JPH0736998Y2 - Inner formwork panel holding device - Google Patents

Inner formwork panel holding device

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Publication number
JPH0736998Y2
JPH0736998Y2 JP1989110824U JP11082489U JPH0736998Y2 JP H0736998 Y2 JPH0736998 Y2 JP H0736998Y2 JP 1989110824 U JP1989110824 U JP 1989110824U JP 11082489 U JP11082489 U JP 11082489U JP H0736998 Y2 JPH0736998 Y2 JP H0736998Y2
Authority
JP
Japan
Prior art keywords
formwork panel
inner formwork
holding device
fixed seat
concrete
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 - Lifetime
Application number
JP1989110824U
Other languages
Japanese (ja)
Other versions
JPH0347959U (en
Inventor
淵河 李
Original Assignee
淵河 李
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 淵河 李 filed Critical 淵河 李
Priority to JP1989110824U priority Critical patent/JPH0736998Y2/en
Publication of JPH0347959U publication Critical patent/JPH0347959U/ja
Application granted granted Critical
Publication of JPH0736998Y2 publication Critical patent/JPH0736998Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 (産業上の利用分野) 本考案は、内型枠パネル保持装置に関し、特に、床板の
上に壁をコンクリート打込み形成する際に用いる内型枠
パネル保持装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial field of application) The present invention relates to an inner formwork panel holding device, and more particularly to an inner formwork panel holding device used when concretely forming a wall on a floorboard. is there.

(従来の技術) 従来、この種の型枠パネル保持装置として、例えば、特
開昭62-153464号公報(米国特許第4,667,923)で第6図
に示すような装置が提案されている。上記装置において
は、概して、内型枠パネル10を立ててから、外型枠パネ
ル12を対向させて立設し、内型枠パネル10によって固定
保持して、内外の型枠を組み立てた後、型枠パネル10,1
2で囲繞される壁15と堰板16で囲繞される床板17とを共
にコンクリートを打ち込んで形成している。
(Prior Art) Conventionally, as a formwork panel holding device of this type, for example, a device as shown in FIG. 6 has been proposed in JP-A-62-153464 (US Pat. No. 4,667,923). In the above apparatus, generally, after the inner formwork panel 10 is erected, the outer formwork panel 12 is erected so as to face each other, and is fixedly held by the inner formwork panel 10, after assembling the inner and outer formwork, Formwork panel 10,1
A wall 15 surrounded by 2 and a floor board 17 surrounded by a weir board 16 are both formed by driving concrete.

(考案が解決しようとする課題) 上記の如き装置においては、しかしながら、内型枠パネ
ル10と外型枠パネル12とを連結し、また、それらの間に
所定距離や空間を保持するために、これら型枠の基部の
近くに多数の穴を開け、該多数の穴を通してスペーサ13
や14を取付けなければならないので、型枠の組み立て工
事に手間がかかるのみならず、型枠パネル自体の強度を
下げ、また、型枠パネルの寿命および再利用性を低下さ
せる欠点があった。
(Problems to be solved by the invention) However, in the device as described above, in order to connect the inner mold panel 10 and the outer mold panel 12 and to maintain a predetermined distance or space between them, Make a number of holes near the base of these molds and insert spacers 13 through the holes.
Since it is necessary to attach the and 14, the work of assembling the formwork is troublesome, and the strength of the formwork panel itself is lowered, and the life and reusability of the formwork panel are reduced.

さらに、型枠に穴を開け、スペーサ13や14によって内型
枠パネル10と外型枠パネル12の間のキャビティを保持す
る方式では、スペーサを型枠パネルの下縁部から一定距
離おきに取付けることになり、コンクリート落差のた
め、一番大きな圧力がかかる基部、特に、平均受圧がよ
り高い内型枠パネル10の方は膨出変形し、外型枠パネル
12ないし下層の建築構造体、例えば壁18を引き摺って崩
すこともしばしば発生していた。
Further, in the method in which holes are formed in the formwork and the cavity between the inner formwork panel 10 and the outer formwork panel 12 is held by the spacers 13 and 14, the spacers are attached at a constant distance from the lower edge of the formwork panel. Due to the concrete drop, the base part that receives the most pressure, especially the inner formwork panel 10 with the higher average pressure reception, bulges and deforms, and the outer formwork panel.
Frequently, twelve or lower building structures, such as walls 18, were dragged and collapsed.

本考案は、上記した従来の問題に鑑みてなされたもの
で、型枠パネルに穴を開ける必要がなく、且つ、内型枠
パネルの基部をしっかりと制止支持することができる保
持装置を提供することを目的とするものである。
The present invention has been made in view of the above-mentioned conventional problems, and provides a holding device that does not need to make a hole in a mold panel and can firmly support and support the base of the inner mold panel. That is the purpose.

(課題を解決するための手段) 上記目的を達成するために、本考案は、コンクリートを
打ち込んで形成する床板の上に垂直方向の壁をコンクリ
ート打込み形成する際に、内型枠パネルを保持する内型
枠パネル保持装置であって、 上記内型枠パネルと対向する支持面が底面とほぼ直交す
ると共に、該底面より支持面に対して後へ斜め向きに一
体に突出する支持爪を備え、該支持爪を上記床板が柔ら
かいうちに突入してコンクリート面に植設固定する複数
の固定座と、 上記固定座と上記内型枠パネルの間に設置され、基台が
固定座の支持面で支持されて、押上げ杆で上記内型枠パ
ネルの基部を支えるジャッキとからなることを特徴とす
る内型枠パネル保持装置を提供するものである。
(Means for Solving the Problem) In order to achieve the above object, the present invention holds an inner formwork panel when a vertical wall is concrete-cast on a floorboard formed by concrete-casting. An inner formwork panel holding device, wherein a support surface facing the inner formwork panel is substantially orthogonal to a bottom surface, and a support claw is integrally projecting obliquely backward from the bottom surface with respect to the support surface, A plurality of fixed seats that project the supporting claws while the floor plate is soft and are planted and fixed to the concrete surface, and are installed between the fixed seats and the inner formwork panel, and the base is a supporting surface of the fixed seats. An inner formwork panel holding device, which is supported and comprises a jack that supports a base portion of the inner formwork panel by a push-up rod.

上記固定座は、両側面にそれぞれ複数の耳部を均一に形
成し、この複数の耳部に、上記支持爪の突出方向と平行
する軸線を有するねじ穴を穿設することが好ましい。
It is preferable that the fixing seat has a plurality of ears uniformly formed on both side surfaces thereof, and the plurality of ears are provided with screw holes having an axis parallel to the projecting direction of the support claw.

また、上記内型枠パネル保持装置は、底面が凹凸状にさ
れた楔部材を備え、該楔部材をそれぞれ上記ねじ穴に臨
むようにコンクリート面に植設固定した上記固定座の複
数の耳部の下方の床板の面上に置いて、ボルトをそれぞ
れねじ穴に螺挿し上記楔部材を当てとして固定座を凝固
したコンクリート面から徐々に取り外すことが出来る構
成とすることが好ましい。
Further, the inner formwork panel holding device includes a wedge member having a concave and convex bottom surface, and the plurality of ears of the fixed seat are planted and fixed to the concrete surface so that the wedge members respectively face the screw holes. It is preferable that the fixing seat is placed on the surface of the floor plate below and the bolts are screwed into the respective screw holes so that the fixed seat can be gradually removed from the solidified concrete surface by using the wedge member as a contact.

(作用) 上記構成とすることにより、本考案の内型枠パネル保持
装置は、保持手段により固定座を背にして内型枠パネル
の基部をしっかりと制止保持することができる。
(Operation) With the above-mentioned configuration, the inner formwork panel holding device of the present invention can firmly hold and hold the base of the inner formwork panel with the fixed seat as the back by the holding means.

尚、本考案の上記またはその他の目的、特徴および利点
は、図面を参照して説明する以下の実施例の詳細な説明
から一層と明らかになるものである。
The above and other objects, features and advantages of the present invention will become more apparent from the detailed description of the embodiments below with reference to the drawings.

(実施例) 以下、本考案を図面に示す実施例により詳細に説明す
る。
(Embodiment) Hereinafter, the present invention will be described in detail with reference to an embodiment shown in the drawings.

第1図から第3図は、本考案の内型枠パネル保持装置の
一実施例を示し、図中、21は垂直方向の壁、22は水平方
向の床板であり、水平方向の床板22の表面に固定座80を
設置している。
1 to 3 show one embodiment of the inner formwork panel holding device of the present invention, in which 21 is a vertical wall, 22 is a horizontal floor plate, and 22 is a horizontal floor plate. The fixed seat 80 is installed on the surface.

上記固定座80は、床板22とは独立して金属などで別個に
形成しており、概してブロック体とし、床板22の上に更
に形成しようとする壁(図示省略)に対して、平行に対
向する支持面81を少なくとも備えるように構成してい
る。即ち、固定座80は少なくとも一つの底面83とほぼ直
交する支持面81(第2図中に於いて正面)を有し、この
支持面81は後述する保持手段70の支持面となるものであ
る。固定座80の底面83には、後ろ斜め方向へ突出する複
数個の支持爪831を突設しており、床板22のコンクリー
ト面がまだ固まらない時期に、上記支持爪831を床板22
のコンクリート面に挿入して、固定座80を凝固した床板
22のコンクリート面に植設固定するようにしている。ま
た、固定座80の両側面84にそれぞれ複数の耳部85を突設
し、この複数の耳部85に前記支持爪831の突出方向と平
行する軸線方向のねじ穴87を穿設している。
The fixed seat 80 is formed separately from the floor plate 22 by metal or the like, and is generally a block body, and faces the wall (not shown) to be further formed on the floor plate 22 in parallel. The supporting surface 81 is provided. That is, the fixed seat 80 has a support surface 81 (front surface in FIG. 2) that is substantially orthogonal to at least one bottom surface 83, and this support surface 81 serves as a support surface for the holding means 70 described later. . The bottom surface 83 of the fixed seat 80 is provided with a plurality of supporting claws 831 projecting obliquely rearward, and the supporting claws 831 are attached to the floor plate 22 when the concrete surface of the floor plate 22 is not yet solidified.
The floor plate that is inserted into the concrete surface and solidifies the fixed seat 80.
It is designed to be planted and fixed on 22 concrete surfaces. Further, a plurality of ears 85 are respectively provided on both side faces 84 of the fixed seat 80, and a plurality of ears 85 are provided with axial screw holes 87 parallel to the projecting direction of the support claws 831. .

本実施例においては、更に、固定座80を凝固したコンク
リート面から徐々に抜き出すことが出来るように、滑り
止めとして、第3図に示す如く、楔部材90を設けてい
る。該楔部材90はその底面91を鋸歯状などの凹凸とし、
また、上側面92を上記耳部85と平行な傾斜面としてい
る。これらの複数の楔部材90は、それぞれ上側面92が、
上記ねじ穴87に対向するように、コンクリート面に植設
固定した上記固定座80の複数の耳部85の下側の床面に置
き、ついで、ボルト89をそれぞれねじ穴87を通して、楔
部材90の上側面92に軸先端面を当接させ、楔部材90を当
てとしてボルト89を均一に旋回してねじ込むことによ
り、その反作用力によって固定座80を凝固したコンクリ
ート面から徐々に抜き出すことが出来るようにしてい
る。
In this embodiment, a wedge member 90 is provided as a slip stopper as shown in FIG. 3 so that the fixed seat 80 can be gradually pulled out from the solidified concrete surface. The wedge member 90 has a bottom surface 91 with sawtooth-like irregularities,
The upper side surface 92 is an inclined surface parallel to the ear portion 85. Each of the plurality of wedge members 90 has an upper side surface 92,
It is placed on the floor surface below the plurality of ears 85 of the fixed seat 80 fixed to the concrete surface so as to face the screw holes 87, and then the bolts 89 are respectively passed through the screw holes 87 and the wedge member 90. By abutting the shaft tip end surface on the upper side surface 92 and turning the bolt 89 uniformly by using the wedge member 90 as a contact, the fixed seat 80 can be gradually pulled out from the solidified concrete surface by its reaction force. I am trying.

上記した固定座80の支持面81に当接して、即ち、支持面
81にもたれた状態で、内型枠パネル41の基部を支える保
持手段70を設けている。
In contact with the support surface 81 of the fixed seat 80, that is, the support surface
Holding means 70 for supporting the base of the inner formwork panel 41 in a state of leaning against 81 is provided.

該保持手段70としてはギヤ式ジャッキや油圧式ジャッキ
などの一般に慣用されているジャッキが使用され得る。
As the holding means 70, a generally used jack such as a gear type jack or a hydraulic type jack can be used.

上記した固定座80および保持手段70(必要に応じて楔部
材90)とからなる内型枠パネル保持装置の作用を以下に
説明する。
The operation of the inner formwork panel holding device including the above-described fixed seat 80 and holding means 70 (wedge member 90 as necessary) will be described below.

第2図に示すように、壁などの扁平直立体をコンクリー
トで打込み形成する時は、型枠は主として外型枠パネル
40と内型枠パネル41とからなる。外型枠パネル40と内型
枠パネル41の上下両縁部にはそれぞれパネル強度を補強
するためのかまち42と44、43と45が設けられている。こ
れら外内両型枠パネル40、41の上かまち42、43を跨がっ
て、複数の上連結装置50が設置される。これら各上連結
装置50は、第4図に最も明確に示されているように、外
内両型枠パネル40、41の上かまち42、43の上にそれぞれ
連結座51、52を設け、これら連結座の上にそれぞれ一対
のボルト付き筐体53、54を設置し、これら筐体53、54を
貫挿して連結杆55を取り付け、該連結杆55をボルト58、
59によって連結座51、52に固定している。該構成とする
ことにより、外内両型枠パネル40と41の上縁部の間に一
定のスペースを確実に保持することができる。
As shown in Fig. 2, when a flat vertical solid such as a wall is formed by driving with concrete, the form is mainly an outer form panel.
It consists of 40 and the inner formwork panel 41. Upper and lower edges of the outer mold panel 40 and the inner mold panel 41 are provided with stiles 42 and 44, 43 and 45, respectively, for reinforcing the panel strength. A plurality of upper connecting devices 50 are installed across the upper stiles 42, 43 of the outer and inner formwork panels 40, 41. As shown most clearly in FIG. 4, each of these upper connecting devices 50 is provided with connecting seats 51, 52 on the upper stiles 42, 43 of the outer and inner formwork panels 40, 41, respectively. A pair of housings 53 and 54 with bolts are respectively installed on the connecting seats, the housings 53 and 54 are inserted to attach a connecting rod 55, and the connecting rod 55 is attached to a bolt 58,
It is fixed to the connecting seats 51 and 52 by 59. With this configuration, a certain space can be reliably retained between the upper edge portions of both the outer and inner formwork panels 40 and 41.

尚、外型枠パネル40の下かまち44と、既に完成した下層
階の壁21もしくは1階の壁を形成する際においては、地
面床の基礎梁等との間に第2図に示す如き、複数の下連
結装置60が取り付けられる。各下連結装置60では、断面
L形の腕部材61の一端部を下かまち44にねじ62により固
定する一方、該腕部材61の他端部に穿設した穴63を通し
て基礎梁の表面に埋設した基台64のねじ穴641に連結ボ
ルト65をねじ込み、外型枠パネル40の下かまち44と基礎
梁とを連結している。該下連結装置60を用いると、外型
枠パネル40の下縁部と、既に完成した下層階の壁21もし
くは1階の壁を形成する際においては、地面床の基礎梁
などとの間に、一定のスペースを確保することができ
る。
When forming the lower stile 44 of the outer formwork panel 40 and the already completed lower floor wall 21 or the first floor wall, as shown in FIG. A plurality of lower coupling devices 60 are attached. In each lower coupling device 60, one end of an arm member 61 having an L-shaped cross section is fixed to the lower stile 44 with a screw 62, and is embedded in the surface of a foundation beam through a hole 63 formed in the other end of the arm member 61. The connecting bolt 65 is screwed into the screw hole 641 of the base 64 to connect the lower stile 44 of the outer formwork panel 40 and the foundation beam. When the lower connecting device 60 is used, it is formed between the lower edge of the outer formwork panel 40 and the foundation beam of the ground floor when forming the already completed lower floor wall 21 or the first floor wall. , A certain space can be secured.

次に、内型枠パネル41の基部の保持を説明する。第2図
に示すように、内型枠パネル41の下かまち45の端部には
端面46があり、この端面46と上記固定座80の支持面81と
を互いに対面するように配設する。下かまちの端面46と
支持面81の間に突っ張り手段としての油圧ジャッキ70を
介在させている。この油圧ジャッキ70は主として基台72
と押上げ杆71とからなり、基台72を固定座80の支持面81
に当接させて、支持面81により支持する一方、押上げ杆
71の端部を内型枠パネルの下かまち端面46に当接させて
いる。このように、固定座80にもたれた状態で油圧ジャ
ッキ70を設置し、該油圧ジャッキ70の押上げ杆71で内型
枠パネル41の基部を突っ張って支持するようにしてい
る。よって、油圧ジャッキ70の押上げ杆71を伸縮調整す
ることにより、上記上連結装置50の調整と下連結装置60
の調整と合わせて外内両型枠パネル40と41のスペースを
任意の距離に調整且つ保持することが容易に出来る。
Next, the holding of the base of the inner formwork panel 41 will be described. As shown in FIG. 2, there is an end face 46 at the end of the lower stile 45 of the inner formwork panel 41, and this end face 46 and the support face 81 of the fixed seat 80 are arranged so as to face each other. A hydraulic jack 70 as a tensioning means is interposed between the end face 46 of the lower stile and the support face 81. This hydraulic jack 70 is mainly a base 72
And the lifting rod 71, and the base 72 is fixed to the support surface 81 of the fixed seat 80.
While being supported by the support surface 81, the push-up rod
The end of 71 is brought into contact with the lower stile end face 46 of the inner formwork panel. Thus, the hydraulic jack 70 is installed leaning against the fixed seat 80, and the push-up rod 71 of the hydraulic jack 70 stretches and supports the base of the inner formwork panel 41. Therefore, by adjusting the push-up rod 71 of the hydraulic jack 70 by expanding and contracting, the upper coupling device 50 and the lower coupling device 60 are adjusted.
The space between the outer and inner formwork panels 40 and 41 can be easily adjusted and held at an arbitrary distance together with the adjustment.

上記のように外内両型枠パネル40と41を組み立てた後、
コンクリートを打ち込み、凝固した後、第3図に示す如
く、楔部材90を固定座80の複数の耳部85の下方の面上に
置く。ついで、ボルト89を耳部85のねじ穴87を通し、楔
部材90を当てとして均一にボルト89を旋回することによ
り、固定座80を凝固したコンクリート面から徐々に抜き
出している。
After assembling the outer and inner formwork panels 40 and 41 as described above,
After the concrete is poured and solidified, the wedge member 90 is placed on the lower surface of the plurality of ears 85 of the fixed seat 80 as shown in FIG. Then, the bolt 89 is passed through the threaded hole 87 of the ear portion 85, and the bolt 89 is evenly swung with the wedge member 90 as a contact to gradually pull out the fixed seat 80 from the solidified concrete surface.

本考案は上記実施例に限定されず、例えば、第5図に示
すように、上記実施例の固定座80に対応する多数の固定
座30を床板22の表面に突出させて一体に形成してもよ
い。該固定部30も概してブロック体とされ、少なくと
も、床板22の上に更に形成しようとする壁(図示省略)
に面する支持面31を有するように構成している。このよ
うな床板22と一体型の固定座30を使用する場合は、コン
クリート打込み形成後、固定座30を叩き壊して除去し、
もしくは、次の仕上げ工事により遮蔽している。
The present invention is not limited to the above embodiment, and for example, as shown in FIG. 5, a plurality of fixed seats 30 corresponding to the fixed seats 80 of the above embodiment are integrally formed by projecting on the surface of the floor plate 22. Good. The fixing portion 30 is also generally a block body, and at least a wall (not shown) to be further formed on the floor plate 22.
It is configured to have a support surface 31 facing the. When using the fixed seat 30 integrated with the floor plate 22 as described above, the fixed seat 30 is smashed and removed after the concrete driving is formed,
Or it is shielded by the following finishing work.

(考案の効果) 上記の説明より明らかなように、本考案に係わる床板面
上に設ける複数の固定座と、該固定座にもたせて内型枠
パネルの基部を支える保持手段とを備えた内型枠パネル
保持装置を用いると、内型枠パネルに穴を開ける必要が
なく、且つ、内型枠パネルの基部を制止支持することが
できるので、コンクリート落差のため、一番大きな圧力
がかかる基部、特に、平均受圧がより高い内型枠パネル
を膨出変形することなくしっかりと保持することが出来
る。しかも、型枠の組み立て工事が簡単で、穴あけがな
いため型枠パネル自体の強度を下げる可能性もなく、型
枠パネルの寿命を延ばし、再利用性を高めることが出来
る等の種々の利点を有するものである。
(Effects of the Invention) As is apparent from the above description, the inner part provided with the plurality of fixed seats provided on the floor plate surface according to the present invention and the holding means for supporting the base part of the inner formwork panel by holding the fixed seats. When the formwork panel holding device is used, it is not necessary to make a hole in the inner formwork panel, and the base part of the inner formwork panel can be restrained and supported. In particular, the inner formwork panel having a higher average pressure reception can be firmly held without bulging and deformation. In addition, since the work of assembling the formwork is simple and there are no holes, there is no possibility of reducing the strength of the formwork panel itself, and there are various advantages such as extending the life of the formwork panel and improving reusability. I have.

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

第1図は本考案に係わる内型枠パネル保持装置の一実施
例を示す一部断面側面図、第2図は第1図に示す実施例
の固定座80の斜視図、第3図は第2図の要部拡大斜視
図、第4図は第1図に示す実施例の上連結装置50の斜視
図、第5図は本考案の内型枠パネル保持装置の他の実施
例を示す斜視図、第6図は従来の保持方式を示す断面構
成図である。 22……床板、30,80……固定座 70……保持手段(油圧ジャッキ)、31,81……支持面、8
3……底面、831……支持爪、84……両側面、85……耳
部、87……ねじ穴、89……ボルト、90……楔部材、91…
…凹凸状底面。
1 is a partial sectional side view showing an embodiment of the inner formwork panel holding device according to the present invention, FIG. 2 is a perspective view of a fixed seat 80 of the embodiment shown in FIG. 1, and FIG. 2 is an enlarged perspective view of a main part of FIG. 2, FIG. 4 is a perspective view of the upper connecting device 50 of the embodiment shown in FIG. 1, and FIG. 5 is a perspective view showing another embodiment of the inner formwork panel holding device of the present invention. FIG. 6 and FIG. 6 are sectional configuration diagrams showing a conventional holding method. 22 …… Floor plate, 30,80 …… Fixed seat 70 …… Holding means (hydraulic jack), 31,81 …… Supporting surface, 8
3 …… Bottom surface, 831 …… Supporting claw, 84 …… Both sides, 85 …… Ear, 87 …… Screw hole, 89 …… Bolt, 90 …… Wedge member, 91…
… Uneven bottom.

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】コンクリートを打ち込んで形成する床板
(22)の上に垂直方向の壁をコンクリート打込み形成す
る際に、内型枠パネル(41)を保持する内型枠パネル保
持装置であって、 上記内型枠パネル(41)と対向する支持面(81)が底面
(83)とほぼ直交すると共に、該底面(83)より支持面
(81)に対して後へ斜め向きに一体に突出する支持爪
(831)を備え、該支持爪(831)を上記床板(22)が柔
らかいうちに突入してコンクリート面に植設固定する複
数の固定座(80)と、 上記固定座(80)と上記内型枠パネル(41)の間に設置
され、基台(72)が固定座(80)の支持面(81)で支持
されて、押上げ杆(71)で上記内型枠パネル(41)の基
部を支えるジャッキ(70)とからなることを特徴とする
内型枠パネル保持装置。
1. An inner formwork panel holding device for holding an inner formwork panel (41) when concretely forming a vertical wall on a floorboard (22) formed by driving concrete into concrete. The support surface (81) facing the inner formwork panel (41) is substantially orthogonal to the bottom surface (83), and integrally projects obliquely rearward from the bottom surface (83) with respect to the support surface (81). A plurality of fixing seats (80) each having a supporting claw (831), the supporting claw (831) protruding while the floor plate (22) is soft and being planted and fixed to a concrete surface; It is installed between the inner form panel (41), the base (72) is supported by the support surface (81) of the fixed seat (80), and the inner form panel (41) is supported by the push-up rod (71). ), And a jack (70) that supports the base of the inner frame panel holding device.
【請求項2】上記固定座(80)の両側面(84)にそれぞ
れ複数の耳部(85)を均一に形成し、この複数の耳部
(85)に、上記支持爪(831)の突出方向と平行する軸
線を有するねじ穴(87)を穿設していることを特徴とす
る請求項1記載の内型枠パネル保持装置。
2. A plurality of ears (85) are uniformly formed on both side surfaces (84) of the fixed seat (80), and the protrusion of the support claw (831) is formed on the ears (85). The inner formwork panel holding device according to claim 1, wherein a screw hole (87) having an axis parallel to the direction is bored.
【請求項3】上記内型枠パネル保持装置において、底面
(91)が凹凸状にされた楔部材(90)を備え、該楔部材
(90)をそれぞれ上記ねじ穴(87)に臨むようにコンク
リート面に植設固定した上記固定座(80)の複数の耳部
(85)の下方の床板(22)の面上に置いて、ボルト(8
9)をそれぞれねじ穴(87)に螺挿し上記楔部材(90)
を当てとして固定座(80)を凝固したコンクリート面か
ら徐々に取り外すことが出来る構成としていることを特
徴とする請求項2記載の内型枠パネル保持装置。
3. The inner formwork panel holding device according to claim 1, further comprising a wedge member (90) having a concave and convex bottom surface (91) so that the wedge member (90) faces the screw hole (87). Place the bolts (8) on the surface of the floor plate (22) below the ears (85) of the fixed seat (80) fixed to the concrete surface.
9) are screwed into the screw holes (87) and the wedge members (90)
The inner formwork panel holding device according to claim 2, wherein the fixed seat (80) can be gradually removed from the solidified concrete surface by using the pad as a pad.
JP1989110824U 1989-09-20 1989-09-20 Inner formwork panel holding device Expired - Lifetime JPH0736998Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1989110824U JPH0736998Y2 (en) 1989-09-20 1989-09-20 Inner formwork panel holding device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1989110824U JPH0736998Y2 (en) 1989-09-20 1989-09-20 Inner formwork panel holding device

Publications (2)

Publication Number Publication Date
JPH0347959U JPH0347959U (en) 1991-05-07
JPH0736998Y2 true JPH0736998Y2 (en) 1995-08-23

Family

ID=31659337

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1989110824U Expired - Lifetime JPH0736998Y2 (en) 1989-09-20 1989-09-20 Inner formwork panel holding device

Country Status (1)

Country Link
JP (1) JPH0736998Y2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52112118U (en) * 1976-02-20 1977-08-25
JPS5419076U (en) * 1977-07-11 1979-02-07

Also Published As

Publication number Publication date
JPH0347959U (en) 1991-05-07

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