JPH0455090Y2 - - Google Patents

Info

Publication number
JPH0455090Y2
JPH0455090Y2 JP2651388U JP2651388U JPH0455090Y2 JP H0455090 Y2 JPH0455090 Y2 JP H0455090Y2 JP 2651388 U JP2651388 U JP 2651388U JP 2651388 U JP2651388 U JP 2651388U JP H0455090 Y2 JPH0455090 Y2 JP H0455090Y2
Authority
JP
Japan
Prior art keywords
formwork
frame
side plates
front plate
shaped
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
JP2651388U
Other languages
Japanese (ja)
Other versions
JPH01138938U (en
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 filed Critical
Priority to JP2651388U priority Critical patent/JPH0455090Y2/ja
Publication of JPH01138938U publication Critical patent/JPH01138938U/ja
Application granted granted Critical
Publication of JPH0455090Y2 publication Critical patent/JPH0455090Y2/ja
Expired legal-status Critical Current

Links

Landscapes

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

Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、地山や法面の崩壊防止と安定を図る
ための法枠の施設にあたり、法枠に植生用のテラ
スポケツトを施工するための型枠装置に関するも
のである。
[Detailed explanation of the invention] (Industrial application field) This invention is a method of constructing terrace pockets for vegetation in the slopes, which is a facility for slopes to prevent and stabilize the collapse of mountains and slopes. This invention relates to a formwork device.

(従来の技術) 従来、急傾斜な地山や土木工事によつて形成さ
れた法面の崩壊防止や安定を図るために、地山法
面に法枠を施設することが行われている。また、
法面等への植生、緑化を図るために、法枠内に客
土を入れて種子吹付け等を行なう各種の緑化工法
も実施されている。
(Prior Art) Conventionally, in order to prevent collapse and stabilize slopes formed by steeply sloping ground or civil engineering work, a slope has been constructed on a slope of a ground. Also,
In order to plant vegetation and green the slopes, various greening methods are being implemented, such as adding soil to the slopes and spraying seeds on them.

(考案が解決しようとする課題) しかし、地山や法面が急傾斜であつたり、硬質
な地盤のところでは、客土の定着が困難なため、
植生層を永続的に繊維できないという問題が生じ
ている。そのため、急傾斜や硬質地盤のところで
は、法枠の施設だけで植生工を施すことは殆んど
行われていないという状態である。
(Problem that the invention aims to solve) However, in places where the ground or slope is steep or hard, it is difficult for the soil to settle.
A problem arises in that the vegetation layer cannot be permanently fibrous. For this reason, on steep slopes or on hard ground, vegetation work is almost never done using only legal framework facilities.

本考案は、このような、従来植生、緑化の困難
な地山や法面において、法枠の施設に関連して、
永続的な植生に好適なテラスポケツトを、簡易か
つ強固に施工することのできる型枠装置を提供し
ようとするもので、そのテラスポケツトの施設に
より、客土の定着性がよく、永続した植生層の形
成を図ろうとするものである。
This invention is related to the facilities of the legal framework on the ground and slopes where conventional vegetation and greening are difficult.
The purpose of this project is to provide a formwork device that can easily and firmly construct terrace pockets suitable for permanent vegetation.The terrace pocket facilities allow soil to settle well and create a permanent vegetation layer. The aim is to create a

(課題を解決するための手段) 次に、本考案の構成について、実施例に対応す
る第1〜7図を参照して説明すると、本考案は、 長方形の正面板Cの両側に三角形状の側板d,
dを折曲自在に連設したコ字形の外型枠5と、長
方形の正面板aの両側に逆梯形状の側板b,bを
折曲自在に連設したコ字形の内型枠4とを形成
し、外型枠5と内型枠4とを、法枠構造物Aの横
方向枠部材1上に、互に正面板a,cを対立させ
ると共に、外型枠5の側板d,dを法枠構造物A
の縦方向枠部材2,2上に載置し、内型枠4の側
板b,bを法面上に対立して設置し、それら外型
枠5と内型枠4とを互に結合したことを特徴とす
るものである。
(Means for Solving the Problems) Next, the configuration of the present invention will be explained with reference to FIGS. 1 to 7 corresponding to the embodiments. side plate d,
A U-shaped outer formwork 5 in which d are arranged in a bendable manner, and a U-shaped inner formwork 4 in which reverse ladder-shaped side plates b, b are arranged in a bendable manner on both sides of a rectangular front plate a. The outer formwork 5 and the inner formwork 4 are placed on the horizontal frame member 1 of the legal frame structure A, with the front plates a and c facing each other, and the side plates d and d of the outer formwork 5. d is the legal framework structure A
The outer formwork 5 and the inner formwork 4 were placed on the vertical frame members 2, 2, and the side plates b, b of the inner formwork 4 were placed opposite each other on the slope, and the outer formwork 5 and the inner formwork 4 were connected to each other. It is characterized by this.

(実施例) 以下、本考案の実施例について、図面を参照し
て説明する。
(Example) Hereinafter, an example of the present invention will be described with reference to the drawings.

図においてAはコンクリートによる法枠構造物
で、断面ほぼ方形状とした横方向枠部材1と縦方
向枠部材2との多数を格子状に配列した形で施設
されており、それによつて各枠部材1,1,2,
2とに囲まれた多数の凹んだ枠状部3,3が形成
されている。そして、枠状部3のうち、植生をし
ようとするところに、植生のためのテラスポケツ
トBを施設するのである。
In the figure, A is a concrete legal frame structure, which is constructed by arranging a large number of horizontal frame members 1 and vertical frame members 2, each of which has a substantially rectangular cross section, in a grid pattern. Member 1, 1, 2,
A large number of recessed frame-shaped parts 3, 3 surrounded by 2 are formed. Then, in the frame portion 3, a terrace pocket B for vegetation is installed in a place where vegetation is intended.

テラスポケツトBを施工するための装置の型枠
は、第4図に示すような内型枠4と外型枠5とが
適用される。
As the formwork of the apparatus for constructing the terrace pocket B, an inner formwork 4 and an outer formwork 5 as shown in FIG. 4 are applied.

内型枠4は、第6図にも示すように、長方形の
前面板aとその両側端に折曲自在6,6とした逆
梯形状の側板b,bを連設しており、前面板aの
下縁と側板b,bの下縁と側端縁とには、それぞ
れ型枠を固定するための裾片7,7が折曲自在
6,6として設けられている。また、内型枠4の
所要個所には、セパレータ9,9(第4図、第5
図参照)の挿通用貫孔8,8が設けられている。
外型枠5は、第7図にも示すように、長方形の前
面板Cとその両側端に折曲自在6,6とした三角
形状の側板d,dを連設しており、前面板Cの下
縁と側板d,dの側端縁とには、それぞれ型枠を
固定するための裾片7,7が折曲自在6,6とし
て設けられていると共に、内型枠4の貫孔8,8
と対向する位置には同様の貫孔8,8が設けられ
ている。そして、それら両型枠4,5は、第4
図、第5図に示すように、それぞれコ字形に折曲
げられると共に、裾片7,7もそれぞれ所要の方
向に折曲げられて使用される。
As shown in FIG. 6, the inner formwork 4 has a rectangular front plate a and inverted ladder-shaped side plates b, which are bendable 6, 6, connected to each side of the rectangular front plate a. Foldable hem pieces 7, 7 for fixing the formwork are provided at the lower edge of a and the side plates b, respectively. In addition, separators 9, 9 (Fig. 4, 5
(see figure) are provided with through holes 8, 8 for insertion.
As shown in FIG. 7, the outer formwork 5 has a rectangular front plate C and triangular side plates d, d, which are bendable at both ends, and are connected to each other. Bendable hem pieces 7, 7 for fixing the formwork are provided on the lower edge of the inner formwork 4 and the side edges of the side plates d, d, respectively, and through-holes in the inner formwork 4 are provided. 8,8
Similar through-holes 8, 8 are provided at positions facing each other. And those both formworks 4, 5 are the fourth
As shown in FIG. 5, each is bent into a U-shape, and the hem pieces 7, 7 are also used by being bent in a desired direction.

型枠の設置に先だつては、テラスポケツトBの
鉄筋組みがなされる。そのうち、テラスポケツト
Bの前壁部分10(第8,9図参照)の縦筋13
については、法枠構造物Aの施工にあたつて、横
方向枠部材1に支持させ立設しておく。また、縦
方向枠部材2中にも、テラスポケツトBの側壁部
分11(第8,9図参照)の鉄筋を結合するため
の取付筋12,12(第2図参照)を突設させ
る。そして、縦方向枠部材2,2の対向する内側
に側壁部分11,11の縦筋15,15を立設
し、それら縦筋13,13,15,15を横筋1
4により結合すると共に、その横筋14または縦
筋15を取付筋12に結合する。
Prior to installing the formwork, reinforcing bars for terrace pocket B will be constructed. Of these, the vertical stripes 13 on the front wall portion 10 of terrace pocket B (see Figures 8 and 9)
When constructing the legal frame structure A, it is supported by the horizontal frame member 1 and erected. Further, attachment bars 12, 12 (see FIG. 2) for connecting reinforcing bars of the side wall portion 11 (see FIGS. 8 and 9) of the terrace pocket B are provided protrudingly provided in the vertical frame member 2 as well. Then, the vertical bars 15, 15 of the side wall portions 11, 11 are erected on the opposing inner sides of the vertical frame members 2, 2, and the vertical bars 13, 13, 15, 15 are replaced by the horizontal bars 1.
4, and its horizontal reinforcement 14 or vertical reinforcement 15 is connected to the attachment reinforcement 12.

型枠は前記の鉄筋組みを挟んで設置される。即
ち、外型枠5は、その前面板aを横方向枠部材1
の頂稜20近くに載置させると共に、その側面板
b,bを縦方向枠部材2,2の対向する端部上に
載置させ、それらの裾片7,7をそれぞれ両枠部
材1,2上に添接し、ボルト等の止具16,16
によつて固定する。内型枠4は、その前面板Cを
横方向枠部材1の内面上に載置させると共に、そ
の側面板d,dを縦筋15,15の対向内側の法
面上に載置させ、それらの裾片7,7をそれぞれ
横方向枠部材1または法面上に添接してボルト等
の止具16,16によつて固定する。それによつ
て、内型枠4と外型枠5とは、鉄筋組みを挟み所
要の間隔をおいて対立することになる。そして、
両型枠4,5間にセパレータ9,9を配し、端太
材17,17とクサビ杆18,18を用いて型枠
4,5を相互に結合するのである。
The formwork is installed sandwiching the above-mentioned reinforcing bars. That is, the outer formwork 5 has its front plate a connected to the horizontal frame member 1.
The side plates b, b are placed on the opposite ends of the vertical frame members 2, 2, and the skirt pieces 7, 7 are placed near the top edge 20 of the frame members 1, 2, respectively. 2, fasteners 16, 16 such as bolts
Fix by. The inner formwork 4 has its front plate C placed on the inner surface of the horizontal frame member 1, and its side plates d, d placed on the slopes on the opposing inner sides of the vertical strips 15, 15. The hem pieces 7, 7 are attached to the horizontal frame member 1 or the slope, respectively, and fixed with fasteners 16, 16 such as bolts. As a result, the inner formwork 4 and the outer formwork 5 are opposed to each other with a required spacing between them, with the reinforcing steel set in between. and,
Separators 9, 9 are arranged between both formworks 4, 5, and the formworks 4, 5 are connected to each other using thick pieces 17, 17 and wedge rods 18, 18.

型枠結合後は、両型枠4,5間にコンクリート
を打設する。コンクリートの硬化後は、クサビ杆
18,18を引き抜き、セパレータ9,9と型枠
4,5との結合を解くと共に、止具16,16を
取除けば、型枠4,5が撤去できることになる。
そして、横方向枠部材1と縦方向枠部材2,2と
に一体結合された、前壁部分10,10と側壁部
分11,11とによつて囲まれた形のテラスポケ
ツトBの施工ができることになるのである。
After the formwork is joined, concrete is poured between both formworks 4 and 5. After the concrete has hardened, the formworks 4, 5 can be removed by pulling out the wedge rods 18, 18, uncoupling the separators 9, 9 and the formworks 4, 5, and removing the stoppers 16, 16. Become.
Further, it is possible to construct a terrace pocket B which is integrally connected to the horizontal frame member 1 and the vertical frame members 2, 2 and is surrounded by the front wall portions 10, 10 and the side wall portions 11, 11. It becomes.

テラスポケツトBは、例えば第8図に示すよう
に、所要の枠部分3,3に適宜施設できる。ま
た、全部の枠部分3,3に施設することも可能で
ある。テラスポケツトB内には、第9図に示すよ
うに、テラスポケツトB内に被着されているモル
タル層5を除いて客土21及び肥料等を充填し、
適宜植生を施すのである。
The terrace pockets B can be provided in the required frame portions 3, 3, as shown in FIG. 8, for example. Moreover, it is also possible to provide facilities in all the frame parts 3,3. As shown in FIG. 9, the terrace pocket B is filled with soil 21, fertilizer, etc., except for the mortar layer 5 covered in the terrace pocket B.
Plant vegetation as appropriate.

(考案の効果) 以上説明したように、本考案の型枠装置は、長
方形の正面板の両側に三角形状の側板を折曲自在
に連設したコ字形の外形枠と、長方形の正面板の
両側に逆梯形状の側板を折曲自在に連設したコ字
形の内型枠とを形成し、外型枠と内型枠とを、法
枠構造物の横方向枠部材上に、互に正面板を対立
させると共に、外型枠の側板を法枠構造物の縦方
向枠部材上に載置し、内型枠の側板を法面上に対
立して設置し、それら外型枠と内型枠とを互に結
合した構成としたので、次のような優れた効果を
奏するものである。
(Effects of the invention) As explained above, the formwork device of the invention has a U-shaped outer frame in which triangular side plates are bendably connected on both sides of a rectangular front plate, and a rectangular front plate. A U-shaped inner formwork is formed by bendably connecting inverted ladder-shaped side plates on both sides, and the outer formwork and the inner formwork are mutually mounted on the horizontal frame members of the legal frame structure. At the same time as facing the front plates, the side plates of the outer formwork are placed on the vertical frame members of the slope structure, the side plates of the inner formwork are placed oppositely on the slope, and the outer formwork and the inner formwork are placed oppositely. Since the structure is such that the molds and the formwork are connected to each other, the following excellent effects can be achieved.

(1) 型枠としては、長方形の正面板の両側に三角
形状の側板を連設してコ字形に折曲自在とした
外型枠と、長方形の正面板の両側に逆梯形状の
側板を連設してコ字形に折曲自在とした内型枠
とを使用するので、それぞれ、横方向、縦方向
の枠部材や法面上に載置、固定するだけで、型
枠の立設が簡易、確実にかつ精度よく行うこと
ができ、現場合せ等の繁雑な手間を省くことが
でき、施工が能率よくできる。
(1) The formwork consists of an outer formwork with triangular side plates on both sides of a rectangular front plate that can be bent freely into a U-shape, and an inverted ladder-shaped side plate on both sides of the rectangular front plate. Since the inner formwork is installed in series and can be bent into a U-shape, the formwork can be erected by simply placing and fixing them on the horizontal and vertical frame members or on the slope. It can be performed easily, reliably, and with high precision, and the complicated labor such as fitting can be omitted at present, making the construction more efficient.

(2) 型枠は、外型枠、内型枠とも折曲自在である
から、平板状とした状態で運搬して、現場で折
曲して使用でき、運搬の手間と経費が大巾に軽
減できる。
(2) Since both the outer and inner formwork are bendable, the formwork can be transported in a flat form and then bent and used on site, greatly reducing the labor and cost of transport. It can be reduced.

(3) 外型枠、内型枠ともコ字形に一連形成のもの
であるから、型枠の組付け強度が高く、したが
つて、型枠に安価な軽量材を使用することがで
きると共に、セパレータ及びバタ材等の補強支
持材の使用量も節減できる。
(3) Since both the outer formwork and the inner formwork are formed in a series in a U-shape, the assembly strength of the formwork is high, and therefore, inexpensive lightweight materials can be used for the formwork, and The amount of reinforcing support materials such as separators and butter materials can also be reduced.

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

第1図は本考案装置の一実施例を示す側断面
図、第2図は同平面図、第3図は同正面図、第4
図は同内型枠の斜視図、第5図は同外型枠の斜視
図、第6図は内型枠の展開図、第7図は外型枠の
展開図、第8図は本考案装置によりテラスポケツ
トを施工した法枠構造物の斜視図、第9図は同要
部の側断面図である。 A……法枠構造物、B……テラスポケツト、1
……横方向枠部材、2……縦方向枠部材、4……
内型枠、5……外型枠、a,c……正面板、b,
d……側板、13,15……縦筋、14……横
筋、17……バタ材、18……クサビ杆。
Fig. 1 is a side sectional view showing one embodiment of the device of the present invention, Fig. 2 is a plan view of the same, Fig. 3 is a front view of the same, and Fig. 4
The figure is a perspective view of the inner formwork, Fig. 5 is a perspective view of the outer formwork, Fig. 6 is a developed view of the inner formwork, Fig. 7 is a developed view of the outer formwork, and Fig. 8 is a developed view of the invention. FIG. 9 is a perspective view of a legal framework structure in which terrace pockets have been constructed using the device, and FIG. 9 is a side sectional view of the main part thereof. A... Law frame structure, B... Terrace pocket, 1
...Horizontal frame member, 2...Vertical frame member, 4...
Inner formwork, 5... Outer formwork, a, c... Front plate, b,
d... Side plate, 13, 15... Vertical stripe, 14... Horizontal stripe, 17... Bata wood, 18... Wedge rod.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 長方形の正面板の両側に三角形状の側板を折曲
自在に連設したコ字形の外形枠と、長方形の正面
板の両側に逆梯形状の側板を折曲自在に連設した
コ字形の内型枠とを形成し、外型枠と内型枠と
を、法枠構造物の横方向枠部材上に、互に正面板
を対立させると共に、外型枠の側板を法枠構造物
の縦方向枠部材上に載置し、内型枠の側板を法面
上に対立して設置し、それら外型枠と内型枠とを
互に結合したことを特徴とする、法枠の植生用テ
ラスポケツト施工用型枠装置。
It has a U-shaped outer frame with triangular side plates attached on both sides of a rectangular front plate, and a U-shaped inner frame with inverted ladder-shaped side plates attached on both sides of the rectangular front plate. The outer formwork and the inner formwork are placed on the horizontal frame members of the legal frame structure, with the front plates facing each other, and the side plates of the outer formwork are placed on the vertical frame members of the legal frame structure. A method for vegetating a slope frame, which is placed on a directional frame member, the side plates of the inner frame are installed opposite each other on the slope surface, and the outer frame and the inner frame are connected to each other. Formwork equipment for constructing terrace pockets.
JP2651388U 1988-02-29 1988-02-29 Expired JPH0455090Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2651388U JPH0455090Y2 (en) 1988-02-29 1988-02-29

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2651388U JPH0455090Y2 (en) 1988-02-29 1988-02-29

Publications (2)

Publication Number Publication Date
JPH01138938U JPH01138938U (en) 1989-09-22
JPH0455090Y2 true JPH0455090Y2 (en) 1992-12-24

Family

ID=31248209

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2651388U Expired JPH0455090Y2 (en) 1988-02-29 1988-02-29

Country Status (1)

Country Link
JP (1) JPH0455090Y2 (en)

Also Published As

Publication number Publication date
JPH01138938U (en) 1989-09-22

Similar Documents

Publication Publication Date Title
US4756133A (en) Method and apparatus for constructing building structures
JPH0455090Y2 (en)
EP0107460A2 (en) Method of constructing concrete structure
JPH0455091Y2 (en)
JPH0455092Y2 (en)
JPH09151463A (en) Column-integrated column base anchoring foundation structire and work execution method therefor
JPH04330119A (en) Building foundation constructing method
JPS625086Y2 (en)
JPS6115084Y2 (en)
JPH01111923A (en) Construction of concrete foundation
JPS61130525A (en) Reinforcing work for natural ground
JPH0519383Y2 (en)
JPH0316897Y2 (en)
JPH0421764B2 (en)
JPS5856265Y2 (en) Reinforcement structure unit
JPH0421874Y2 (en)
JP2524488Y2 (en) Built slab forming unit
JPH0612046Y2 (en) Formwork equipment for construction of terrace pockets of legal frames
JP3011337U (en) Concrete block body
JPS6225619A (en) Slope protection frame
JP3002026B2 (en) Structure of residential continuous foundation
JPH04128429A (en) Reinforced concrete foundation
JPS5841116A (en) Constructing method for slope forms
JPH0325122A (en) Slope protecting method and protection frame therefor
JPH0376931A (en) Construction of housing foundation