JPH0650022B2 - Formwork - Google Patents

Formwork

Info

Publication number
JPH0650022B2
JPH0650022B2 JP23088788A JP23088788A JPH0650022B2 JP H0650022 B2 JPH0650022 B2 JP H0650022B2 JP 23088788 A JP23088788 A JP 23088788A JP 23088788 A JP23088788 A JP 23088788A JP H0650022 B2 JPH0650022 B2 JP H0650022B2
Authority
JP
Japan
Prior art keywords
pillar
seat frame
panel
panels
members
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 - Fee Related
Application number
JP23088788A
Other languages
Japanese (ja)
Other versions
JPH0280763A (en
Inventor
雅亮 吉田
Original Assignee
雅亮 吉田
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 雅亮 吉田 filed Critical 雅亮 吉田
Priority to JP23088788A priority Critical patent/JPH0650022B2/en
Publication of JPH0280763A publication Critical patent/JPH0280763A/en
Publication of JPH0650022B2 publication Critical patent/JPH0650022B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Retaining Walls (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は、コンクリートを打設して例えば擁壁を構築
する型枠に関するものである。
Description: TECHNICAL FIELD The present invention relates to a formwork in which concrete is poured to construct a retaining wall, for example.

〔従来の技術〕[Conventional technology]

通常、コンクリートを打設して例えば擁壁を構築する場
合、型枠が使用される。この型枠の従来技術としては、
左右方向にパネルを並べ、また並べたパネルにパネルを
所定の高さ迄積み上げると共に、対向するパネルの設定
間隔をセパレータにより保持させ、更にパネルの表側に
縦横に配置した縦バタ及び横バタを上記セパレータに連
なる連結杆に座金を嵌装してねじ込むナットや打込む楔
により支持させるようになっている。
Usually, when pouring concrete to construct a retaining wall, for example, a formwork is used. As the conventional technology of this formwork,
Panels are arranged in the left-right direction, the panels are piled up to a predetermined height on the arranged panels, and the set intervals of the facing panels are held by a separator, and vertical flaps and horizontal flaps arranged vertically and horizontally on the front side of the panel are described above. A washer is fitted to the connecting rod connected to the separator and is supported by a nut to be screwed in or a wedge to be driven.

〔発明が解決しようとする課題〕[Problems to be Solved by the Invention]

パネルの積み上げ及び対向するパネルの間隔を維持させ
るセパレータの取付けや縦横に縦バタ及び横バタを並べ
てセパレータに連なる連結杆を支持させるので、組み立
てに著しく手数がかかると共に、素人では組み立てるこ
とができないので、型枠大工が必要となる。
Since the panels are stacked and the separators are attached to maintain the space between the panels facing each other and the vertical and horizontal flaps are arranged side by side to support the connecting rods that are connected to the separators, it takes a great deal of time to assemble, and it is impossible for an amateur to assemble. , A formwork carpenter is required.

このため、コストの上昇原因となる問題があった。Therefore, there is a problem that causes an increase in cost.

〔課題を解決するための手段〕 上記の課題を解決するために、この発明は長方形で並行
する前後の長尺部の対向間隔を調整することができる金
属製の座枠と、この座枠の両長尺部の少なくとも両端上
に下端をそれぞれ支持させ、かつ前後に位置する少なく
とも上端同志を連結部材により連結した伸縮調整可能な
金属製の柱材と、この柱材の前面上下間に着脱自在に取
付けた溝形材と、左右の柱材の溝形材に両端縁を嵌め込
み支持させたパネルとで構成したものである。
[Means for Solving the Problems] In order to solve the above problems, the present invention is a rectangular metal seat frame capable of adjusting the facing distance between the front and rear long parts, and the seat frame Adjustable expansion and contraction of a metal column member that supports the lower end on at least both ends of both elongated parts and connects at least the upper ends located in the front and rear with a connecting member, and detachable between the upper and lower front faces of this pillar member And a panel in which both end edges are fitted into and supported by the groove members of the left and right pillar members.

〔作用〕[Action]

例えば擁壁を築造する場合、築造線上に座枠を直列状に
並べ、次いで連結部材により上端を連結した前後二本の
柱材を上記座枠上に立設する。
For example, when building a retaining wall, the seat frames are arranged in series on the building line, and then two front and rear pillar members whose upper ends are connected by connecting members are erected on the seat frame.

その後に各柱材の前面全長に溝形材を重ねて上記柱材に
取付けたのち、左右の溝形材にパネルの両端縁を落し込
みにより嵌め込んで支持させ、然るのちパネル間にコン
クリートを打設する。
After that, after mounting the grooved members on the entire length of the front surface of each pillar member and attaching it to the above pillar member, drop both end edges of the panel into the left and right groove members to support it, and then concrete between the panels. To place.

なお、打設したコンクリートの硬化後にパネル及び溝形
材を回収する。
In addition, the panel and the channel will be collected after the cast concrete is hardened.

〔実施例〕〔Example〕

図において、1は長方形で並行する前後の長尺部2、2
の対向間隔を調整することができる金属製の座枠であ
る。
In the figure, reference numeral 1 is a rectangle and front and rear long portions 2 and 2 which are parallel
It is a metal seat frame that can adjust the facing interval of the.

上記座枠1の長尺部2、2の対向間隔を調整する方法と
しては、第6図に示すように両長尺部2、2の両端から
互に内向きに突出する短尺部3、3を上下に重ね合わせ
ると共に、下側短尺部3の上面全長に等間隔を在して設
けてある所定の孔4と、上側短尺部3の下面先端に設け
てある突軸5とを嵌め合わせて行なうようにしたが、そ
の他の方法で行なうようにしてもよい。
As a method of adjusting the facing distance between the long portions 2 and 2 of the seat frame 1, as shown in FIG. 6, the short portions 3 and 3 protruding inward from both ends of both the long portions 2 and 2 are shown. Are vertically overlapped with each other, and the predetermined holes 4 provided at equal intervals in the entire upper surface of the lower short portion 3 and the protruding shafts 5 provided at the lower end of the upper short portion 3 are fitted to each other. Although it has been performed, it may be performed by another method.

又座枠1の両長尺部2、2の少なくとも両端上には、伸
縮調整可能な金属製の柱材6が立設している。
Further, at least both ends of the long portions 2 and 2 of the seat frame 1 are provided with metal pillar members 6 which can be expanded and contracted so as to stand.

上記柱材6の立設方法は、図示の場合座枠1上に設けた
起立突軸7と、柱材6下端の座部8に設けた孔9とを嵌
め合わせるようにしたが、ボルト止等の方法を採用して
もよい。
In the case where the pillar 6 is erected, the standing protruding shaft 7 provided on the seat frame 1 and the hole 9 provided in the seat 8 at the lower end of the pillar 6 are fitted together in the illustrated case. You may employ methods, such as.

更に上記柱材6の伸縮調整可能な方法は、図示の場合柱
材6の中途を切り離して、片方柱材6の切り離し端から
突出する板状体10をもう片方柱材6の裏面段部11に
嵌合すると共に、上記段部11に設けてある等間隔の孔
12と板状体10に設けてある突軸13とを嵌め合わせ
て行なうようになっている。
Further, in the method of adjusting the expansion and contraction of the pillar member 6, in the illustrated case, the middle of the pillar member 6 is cut off, and the plate-like body 10 protruding from the cut end of the one pillar member 6 is replaced by the back step 11 of the other pillar member 6. In addition, the holes 12 provided in the stepped portion 11 and the projecting shafts 13 provided in the plate-shaped body 10 are fitted together.

又前後に位置する両柱材6、6の少なくとも上端同志
は、連結されている。
Also, at least the upper ends of the two pillar members 6, 6 located at the front and rear are connected.

上記の連結は、座枠1と同様に上下に重なり合うよう柱
材6から突出板14を突出させて、片方突出板14の全
長等間隔位置に設けてある孔15と、もう片方の突出板
14に設けてある突軸16とを嵌め合わせて行なうよう
になっている。
Similar to the seat frame 1, in the above connection, the projecting plates 14 are projected from the column member 6 so as to vertically overlap with each other, and holes 15 provided at equal intervals in the entire length of one projecting plate 14 and the other projecting plate 14 are provided. It is designed to be fitted with the protruding shaft 16 provided on the.

なお、図示の場合柱材6の上端のみを連結したが、上端
と中途を連結してもよい。
Although only the upper end of the pillar member 6 is connected in the illustrated case, the upper end and the middle may be connected.

上記各柱材6の表面全長には、取り外し可能な溝形材1
7が設けられている。
The total length of the surface of each of the above-mentioned pillars 6 has a removable channel 1
7 is provided.

上記溝形材17の溝は、両側に設けられており、柱材6
の表面所定の位置から突出するボルト18を溝形材17
の透孔19に挿通し、そしてボルト18にナット20を
ねじ込んで取り外しできるようにしたが、その他の取り
外し付け方法で着脱自在としてもよい。
The groove of the channel member 17 is provided on both sides, and the column member 6
The bolt 18 protruding from a predetermined position on the surface of the
Although the nut 20 is inserted through the through hole 19 and screwed into the bolt 18, the nut 20 may be detached, but it may be detachable by another detaching method.

又溝形材17には、溝にパネル21の両端を嵌め込んだ
のち溝の一側面にパネル21の裏面を押し付けるよう押
え板22付のボルト23がねじ込まれている。
Further, a bolt 23 with a holding plate 22 is screwed into the groove member 17 so that both ends of the panel 21 are fitted into the groove and then the back surface of the panel 21 is pressed against one side surface of the groove.

なお、図示の場合片方の柱材6を傾斜させてあるが、両
柱材6を垂直にして使用してもよい。
Although one of the pillar members 6 is inclined in the illustrated case, both pillar members 6 may be used vertically.

又パネル21を上方に多数継ぎ足す場合には、柱材6に
水平の溝形材17′の両端を取付けて、この水平の溝形
材17′の上下の溝にパネル21の上下縁を嵌め込んで
支持させればよい。
When a large number of panels 21 are added upward, both ends of the horizontal groove members 17 'are attached to the pillar member 6, and the upper and lower edges of the panel 21 are fitted in the upper and lower grooves of the horizontal groove members 17'. All you have to do is support it.

次に上記構成された型枠の使用方法を説明する。Next, a method of using the above-configured formwork will be described.

まず捨てコンクリートした例えば擁壁の築造線上に直列
状に座枠1を載置する。
First, the seat frames 1 are placed in series on the construction line of the retaining wall that is made of discarded concrete, for example.

又各座枠1上には、柱材6を立設する。Further, a column member 6 is erected on each seat frame 1.

その後に溝形材17の溝にパネル21の両縁を上方から
嵌め込んで上記パネル21を落し込む。
After that, both edges of the panel 21 are fitted into the groove of the channel member 17 from above and the panel 21 is dropped.

しかして、パネル21間にコンクリートを打設する。Then, concrete is placed between the panels 21.

上記打設されたコンクリートが硬化すると、柱材6から
溝形材17を取り外し、上記溝形材17と共にパネル2
1を回収して再使用する。
When the cast concrete is hardened, the channel member 17 is removed from the pillar member 6, and the panel 2 is removed together with the channel member 17.
1 is collected and reused.

なお、座枠1及び柱材6は、コンクリートに埋没してい
る。
The seat frame 1 and the pillar member 6 are buried in concrete.

又コンクリートの打設に際し、パネル間の端の開口は、
板状体等の詰材(図示せず)を介在させて閉鎖してお
く。
Also, when placing concrete, the openings at the ends between the panels are
It is closed by interposing a packing material (not shown) such as a plate-like body.

〔効果〕〔effect〕

以上のように、この発明に係る型枠を使用することによ
り、セパレータや縦横に縦バタや横バタを配列し、そし
てセパレータの連結杆に上記縦バタや横バタを支持させ
ることなく対向したパネルを保持させることができる。
As described above, by using the formwork according to the present invention, the vertical flaps and the horizontal flaps are arranged in the separators and the vertical and horizontal directions, and the panels facing each other without supporting the vertical flaps or the horizontal flaps on the connecting rod of the separators. Can be held.

このため、素人でも容易にパネルを配置することがで
き、工期を著しく短縮することができる。
For this reason, even an amateur can easily arrange the panels, and the construction period can be significantly shortened.

又座枠の並行長尺部の対向間隔を自由に調整でき、かつ
立設柱材を伸縮調整できるので、コンクリート壁の厚み
や高さに応じた調整が可能となる。
Further, since the facing interval between the parallel elongated portions of the seat frame can be freely adjusted and the standing column member can be expanded and contracted, the adjustment can be made according to the thickness and height of the concrete wall.

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

図面はこの発明に係る型枠の実施例を示すもので、第1
図は正面図、第2図は同上の横断平面図、第3図は同縦
断側面図、第4図は柱材の側面図、第5図は同上の斜視
図、第6図は座枠の斜視図である。 1……座枠、2……長尺部、 3……短尺部、4……孔、 5……突軸、6……柱材、 7……突軸、8……座部、 9……孔、10……板状体、 11……段部、12……孔、 13……突軸、14……突出板、 15……孔、16……突軸、 17……溝形材、21……パネル。
The drawings show an embodiment of a mold according to the present invention.
The figure is a front view, FIG. 2 is a transverse plan view of the same as above, FIG. 3 is a longitudinal side view of the same, FIG. 4 is a side view of a pillar material, FIG. 5 is a perspective view of the same as above, and FIG. It is a perspective view. 1 ... seat frame, 2 ... long part, 3 ... short part, 4 ... hole, 5 ... projection shaft, 6 ... column material, 7 ... projection shaft, 8 ... seat part, 9 ... ... hole, 10 ... plate, 11 ... step, 12 ... hole, 13 ... projection shaft, 14 ... projection plate, 15 ... hole, 16 ... projection shaft, 17 ... channel material , 21 …… Panel.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】長方形で並行する前後の長尺部の対向間隔
を調整することができる金属製の座枠と、この座枠の両
長尺部の少なくとも両端上に下端をそれぞれ支持させ、
かつ前後に位置する少なくとも上端同志を連結部材によ
り連結した伸縮調整可能な金属製の柱材と、この柱材の
前面上下間に着脱自在に取付けた溝形材と、左右の柱材
の溝形材に両端縁を嵌め込み支持させたパネルとから成
る型枠。
1. A seat frame made of metal capable of adjusting a facing interval between front and rear long parts which are rectangular and parallel to each other, and lower ends of at least both ends of both long parts of the seat frame are supported, respectively.
Also, at least the upper and lower ends located at the front and rear sides are connected by a connecting member, and the metal pillar member is adjustable in expansion and contraction, the groove member detachably attached between the upper and lower front surfaces of this pillar member, and the groove shape of the left and right pillar members. Formwork consisting of a panel in which both edges are fitted and supported on a material.
JP23088788A 1988-09-13 1988-09-13 Formwork Expired - Fee Related JPH0650022B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23088788A JPH0650022B2 (en) 1988-09-13 1988-09-13 Formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23088788A JPH0650022B2 (en) 1988-09-13 1988-09-13 Formwork

Publications (2)

Publication Number Publication Date
JPH0280763A JPH0280763A (en) 1990-03-20
JPH0650022B2 true JPH0650022B2 (en) 1994-06-29

Family

ID=16914862

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23088788A Expired - Fee Related JPH0650022B2 (en) 1988-09-13 1988-09-13 Formwork

Country Status (1)

Country Link
JP (1) JPH0650022B2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0455952U (en) * 1990-09-19 1992-05-13
KR100408735B1 (en) * 2001-08-06 2003-12-11 주식회사 바우 컨설탄트 Construction method of retaining wall

Also Published As

Publication number Publication date
JPH0280763A (en) 1990-03-20

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