JPH0688341A - Slope-face plate - Google Patents

Slope-face plate

Info

Publication number
JPH0688341A
JPH0688341A JP24195892A JP24195892A JPH0688341A JP H0688341 A JPH0688341 A JP H0688341A JP 24195892 A JP24195892 A JP 24195892A JP 24195892 A JP24195892 A JP 24195892A JP H0688341 A JPH0688341 A JP H0688341A
Authority
JP
Japan
Prior art keywords
slope
plate
reinforcing
members
face
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
Application number
JP24195892A
Other languages
Japanese (ja)
Other versions
JP2768166B2 (en
Inventor
Akira Yamamoto
山本  彰
Kunioki Hirama
邦興 平間
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=17082112&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPH0688341(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP24195892A priority Critical patent/JP2768166B2/en
Publication of JPH0688341A publication Critical patent/JPH0688341A/en
Application granted granted Critical
Publication of JP2768166B2 publication Critical patent/JP2768166B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PURPOSE:To improve a reinforcing effect by a steel bar by crosswise combining members, in which plate members in specified width are disposed in upright along the side faces of the plate members, unifying the members and constituting a slope-face plate. CONSTITUTION:Plate members 12 composed of a steel plate, etc., and having specified width are disposed in upright along the side faces of the plate members 12 while being crossed and arranged crosswise and being unified, and a boss section 14 having a reinforcing-bar inserting hole 15 at a center is mounted, thus forming a latticed slope-face plate 10. A slant face is drilled, and reinforcing bars are inserted into the drilled holes while a grout material is impregnated. The slope-face plate 10 is inserted to the exposed-side end section of the reinforcing bar projected from the slant face through the reinforcing-bar inserting hole 15, and a nut is screwed and the plate 10 is fixed onto the slant face.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、鋼棒を打込んで斜面
を補強する斜面補強工法において使用される法面プレー
トに関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope plate used in a slope reinforcing method for driving a steel rod to reinforce a slope.

【0002】[0002]

【従来の技術】斜面の緩みや崩壊を防止するための斜面
補強工法の一つとして鉄筋補強土工法が知られている。
この工法は、例えば図3(a)及び(b)に示すよう
に、斜面を形成する地山Eを削孔し、その中に鋼棒すな
わち鉄筋2を挿入するとともに、グラウト材1を注入し
て鉄筋2の周囲を固め、さらに斜面から突出する鉄筋2
の露出側端部には一辺が10〜15cm程度の大きさの法
面プレート3を挿通し、ナット4をねじ込むことにより
これを斜面に定着固定する。また、斜面を覆って吹き付
けコンクリート6を補強するためのラス鋼5が張設さ
れ、このラス鋼5は前記法面プレート3によって斜面に
定着されている。
2. Description of the Related Art A reinforcing bar-reinforced earthwork method is known as one of slope reinforcement methods for preventing loosening and collapse of slopes.
In this method, as shown in FIGS. 3 (a) and 3 (b), for example, a ground E forming a slope is drilled, a steel rod, that is, a reinforcing bar 2 is inserted therein, and a grout material 1 is injected. Reinforcing bar 2 that hardens the periphery of rebar 2 and projects from the slope
A slope plate 3 having a side of about 10 to 15 cm is inserted through the exposed end of the above, and a nut 4 is screwed in to fix and fix the slope plate on the slope. Further, a lath steel 5 for covering the slope and reinforcing the sprayed concrete 6 is stretched, and the lath steel 5 is fixed to the slope by the slope plate 3.

【0003】そして、この工法によれば、鉄筋2がもつ
引張力,せん断力などで地山Eの弱点を補うことによ
り、地盤と鉄筋2がもつそれぞれの特性を相互的に有効
活用させさせ地山Eを強化することができる。また、こ
の工法では、法面プレート3の定着面積が大きいほど鉄
筋2による補強効果は大きく、したがって鉄筋2による
補強効果をより大きくするには法面プレート3の定着面
積をさらに大きくすることが望まれる。
According to this method, the weakness of the ground E is compensated by the tensile force and the shearing force of the reinforcing bar 2 so that the respective characteristics of the ground and the reinforcing bar 2 can be effectively utilized mutually. Mountain E can be strengthened. Further, in this construction method, the larger the fixing area of the slope plate 3, the greater the reinforcing effect of the reinforcing bar 2. Therefore, in order to increase the reinforcing effect of the reinforcing bar 2, it is desirable to further increase the fixing area of the slope plate 3. Be done.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、法面プ
レート3の面積を大きくすると、これに加わる土圧が増
加するため、かかる土圧の増加に対抗すべく法面プレー
ト3の剛性を高める必要を生じる。そして、法面プレー
ト3の剛性を高めにはこれの厚さを大きくする必要があ
るが、厚さを増すと法面プレート3の重量が増大し、し
たがって、斜面における作業性が悪くなるという課題が
生じる。
However, when the area of the slope plate 3 is increased, the earth pressure applied to the slope surface plate 3 is increased. Therefore, it is necessary to increase the rigidity of the slope surface plate 3 to counteract the increase in the earth pressure. Occurs. Then, in order to increase the rigidity of the slope plate 3, it is necessary to increase the thickness thereof, but if the thickness is increased, the weight of the slope plate 3 increases, and therefore the workability on the slope becomes worse. Occurs.

【0005】そこで、この発明は上記課題を解消するた
めになされたものであり、その目的は、法面プレートの
重量をできるだけ増加させることなく定着面積を大きく
しかつ剛性を高めることにより、鋼棒による補強効果が
十分に得られるとともに、容易に取付け作業を行なうこ
とのできる法面プレートを提供することにある。
Therefore, the present invention has been made to solve the above problems, and its object is to increase the fixing area and the rigidity of the steel rod without increasing the weight of the slope plate as much as possible. (EN) Provided is a slope face plate which can sufficiently provide a reinforcing effect and which can be easily attached.

【0006】[0006]

【課題を解決するための手段】この発明は上記目的を鑑
みてなされたものであり、その要旨は、自然地山,切土
などの斜面に打込んだ鋼棒により斜面の土圧を支持する
斜面補強工法において使用する、斜面を押えつけるため
の法面プレートにおいて、該法面プレートが、所定幅の
板部材をその側面に沿って立設したものを縦横に組み合
わせて格子状に一体化することにより構成されることを
特徴とする法面プレートにある。
The present invention has been made in view of the above object, and the gist thereof is to support the earth pressure of a slope by a steel rod driven into the slope such as a natural ground or cut soil. A slope plate for pressing down a slope, which is used in a slope reinforcement method, wherein the slope plate is a plate member having a predetermined width set upright along the side surface of the slope plate, which is vertically and horizontally combined to form a lattice. The slope plate is characterized by being configured by

【0007】ここで、前記板部材を縦横に組み合わせる
とは、例えば複数の板部材を交差配置して一体化するこ
とにより製作することの他、鋳型等を用いて格子状に一
体形成してもよい。
Here, the combination of the plate members in the vertical and horizontal directions means, for example, that a plurality of plate members are cross-arranged and integrated to manufacture them, or they are integrally formed in a lattice shape using a mold or the like. Good.

【0008】[0008]

【作用】上記法面プレートによれば、板部材をその側面
に沿って立設したものを縦横に組み合わせ一体化して構
成されるので、斜面への定着面積を大きくとりかつその
剛性を増加するために厚みを増しても、格子状に配設さ
れた板部材の間は多数の開口が形成されているので重量
の増加は少ない。したがって斜面における取り付け作業
を容易にするとともに、広い面積で斜面に定着固定され
て鋼棒による補強効果を十分に発揮させることができ
る。
According to the above slope plate, the plate members which are erected along the side surface are vertically and horizontally combined and integrated, so that the fixing area on the slope is increased and the rigidity thereof is increased. Even if the thickness is increased, a large number of openings are formed between the plate members arranged in a grid shape, so that the increase in weight is small. Therefore, the mounting work on the slope can be facilitated, and the steel rod can be fixed and fixed to the slope over a wide area to sufficiently exert the reinforcing effect by the steel rod.

【0009】[0009]

【実施例】以下、本発明の一実施例を図面を用いて詳細
に説明する。図1(a),(b)はこの発明にかかる格
子状の法面プレート10を用いた鉄筋補強土工法を示す
ものである。なお、図において、従来のものと同一の箇
所には同一の符号を付し、異なる部分にのみ異なる符号
を用いて説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to the drawings. 1 (a) and 1 (b) show a reinforcing bar-reinforced earthwork method using a lattice-shaped slope plate 10 according to the present invention. In the drawings, the same parts as those of the conventional one are designated by the same reference numerals, and different parts are designated by different reference numerals.

【0010】図における鉄筋補強土工法は、従来のもの
とほぼ同様に、斜面を削孔し、その中に鋼棒すなわち鉄
筋2を挿入するとともに、グラウト材1を注入して鉄筋
2の周囲を固め、さらに斜面から突出する鉄筋2の露出
側端部には一辺が10〜100cm程度厚さが7〜10cm
程度の大きさの格子状の法面プレート10を挿通し、ナ
ット4をねじ込むことによりこれを斜面に定着固定す
る。また、斜面を覆って吹き付けコンクリート6を補強
するためのラス鋼5が張設され、このラス鋼5は前記法
面プレート10によって斜面に定着されている。
In the reinforcing bar reinforced earth work method shown in the figure, a slope is drilled, a steel rod, that is, a reinforcing bar 2 is inserted therein, and a grout material 1 is injected to surround the reinforcing bar 2 in the same manner as the conventional method. The side of the exposed side of the reinforcing bar 2 that is hardened and further protrudes from the slope has a side of 10 to 100 cm and a thickness of 7 to 10 cm.
A lattice-shaped slope plate 10 of a certain size is inserted, and the nut 4 is screwed in to fix and fix it on the slope. Further, a lath steel 5 for covering the slope and reinforcing the sprayed concrete 6 is stretched, and the lath steel 5 is fixed to the slope by the slope plate 10.

【0011】そして、この発明にかかる格子状の法面プ
レート10は、図2に拡大して示すように、例えば鋼板
等からなる所定幅の板部材12をこれの側面に沿って立
設するとともに、縦横に交差配置して一体化することに
より構成され、従来の法面プレートに比べて大きな定着
面積を有するとともに、前記板部材12の幅に対応する
所定の厚さを備え、これによって支持すべき土圧に抵抗
するための十分な剛性を有している。また一方で、法面
プレート10の内部は板部材12によって仕切られる空
間、すなわち多数の開口からなるので、大きな定着面積
及び剛性を有するにもかかわらずその重量は軽量で、し
たがって斜面における定着設置作業を容易に行なうこと
ができる。また、法面プレート10の中央に位置する開
口にはボス部14が形成され、さらにこのボス部14に
は中央を貫通して、前記鉄筋2の露出側端部に挿通され
る鉄筋挿通孔15が孔設されている。
In the lattice-shaped slope plate 10 according to the present invention, as shown in an enlarged view in FIG. 2, a plate member 12 made of, for example, a steel plate and having a predetermined width is erected along the side surface thereof. It is constructed by vertically and horizontally crossing and integrating, has a larger fixing area than the conventional slope plate, and has a predetermined thickness corresponding to the width of the plate member 12, thereby supporting the plate member 12. It has sufficient rigidity to resist earth pressure. On the other hand, since the inside of the slope plate 10 is composed of a space partitioned by the plate member 12, that is, a large number of openings, the weight thereof is lightweight despite having a large fixing area and rigidity, and therefore the fixing installation work on the slope is performed. Can be done easily. Further, a boss portion 14 is formed in an opening located at the center of the slope plate 10, and further, a reinforcing bar insertion hole 15 penetrating the center of the boss part 14 to be inserted into the exposed end of the reinforcing bar 2. Has been pierced.

【0012】そして、以上の構成を有する格子状の法面
プレート10を用いた鉄筋補強土工法では、法面プレー
ト10が斜面に定着する面積が大きいので、鉄筋による
斜面の補強効果を十分に発揮させることができるとも
に、十分な剛性を有するので土圧による変形を生じな
い。
Further, in the reinforcing bar reinforced earth method using the lattice-shaped slope plate 10 having the above structure, since the slope plate 10 has a large area to be fixed on the slope, the reinforcing effect of the slope by the reinforcing bar is sufficiently exerted. In addition, it has sufficient rigidity and does not deform due to earth pressure.

【0013】また、かかる格子状の法面プレート10を
含む法面に吹き付けコンクリート6を吹き付ければ、格
子の隙間にコンクリート6が充填されて機能的,美観的
に優れた法面を形成することができる。
When the concrete 6 is sprayed onto the slope including the grid-like slope plate 10, the gap between the lattices is filled with the concrete 6 to form a slope excellent in function and aesthetics. You can

【0014】[0014]

【発明の効果】以上詳細に説明したように、この発明に
かかる法面プレートによれば、重量の増加を押さえつつ
斜面への定着面積及び剛性を増すことができるので、鋼
棒による斜面の補強効果を容易に高めることができる。
すなわち、法面変形の抑制や掘削に伴う地盤の緩みの防
止を効率良く行なうことができるとともに、鋼棒の配設
ピッチを大きくしたり、鋼棒の長さを短くすることによ
り経済的に斜面の補強を行なうことができる。
As described above in detail, according to the slope plate according to the present invention, it is possible to increase the fixing area to the slope and the rigidity while suppressing the increase in weight, so that the slope is reinforced by the steel rod. The effect can be easily enhanced.
That is, the slope deformation can be suppressed and the loosening of the ground due to excavation can be efficiently performed, and the pitch of the steel rods can be increased or the length of the steel rods can be shortened to economically increase the slope. Can be reinforced.

【図面の簡単な説明】[Brief description of drawings]

【図1】(a)はこの発明にかかる法面プレートを用い
た鉄筋補強土工法の平面説明図である。(b)は同断面
説明図である。
FIG. 1 (a) is a plan view of a reinforcing bar reinforced earthwork method using a slope plate according to the present invention. (B) is an explanatory view of the same section.

【図2】この発明にかかる法面プレートの斜視図であ
る。
FIG. 2 is a perspective view of a slope plate according to the present invention.

【図3】(a)は従来の鉄筋補強土工法の平面説明図で
ある。(b)は同断面説明図である。
FIG. 3A is a plan view of a conventional reinforcing bar reinforced earthwork method. (B) is an explanatory view of the same section.

【符号の説明】[Explanation of symbols]

2 鉄筋 4 ナット 5 ラス鋼 6 吹き付けコンクリート 10 法面プレート 12 板部材 14 ボス部 15 鉄筋挿通孔 2 Reinforcing bar 4 Nut 5 Lath steel 6 Sprayed concrete 10 Slope plate 12 Plate member 14 Boss part 15 Rebar insertion hole

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 自然地山,切土などの斜面に打込んだ鋼
棒により斜面の土圧を支持する斜面補強工法において使
用する、斜面を押えつけるための法面プレートにおい
て、該法面プレートが、所定幅の板部材をその側面に沿
って立設したものを縦横に組み合わせて格子状に一体化
することにより構成されることを特徴とする法面プレー
ト。
1. A slope plate for pressing down a slope, which is used in a slope reinforcement method for supporting earth pressure of a slope by a steel rod driven into a slope such as natural ground or cut soil, said slope plate. However, the slope plate is characterized by being constituted by vertically and horizontally combining plate members having a predetermined width provided along the side surfaces thereof and integrating them in a lattice shape.
JP24195892A 1992-09-10 1992-09-10 Slope plate Expired - Lifetime JP2768166B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP24195892A JP2768166B2 (en) 1992-09-10 1992-09-10 Slope plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP24195892A JP2768166B2 (en) 1992-09-10 1992-09-10 Slope plate

Publications (2)

Publication Number Publication Date
JPH0688341A true JPH0688341A (en) 1994-03-29
JP2768166B2 JP2768166B2 (en) 1998-06-25

Family

ID=17082112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP24195892A Expired - Lifetime JP2768166B2 (en) 1992-09-10 1992-09-10 Slope plate

Country Status (1)

Country Link
JP (1) JP2768166B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003090044A (en) * 2001-09-14 2003-03-28 Daikure Co Ltd Greening panel
JP2016094783A (en) * 2014-11-17 2016-05-26 公益財団法人鉄道総合技術研究所 Method and structure for reinforcing natural ground

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003090044A (en) * 2001-09-14 2003-03-28 Daikure Co Ltd Greening panel
JP2016094783A (en) * 2014-11-17 2016-05-26 公益財団法人鉄道総合技術研究所 Method and structure for reinforcing natural ground

Also Published As

Publication number Publication date
JP2768166B2 (en) 1998-06-25

Similar Documents

Publication Publication Date Title
JPH07217226A (en) Reinforcing method for reinforced concrete floor slab
JP3690437B2 (en) Seismic reinforcement structure for existing buildings
JPH0960498A (en) Structure and execution method for timbering wall
JPH0688341A (en) Slope-face plate
KR200434425Y1 (en) An assembly matrix
JP2000120081A (en) Slope footing structure
JP3138129B2 (en) Reverse beam construction method and driving beam side formwork
JP3633813B2 (en) Seismic retrofit method for existing structures
JP4048516B2 (en) Spraying method frame construction method, spraying method frame, and bearing member
JPH0124200Y2 (en)
JP5024696B2 (en) Seismic reinforcement structure for existing buildings
KR100380907B1 (en) Precast concrete segment for arch type culvert and construction method using this segment
JPH03161615A (en) Execution method of slope frame
JPH04261915A (en) Slope frame constructing block and method for constructing slope frame thereof
JP3068749B2 (en) Construction method of cage frame for reinforcing soil structure and reinforcing soil structure
JP4036411B2 (en) Spray frame
JP4111992B1 (en) Foundation unit and foundation
JP2780645B2 (en) Reinforcement structure of beam main reinforcement at the joint of SRC external column and beam
JP3963818B2 (en) Construction method
KR20230154116A (en) Holloness type precast concrete column using unit member
JPH0960492A (en) Structure and execution method for timbering wall
JP2002266354A (en) Method for constructing foundation in housing structure, and unit foundation apparatus for use in the method
JPH0517947A (en) Reinforced soil structure
JP2003003491A (en) Box-type foundation structure and method for constructing the same
JP2003253683A (en) Planting base structural body and its construction method

Legal Events

Date Code Title Description
FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 10

Free format text: PAYMENT UNTIL: 20080410

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090410

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100410

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100410

Year of fee payment: 12

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110410

Year of fee payment: 13

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 13

Free format text: PAYMENT UNTIL: 20110410

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120410

Year of fee payment: 14

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130410

Year of fee payment: 15

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130410

Year of fee payment: 15