JPH0216217A - Prestress introduction in slope-stabilizing structure - Google Patents
Prestress introduction in slope-stabilizing structureInfo
- Publication number
- JPH0216217A JPH0216217A JP16662588A JP16662588A JPH0216217A JP H0216217 A JPH0216217 A JP H0216217A JP 16662588 A JP16662588 A JP 16662588A JP 16662588 A JP16662588 A JP 16662588A JP H0216217 A JPH0216217 A JP H0216217A
- Authority
- JP
- Japan
- Prior art keywords
- anchor
- anchors
- ground
- prestress
- force
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 238000000034 method Methods 0.000 claims abstract description 6
- 239000000463 material Substances 0.000 claims description 16
- 230000000087 stabilizing effect Effects 0.000 claims description 10
- 239000011435 rock Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
この発明は構造物をアンカーに固定してプレストレスト
力を導入し、構造物に与えたプレストレスによって地山
を押える斜面安定化構造物のプレストレス力導入方法に
関するものである。[Detailed Description of the Invention] [Industrial Application Field] This invention is a pre-slope stabilizing structure that fixes a structure to an anchor and introduces a prestress force, and presses down the ground by the prestress applied to the structure. This relates to a method of introducing stress force.
従来地山に打設したアンカーにコンクリート製の斜面安
定化構造物を固定して、このアンカーにプレス1−レス
力を導入する方法が広く採用されている。プレス1〜レ
スカによって地山を押え、地山の安定を図るものである
。Conventionally, a method has been widely adopted in which a concrete slope stabilizing structure is fixed to an anchor driven into the ground, and a press 1-res force is applied to the anchor. Press 1 to Reska press down the ground to stabilize the ground.
このような斜面安定化構造物においては、アンカーに大
きなプレストレス力を導入すると、構造物底部には引張
り力が作用する。この引張り力によって構造物が破損す
ることがある。In such a slope stabilizing structure, when a large prestress force is introduced to the anchor, a tensile force acts on the bottom of the structure. This tensile force can cause damage to the structure.
このような引張り力によって対抗させるために、構造物
の底部にアンカーと直交方向にPC鋼材を配し、このP
C鋼材にもプレストレス力を導入することが考えられが
、アンカーのプレス1〜レスカが作用する前にPCwJ
材にプレストレス力を与えると、逆に構造物の上部に引
張応力が作用して破損することがある。In order to counteract this tensile force, a PC steel material is placed at the bottom of the structure in a direction perpendicular to the anchor, and this P
It is possible to introduce prestress force to C steel material, but before the anchor press 1~reska acts, PCwJ
When a prestress force is applied to a material, tensile stress is applied to the upper part of the structure, which may cause damage.
従って構造物内にPC鋼材を配設する場合、構造物の中
間部より少し下に配して、上部若しくは底部に片寄った
力が作用しないようにしている。しかし、このPC鋼材
によって底部に所要のプレストレス力を与えるには、か
なり大きな引張力を与えねばならないという不経済な設
計が必要となる。Therefore, when a prestressing steel material is disposed within a structure, it is disposed slightly below the middle part of the structure to prevent biased forces from acting on the top or bottom. However, in order to provide the required prestressing force to the bottom with this PC steel material, a considerably large tensile force must be applied, which is an uneconomical design.
この発明は以上のような課題を解決するためになされた
もので、構造物を破損せず、効率良い施工が可能な斜面
安定化構造物のプレストレス力導入方法を提供すること
を目的とする。This invention was made to solve the above-mentioned problems, and its purpose is to provide a method for introducing prestress force into a slope stabilizing structure that can be constructed efficiently without damaging the structure. .
この発明にかかる斜面安定化構造物のプレストレス力導
入方法は、構造物内の底部近くにアンカーと直交する方
向にPC鋼材を配し、アンカーにプレストレス力を導入
することと、PC鋼材にプレストレス力を導入すること
を交互に繰り返して最終緊張するものである。The method of introducing prestress force into a slope stabilizing structure according to the present invention includes arranging a prestressing force near the bottom of the structure in a direction perpendicular to the anchor, and introducing a prestress force to the anchor. The final tension is achieved by alternately repeating the introduction of prestress force.
以下、図に示す一実施例に基づき、この発明の詳細な説
明する。Hereinafter, the present invention will be described in detail based on an embodiment shown in the drawings.
図において1はコンクリート製の斜面安定化構造物であ
って、上下に貫通するアンカー孔4を有する中心部2と
、この中心部2がら四方へ張出る張出し部3より十字状
に形成されている。In the figure, reference numeral 1 denotes a slope stabilizing structure made of concrete, which is formed into a cross shape by a center part 2 having an anchor hole 4 penetrating vertically, and an overhang part 3 extending from the center part 2 in all directions. .
各張出し部3は先端に行くに従って徐々に高さが低くな
っている。The height of each projecting portion 3 gradually decreases toward the tip.
実施例では中心部2と張り出し部3の下面に凹部2a、
3aが凹設されており、上面にこの凹部2a、3aへ抜
ける流入孔9が形成されている。In the embodiment, a recess 2a is provided on the lower surface of the center portion 2 and the overhang portion 3;
3a is recessed, and an inflow hole 9 is formed on the upper surface to pass into the recesses 2a, 3a.
直線状に位置する張出し部3,3内の底部近くには、P
C鋼材8,8が配されている。PC鋼材8はアンカー孔
4と直交する方向に配されている。PC鋼材8としては
PC鋼棒、PC鋼線、pc鋼より線等が使用できる。Near the bottom of the linearly located overhangs 3, 3, there is a P
C steel materials 8, 8 are arranged. The PC steel material 8 is arranged in a direction perpendicular to the anchor hole 4. As the PC steel material 8, a PC steel bar, a PC steel wire, a PC steel stranded wire, etc. can be used.
以上のような斜面安定化構造物lを地山上に!!置する
。A slope stabilizing structure like the one above is installed on the ground! ! place
まず地山にアンカー6を打設しておく、アンカー6とし
てはロックアンカー、ロックボルト等も使用できる。実
施例ではアンカー6としてグラウンドアンカーが使用さ
れている。すなわらシース10内に通した複数本のPC
鋼線11を削孔12内に挿入し、グラウト材13にて固
定したものである。First, an anchor 6 is driven into the ground. As the anchor 6, a rock anchor, a rock bolt, etc. can also be used. In the embodiment, a ground anchor is used as the anchor 6. In other words, multiple PCs passed through the sheath 10
A steel wire 11 is inserted into a drilled hole 12 and fixed with grout material 13.
このアンカー6の地上に突出した端部を中心部2のアン
カー孔4に通し、中心部2上の支圧板14に喫15等に
よって固定する。The end of the anchor 6 that protrudes above the ground is passed through the anchor hole 4 of the center part 2 and fixed to the bearing plate 14 on the center part 2 by a screw 15 or the like.
アンカー6に設計プレストレス力の5%程度与えて、そ
の後構造物1のpc鋼材8に設計上の力の50%まで与
える。その後アンカー6にも設計上の力の50%を与え
る。Approximately 5% of the design prestress force is applied to the anchor 6, and then up to 50% of the design force is applied to the PC steel material 8 of the structure 1. After that, 50% of the designed force is applied to the anchor 6 as well.
次にpc鋼材8に残りの50%の力を与え、アンカー6
にも残りの50%の力を与えて、最終100%のプレス
トレス力の導入を完了する。Next, apply the remaining 50% of the force to the PC steel material 8, and
Apply the remaining 50% of the force to the final 100% prestress force.
このように−度にプレストレス力を与えるのでなく、ア
ンカー6をPC鋼材8に交互に与えてやれば、構造物1
が破1道することがない。In this way, instead of applying prestress force at different times, if the anchors 6 are applied alternately to the PC steel material 8, the structure 1
It never fails.
その後流入孔9から構造物の凹部2a、3a内にモルタ
ル又はコンクリート16を流し込んでやればよい。Thereafter, mortar or concrete 16 may be poured into the recesses 2a, 3a of the structure through the inflow hole 9.
この発明は斜面にアンカー6によって固定する構造物1
ならば、上記した形状に限らず、様々なものが採用でき
る。This invention provides a structure 1 fixed to a slope by an anchor 6.
If so, various shapes can be adopted, not limited to the above-mentioned shapes.
■ アンカーと、構造物の底部に配したPC鋼材とに交
互にプレストレス力を与えてやれば、構造物に作用する
力のバランスが極端に異なることがなく、構造物が一方
の力によって破損するのを避けることができる。■ By applying prestress force alternately to the anchor and the PC steel material placed at the bottom of the structure, the balance of forces acting on the structure will not be extremely different, and the structure will not be damaged by one force. can be avoided.
@ PC鋼材を構造物の底部に配しても、大きな引張り
力が上部に作用するのを避けることができ、合理的な設
計のプレストレス力を与えることにより、従来の施工と
比較して非常に経済的な構造物を造ることができる。@ Even if the PC steel material is placed at the bottom of the structure, it is possible to avoid large tensile forces from acting on the top, and by providing a rationally designed prestress force, it is extremely effective compared to conventional construction. economical structures can be built.
【図面の簡単な説明】
第1図は斜面安定化構造物の断面図、第2図はその斜視
図、第3図は地山上に並べた状態の斜視図である。
■・・・・・・斜面安定化構造物、2・・・・・・中心
部、3・・・・・・張出し部、4・・・・・・アンカー
孔、6・・・・・・アンカ−
8・・・・・・PC鋼材。
第
図[BRIEF DESCRIPTION OF THE DRAWINGS] FIG. 1 is a sectional view of the slope stabilizing structure, FIG. 2 is a perspective view thereof, and FIG. 3 is a perspective view of the slope stabilizing structure arranged on the ground. ■...Slope stabilization structure, 2...Center, 3...Overhang, 4...Anchor hole, 6... Anchor 8...PC steel material. Diagram
Claims (1)
ストレス力を導入し、構造物に与えたプレストレス力に
よって地山を押える場合において、 構造物内の底部近くにアンカーと直交する方向にPC鋼
材を配し、アンカーにプレストレス力を導入することと
、PC鋼材にプレストレス力を導入ことを交互に繰り返
して最終緊張することを特徴とする斜面安定化構造物の
プレストレス力導入方法。(1) When a structure is fixed to an anchor cast into the ground and a prestress force is introduced, and the prestress force applied to the structure is used to press down the ground, a structure is placed near the bottom of the structure and perpendicular to the anchor. Prestressing of a slope stabilizing structure characterized by arranging prestressing steel materials in the direction of Force introduction method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16662588A JP2608109B2 (en) | 1988-07-04 | 1988-07-04 | Method of introducing prestress force to slope stabilizing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16662588A JP2608109B2 (en) | 1988-07-04 | 1988-07-04 | Method of introducing prestress force to slope stabilizing structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0216217A true JPH0216217A (en) | 1990-01-19 |
JP2608109B2 JP2608109B2 (en) | 1997-05-07 |
Family
ID=15834759
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16662588A Expired - Fee Related JP2608109B2 (en) | 1988-07-04 | 1988-07-04 | Method of introducing prestress force to slope stabilizing structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2608109B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06322780A (en) * | 1993-05-17 | 1994-11-22 | Sansho:Kk | Facing structure of various concrete surfaces for retaining wall or the like and construction method |
JPH06346455A (en) * | 1993-04-15 | 1994-12-20 | Raito Kogyo Co Ltd | Stabilizing work of slope and concrete block used for the work |
JP2008101461A (en) * | 2007-12-05 | 2008-05-01 | Kurosawa Construction Co Ltd | Slope face stabilizing pressure receiving plate |
-
1988
- 1988-07-04 JP JP16662588A patent/JP2608109B2/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06346455A (en) * | 1993-04-15 | 1994-12-20 | Raito Kogyo Co Ltd | Stabilizing work of slope and concrete block used for the work |
JPH06322780A (en) * | 1993-05-17 | 1994-11-22 | Sansho:Kk | Facing structure of various concrete surfaces for retaining wall or the like and construction method |
JP2008101461A (en) * | 2007-12-05 | 2008-05-01 | Kurosawa Construction Co Ltd | Slope face stabilizing pressure receiving plate |
JP4602393B2 (en) * | 2007-12-05 | 2010-12-22 | 黒沢建設株式会社 | Slope pressure plate |
Also Published As
Publication number | Publication date |
---|---|
JP2608109B2 (en) | 1997-05-07 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
LAPS | Cancellation because of no payment of annual fees |