JPH0280763A - Form - Google Patents

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Publication number
JPH0280763A
JPH0280763A JP23088788A JP23088788A JPH0280763A JP H0280763 A JPH0280763 A JP H0280763A JP 23088788 A JP23088788 A JP 23088788A JP 23088788 A JP23088788 A JP 23088788A JP H0280763 A JPH0280763 A JP H0280763A
Authority
JP
Japan
Prior art keywords
channel
panel
panels
metal
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.)
Granted
Application number
JP23088788A
Other languages
Japanese (ja)
Other versions
JPH0650022B2 (en
Inventor
Masaaki Yoshida
吉田 雅亮
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
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)

Abstract

PURPOSE:To make assembling easy by constituting of a metal seat form, metal post members, channel bars and panels to be supported. CONSTITUTION:Shorter sections 3 and 3 to project inward each other from both ends of longer sections 2 and 2 overlap up and down. Metal post members 6 capable of adjusting are erected at least on the ends of both longer sections 2 and 2 of a seat form 1 and, at the same time, at least the upper ends of the post members 6 and 6 are coupled with each other. A removable channel bars 17 is provided to overall length of the surface of each post member 6. At that time, the channel bar 17 is such that bolts 23 with a hold-down plate 22 are screwed in one side of a channel after fitting the ends of a panel 21 in the channel so as to push the rear of the panel 21. According to the constitution, even an unskilled person can easily arrange the panel, an a construction period can be remarkably reduced.

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。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a formwork for constructing, for example, a retaining wall by pouring concrete.

〔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ンドや打込む喫
により支持させるようになっている。
Usually, formwork is used when concrete is poured to construct a retaining wall, for example. The conventional technology for this formwork is
The panels are arranged horizontally, and the panels are stacked up to a predetermined height on the arranged panels, and the set spacing between the opposing panels is maintained using separators, and the vertical and horizontal patterns arranged vertically and horizontally on the front side of the panels are A washer is fitted onto a connecting rod connected to the separator, and supported by a screw-in nut or a hammer-in shaft.

〔発明が解決しようとする課題〕[Problem 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に支持させるので、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。
Because the stacking of panels and the installation of separators to maintain the spacing between opposing panels, and the arrangement of vertical and horizontal flaps and support by connecting rods connected to the separators, assembly is extremely time-consuming and cannot be assembled by amateurs. , a formwork carpenter will be required.

このため、コストの上昇原因となる問題があった。For this reason, there was a problem that caused an increase in cost.

〔課題を解決するための手段〕[Means to solve the problem]

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ゼ、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。
In order to solve the above problems, the present invention provides a metal seat frame that can adjust the facing distance between the front and rear elongated parts that are parallel to each other in a rectangular shape, An expandable and retractable metal column member whose lower ends are each supported and whose upper ends located at the front and back are connected by a connecting member; and a channel member detachably attached between the upper and lower front surfaces of the column member; It consists of panels whose ends are fitted and supported by the channel members of the left and right columns.

〔作用〕[Effect]

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 constructing a retaining wall, seat frames are arranged in series on a construction line, and then two front and rear columns whose upper ends are connected by a connecting member are erected on the seat frames.

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, a channel member is laid over the entire front length of each column material and attached to the above column material, and both ends of the panel are fitted into the left and right channel members by dropping to support them, and then concrete is placed between the panels. to be poured.

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。
The panels and channels will be collected after the poured concrete has 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, 1 is a rectangular parallel long part 2.2
This is a metal seat frame that allows you to adjust the facing distance between the two.

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
けである所定の孔4と、上側短尺部3の下面先端に設け
である突軸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 for adjusting the spacing between the long parts 2.2 of the seat frame 1, as shown in FIG. are stacked vertically, and predetermined holes 4 provided at equal intervals along the entire length of the upper surface of the lower short section 3 are fitted with protruding shafts 5 provided at the tip of the lower surface of the upper short section 3. Although we have tried to do this, other methods may also be used.

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, on at least both ends of both long parts 2.2 of the seat frame 1, metal pillars 6 that can be adjusted to expand and contract are erected.

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 shown in the figure, the method of erecting the pillar 6 is to fit the erecting shaft 7 provided on the seat frame 1 into the hole 9 provided in the seat 8 at the lower end of the pillar 6. Other methods may also be used.

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に設けである等間隔の孔
12と板状体10に設けである突軸13とを嵌め合わせ
て行なうようになっている。
Furthermore, the method of adjusting the expansion and contraction of the pillar material 6 is as follows: In the case shown in the figure, the pillar material 6 is cut off in the middle, and the plate-like body 10 protruding from the cut end of one pillar material 6 is connected to the back stepped portion 11 of the other pillar material 6. At the same time, the equally spaced holes 12 provided in the stepped portion 11 and the protruding shafts 13 provided in the plate-like body 10 are fitted together.

又前後に位置する両社材6.6の少なくとも上端同志は
、連結されている。
Further, at least the upper ends of both the front and rear members 6.6 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である孔15と、もう片方の突出板
14に設けである突軸16とを嵌め合わせて行なうよう
になっている。
The above connection is achieved by making the protruding plates 14 protrude from the pillar material 6 so as to overlap vertically in the same way as the seat frame 1, and forming holes 15 provided at equal intervals along the entire length of one protruding plate 14, and holes 15 provided in the protruding plate 14 on the other side. This is done by fitting a protruding shaft 16 provided therein.

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。
In addition, in the case of illustration, only the upper end of the pillar material 6 is connected, but the upper end and the middle part 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。
A removable channel member 1 is provided along the entire surface length of each pillar member 6.
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にナツト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
外し付は方法で着脱自在としてもよい。
The grooves of the channel member 17 are provided on both sides, and the grooves of the column member 17 are provided on both sides.
The bolt 18 protruding from a predetermined position on the surface of the channel member 17
Although the bolt 18 can be removed by inserting it into the through hole 19 and screwing the nut 20 onto the bolt 18, other methods may be used to make it detachable.

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 presser plate 22 is screwed into the channel member 17 so as to press the back surface of the panel 21 against one side of the groove after fitting both ends of the panel 21 into the groove.

なお、図示の場合片方の柱材6を傾斜させであるが、両
社材6を垂直にして使用してもよい。
In the illustrated case, one of the pillar members 6 is inclined, but 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。
In addition, when adding a large number of panels 21 upward, attach both ends of the horizontal channel member 17' to the pillar material 6, and fit the upper and lower edges of the panel 21 into the upper and lower grooves of this horizontal channel member 17'. All you have to do is get involved and support them.

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 formwork constructed as described above will be explained.

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 frame 1 is placed in series on the construction line of, for example, a retaining wall made of waste concrete.

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

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。
Thereafter, both edges of the panel 21 are fitted into the grooves 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 poured concrete hardens, the channel members 17 are removed from the pillar members 6, and the channel members 17 are removed from the panel 2.
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。
Note that the seat frame 1 and the pillar material 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、
板状体等の結材(図示せず)を介在させて閉鎖しておく
Also, when pouring concrete, the openings at the edges between the panels should be
It is closed with a binding material (not shown) such as a plate-shaped body interposed therebetween.

〔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, it is possible to arrange separators and vertical and horizontal flaps vertically and horizontally, and to form facing panels without having the connecting rods of the separators support the vertical and horizontal flaps. 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力5できる。
Therefore, 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。
Furthermore, since the distance between the parallel long parts of the seat frame facing each other can be freely adjusted, and the erected pillars can be expanded and contracted, adjustments can be made according to the thickness and height of the concrete wall.

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

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、 3・・・・・・短尺部、 5・・・・・・突軸、 7・・・・・・突軸、 9・・・・・・孔、 11・・・・・・段部、 13・・・・・・突軸、 15・・・・・・孔、 17・・・・・・溝形材、
The drawings show an embodiment of the formwork according to the present invention.
The figure is a front view, Figure 2 is a cross-sectional plan view of the same as above, Figure 3 is a longitudinal side view of the same, Figure 4 is a side view of the pillar material, Figure 5 is a perspective view of the same as above, and Figure 6 is a view of the seat frame. FIG. 1...Seat frame, 3...Short part, 5...Protruded shaft, 7...Protruded shaft, 9...Hole, 11 ...Stepped portion, 13... Protruding shaft, 15... Hole, 17... Channel member,

Claims (1)

【特許請求の範囲】[Claims] (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 metal seat frame that can adjust the opposing distance between the front and rear long parts that are parallel to each other in a rectangular shape; A metal column that can be expanded and contracted and whose at least upper ends are connected by a connecting member, a channel member that is removably attached between the upper and lower front surfaces of this column, and a channel member of the left and right column members that has both ends attached to the channel members. A formwork consisting of panels with inlaid and supported edges.
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 true JPH0280763A (en) 1990-03-20
JPH0650022B2 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)

Cited By (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

Cited By (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
JPH0650022B2 (en) 1994-06-29

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