JP2821468B2 (en) Soil structure reinforced by cell structure
JP3181552B2 (en) Reinforcement structure and reinforcement method of foundation structure in building
JPS62260919A (en) Small pile for reinforcing foundation ground to earthquake
JP2007308882A (en) Lightweight embankment structure
JPH042733B2 (en)
KR20010028793A (en) Precast Retaining Wall Using High Strength Micro Pile
JP2003166244A (en) Reinforced soil structure, reinforcing member, block for reinforced soil and manufacturing method therefor
JP2579120B2 (en) garage
JPS6054459B2 (en) Slope protection method
JP2621485B2 (en) Construction method of underground wall
AU674268B2 (en) Earth retaining wall system
JPH0378895B2 (en)
KR100830310B1 (en) Hollow panel for earth plate
JP2776620B2 (en) Basic structure of building
JPH04111813A (en) Retaining wall structure and its construction
JPH086326B2 (en) Reinforced soil retaining wall