JPH0378895B2 - - Google Patents
Info
- Publication number
- JPH0378895B2 JPH0378895B2 JP10392987A JP10392987A JPH0378895B2 JP H0378895 B2 JPH0378895 B2 JP H0378895B2 JP 10392987 A JP10392987 A JP 10392987A JP 10392987 A JP10392987 A JP 10392987A JP H0378895 B2 JPH0378895 B2 JP H0378895B2
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- bag
- wall
- protective material
- reinforced earth
- 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
- 239000000463 material Substances 0.000 claims description 19
- 230000001681 protective effect Effects 0.000 claims description 17
- 239000012779 reinforcing material Substances 0.000 claims description 13
- 238000005056 compaction Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 239000013013 elastic material Substances 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000006073 displacement reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229920005830 Polyurethane Foam Polymers 0.000 description 1
- 229920006328 Styrofoam Polymers 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000011496 polyurethane foam Substances 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は道路や擁壁等の構築に利用される補強
土構造物の壁面構造に係り、特に壁面パネルと補
強材の連結部分が安全に保護されて破壊されにく
い補強土構造物の壁面構造に関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention relates to the wall structure of reinforced earth structures used for constructing roads, retaining walls, etc. Concerning wall structures of reinforced earth structures that are protected and difficult to destroy.
この種の補強土構造物の壁面構造として、従
来、第7図に示されるように壁面パネル1の背面
2に固定金具3を埋設固着し、この固定金具3に
金属製の帯状補強材4の末端をボルト5によつて
連結し、これにより壁面パネル1の背面2に帯状
補強材4を連結してなるものが知られている。
Conventionally, as a wall structure of this type of reinforced earth structure, as shown in FIG. It is known that the ends are connected by bolts 5, thereby connecting a band-shaped reinforcing material 4 to the back surface 2 of the wall panel 1.
しかし、上述の壁面構造では、固定金具3と補
強材4の末端との連結部6が盛土の際の転圧時に
圧縮されて破壊されやすい。すなわち、壁面パネ
ル1は通常、コンクリート等の剛性材料でつくら
れ、一方、盛土は粒状体であつて転圧時には圧縮
され、このため、連結部6は盛土の転圧時に相対
変位を生じて周辺の土粒子の動きに大きく影響さ
れ、やがて破壊される。
However, in the above-described wall structure, the connecting portion 6 between the fixing fitting 3 and the end of the reinforcing member 4 is easily compressed and destroyed during rolling during embankment. That is, the wall panel 1 is usually made of a rigid material such as concrete, while the embankment is a granular material and is compressed during compaction. Therefore, the connecting portion 6 causes relative displacement during compaction of the embankment, and the surrounding area It is greatly affected by the movement of soil particles, and will eventually be destroyed.
そこで、本発明の目的は壁面パネルと補強材の
連結部が安全に保護されて破壊されにくく、前述
の公知技術に存する欠点を改良した補強土構造物
の壁面構造を提供することにある。 SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a wall structure for a reinforced earth structure in which the joint between a wall panel and a reinforcing material is safely protected and difficult to break, and which improves the drawbacks of the above-mentioned known techniques.
前述の目的を達成するため、本発明によれば、
壁面パネルと、この壁面パネルの背面側に盛土さ
れた盛土層と、この盛土層内に布設され、末端が
前記壁面パネルに連結された補強材とから構成さ
れる補強土構造物において、前記壁面パネルの背
面には頂部に孔の穿設された袋状保護材が固着さ
れ、前記補強材はこの末端を前記孔に通して前記
袋状保護材の内壁面に係止部材により係止するこ
とにより壁面パネルに連結さ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 reinforced earth structure comprising a wall panel, an embankment layer embanked on the back side of the wall panel, and a reinforcing material installed within the embankment layer and connected at an end to the wall panel, wherein the wall panel A bag-shaped protective material having a hole bored at the top is fixed to the back side of the panel, and the end of the reinforcing material is passed through the hole and locked to the inner wall surface of the bag-shaped protective material by a locking member. It is characterized by being connected to the wall panel by.
以下、本発明を添付図面を用いて詳述する。 Hereinafter, the present invention will be explained in detail using the accompanying drawings.
第1図は本発明にかかる壁面構造を表した斜視
図であり、第2図は第1図の部分断面図である。
10は壁面パネルであつて、コンクリート等の剛
性材料からなる。壁面パネル10の背面11には
袋状保護材12が固着される。この袋状保護材1
2は第1図に示されるように断面「コ」の字型の
形状であつてもよく、また、第4図に示されるよ
うに半円筒型の形状であつてもよく、内部に空間
13を形成しうる形状であれば、いかなるもので
あつてもよい。 FIG. 1 is a perspective view showing a wall structure according to the present invention, and FIG. 2 is a partial sectional view of FIG. 1.
A wall panel 10 is made of a rigid material such as concrete. A bag-shaped protective material 12 is fixed to the back surface 11 of the wall panel 10. This bag-shaped protective material 1
2 may have a U-shaped cross section as shown in FIG. 1, or may have a semi-cylindrical shape as shown in FIG. 4, with a space 13 inside. Any shape may be used as long as it can form.
袋状保護材12の背面11への固着は第1図示
のように両側辺14,14を背面11に接触させ
て配置し、頂部15からボルト16を貫通して背
面11に締めつけてもよく、また図示しないが両
側辺14,14を背面11から壁面パネル10内
に埋設してもよい。この場合、袋状保護材12は
第1図示のように横長に配置されてもよく、また
第4図示のようにたて長に配置されてもよい。 The bag-shaped protective material 12 may be fixed to the back surface 11 by placing both sides 14, 14 in contact with the back surface 11 as shown in the first figure, passing a bolt 16 through the top 15 and tightening it to the back surface 11. Although not shown, both sides 14, 14 may be buried in the wall panel 10 from the back surface 11. In this case, the bag-shaped protective material 12 may be arranged horizontally as shown in the first figure, or vertically as shown in the fourth figure.
なお、前述において、袋状保護材12の固着は
多少動くようにゆるく行つてもかまわない。この
場合、ボルト16の孔を大きくしたり、あるいは
ボルト16をゆるく締める。 In addition, in the above description, the bag-shaped protective material 12 may be fixed loosely so as to allow some movement. In this case, the hole of the bolt 16 may be made larger or the bolt 16 may be tightened loosely.
さらに、袋状保護材12の頂部15には孔17
が穿設される。この孔17の形状は横長でもたて
長でもかまわないが、後述のように補強材18が
下方に移動し得るようにたて長であることが好ま
しい。 Further, a hole 17 is provided in the top portion 15 of the bag-shaped protective material 12.
is drilled. The shape of this hole 17 may be horizontally long or vertically long, but it is preferably vertically long so that the reinforcing material 18 can move downward as described later.
壁面パネル10の背面11には補強材18が連
結される。この連結は第2図に示されるように、
末端19を孔17に通した後、袋状保護材12の
内部の空間13から末端19にナツト20(係止
部材)を螺合して内壁面21に係止することによ
り行われるが、係止部材20としてナツトを用い
ずに第5図示のよう末端19にあらかじめ細長い
形状の係止部材20を固着しておき、その後、図
示しないが係止部材20を孔17に沿つて挿入
し、係止部材20が孔17と直角になるように補
強材18を回転して内側面21に係止することも
できる。上述の補強材18は棒状、帯状等、いか
なる形状のものであつてもよく、その先端22に
はアンカープレート23が装着される。 A reinforcing member 18 is connected to the back surface 11 of the wall panel 10. This connection is shown in Figure 2,
After passing the end 19 through the hole 17, a nut 20 (locking member) is screwed onto the end 19 from the space 13 inside the bag-shaped protective material 12 to lock it to the inner wall surface 21. An elongated locking member 20 is fixed in advance to the end 19 as shown in FIG. It is also possible to rotate the reinforcement 18 so that the stop member 20 is perpendicular to the hole 17 and to lock it to the inner surface 21 . The above-mentioned reinforcing member 18 may have any shape such as a rod shape or a band shape, and an anchor plate 23 is attached to the tip 22 of the reinforcing member 18 .
なお、図示しないが、袋状保護材12の空間1
3内にはポリウレタン、発泡スチロール等の弾性
材料を装填してもかまわない。 Although not shown, the space 1 of the bag-shaped protective material 12
3 may be filled with an elastic material such as polyurethane or styrofoam.
上述のように構成された壁面パネル10は補強
土構造物の構築に当たり、まず、第第3図に示さ
れるように地盤44上に配置される。次いで、壁
面パネル10の背面11側に盛土し、転圧して盛
土層25を形成する。このとき壁面パネル10の
背面11に連結された補強材18は盛土層25内
に布設され、この盛土、転圧の工程を繰り返すこ
とにより所望の高さの補強土構造物26が構築さ
れる。 In constructing a reinforced earth structure, the wall panel 10 configured as described above is first placed on the ground 44 as shown in FIG. 3. Next, earth is placed on the back surface 11 side of the wall panel 10, and the earth is rolled to form an earth embankment layer 25. At this time, the reinforcing material 18 connected to the back surface 11 of the wall panel 10 is laid in the embankment layer 25, and by repeating the steps of embankment and compaction, a reinforced earth structure 26 of a desired height is constructed.
なお、本発明において、第6図に示されるよう
に袋状保護材12は横長の方向に配棟置されると
ともに、上下両側辺14,14が上下の壁面パネ
ル10,10にまたがつて配置されることにより
補強土構造物の構築に際して壁面パネル10,1
0の積み重ねが容易となる。 In addition, in the present invention, as shown in FIG. 6, the bag-shaped protective material 12 is arranged in a horizontal direction, and the upper and lower sides 14 are arranged astride the upper and lower wall panels 10, 10. When constructing a reinforced earth structure, the wall panels 10, 1
It becomes easy to accumulate 0's.
本発明の壁面構造によれば、壁面パネル10の
背面11に固着された袋状保護材12が補強材1
8と背面11との連結部を覆つて保護するので、
連結部は盛土の際の転圧による土粒子の移動に影
響されず、したがつて、背面11と盛土層25の
相対変位にも連結部は安全に保護されて破壊され
にくくなる。
According to the wall structure of the present invention, the bag-like protective material 12 fixed to the back surface 11 of the wall panel 10 is attached to the reinforcing material 1.
Since it covers and protects the connecting part between 8 and the back surface 11,
The connecting portion is not affected by the movement of soil particles due to compaction during embankment, and therefore the connecting portion is safely protected and difficult to be destroyed even by relative displacement between the back surface 11 and the embankment layer 25.
また、空間13に弾性材料を装填した場合、こ
の弾性材料は外部からの土粒子の動きに影響され
ずに補強材18の動きに長期間順応する。 Furthermore, when the space 13 is filled with an elastic material, this elastic material adapts to the movement of the reinforcing material 18 for a long period of time without being affected by the movement of soil particles from the outside.
前述の本発明によれば、壁面パネルと補強材の
連結部が安全に保護されて破壊されにくく、安定
した補強土構造物を構築することができる。
According to the above-described present invention, it is possible to construct a stable reinforced earth structure in which the connecting portion between the wall panel and the reinforcing material is safely protected and difficult to be destroyed.
第1図は本発明にかかる壁面構造の一具体例の
斜視図を示し、第2図は第1図の袋状保護材部分
の一部断面図を示し、第3図は本発明にかかる補
強土構造物の断面図を示し、第4図は本発明にか
かる袋状保護材の他の具体例の斜視図を示し、第
5図は本発明に使用する係止部材の一具体例を示
し、第6図は本発明にかかる補強土構造物の他の
具体例の部分断面図を示し、第7図は従来の壁面
構造の斜視図を示す。
10…壁面パネル、11…背面、12…袋状保
護材、13…空間、14…側辺、15…頂部、1
7…孔、18…補強材、19…補強材の末端、2
0…ナツト、21…内壁面、24…地盤、25…
盛土層、26…補強土構造物。
FIG. 1 shows a perspective view of a specific example of a wall structure according to the present invention, FIG. 2 shows a partial cross-sectional view of the bag-shaped protective material portion of FIG. 1, and FIG. 3 shows a reinforcement according to the present invention. FIG. 4 shows a perspective view of another specific example of the bag-like protective material according to the present invention, and FIG. 5 shows a specific example of the locking member used in the present invention. , FIG. 6 shows a partial sectional view of another specific example of the reinforced earth structure according to the present invention, and FIG. 7 shows a perspective view of a conventional wall structure. DESCRIPTION OF SYMBOLS 10... Wall panel, 11... Back, 12... Bag-shaped protective material, 13... Space, 14... Side, 15... Top, 1
7... Hole, 18... Reinforcing material, 19... End of reinforcing material, 2
0... Nut, 21... Inner wall surface, 24... Ground, 25...
Embankment layer, 26...Reinforced earth structure.
Claims (1)
土された盛土層と、この盛土層内に布設され、末
端が前記壁面パネルに連結された補強材とから構
成される補強土構造物において、前記壁面パネル
の背面には頂部に孔の穿設された袋状保護材が固
着され、前記補強材はこの末端を前記孔に通して
前記袋状保護材の内壁面に係止部材で係止するこ
とにより壁面パネルに連結されてなる補強土構造
物の壁面構造。1. A reinforced earth structure consisting of a wall panel, an embankment layer embanked on the back side of this wall panel, and a reinforcing material laid within this embankment layer and connected at its end to the wall panel, the above-mentioned A bag-like protective material with a hole bored at the top is fixed to the back side of the wall panel, and the end of the reinforcing material is passed through the hole and is locked to the inner wall surface of the bag-like protective material by a locking member. A wall structure of a reinforced earth structure connected to a wall panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10392987A JPS63268815A (en) | 1987-04-27 | 1987-04-27 | Wall structure for reinforced soil structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP10392987A JPS63268815A (en) | 1987-04-27 | 1987-04-27 | Wall structure for reinforced soil structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63268815A JPS63268815A (en) | 1988-11-07 |
| JPH0378895B2 true JPH0378895B2 (en) | 1991-12-17 |
Family
ID=14367120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP10392987A Granted JPS63268815A (en) | 1987-04-27 | 1987-04-27 | Wall structure for reinforced soil structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63268815A (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6238144B1 (en) * | 1997-04-28 | 2001-05-29 | John W. Babcock | Retaining wall and fascia system |
| US6024516A (en) * | 1997-08-05 | 2000-02-15 | Taylor; Thomas P. | System for securing a face panel to an earthen formation |
| JP5041574B2 (en) * | 2006-01-13 | 2012-10-03 | テレ・アルメ・インターナショナル・エス・エー・エス | Earth structure |
-
1987
- 1987-04-27 JP JP10392987A patent/JPS63268815A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63268815A (en) | 1988-11-07 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| EXPY | Cancellation because of completion of term | ||
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 16 Free format text: PAYMENT UNTIL: 20071217 |