JPS6118982Y2 - - Google Patents

Info

Publication number
JPS6118982Y2
JPS6118982Y2 JP1960782U JP1960782U JPS6118982Y2 JP S6118982 Y2 JPS6118982 Y2 JP S6118982Y2 JP 1960782 U JP1960782 U JP 1960782U JP 1960782 U JP1960782 U JP 1960782U JP S6118982 Y2 JPS6118982 Y2 JP S6118982Y2
Authority
JP
Japan
Prior art keywords
rectangular cylinder
long
plate
long plate
wall material
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
JP1960782U
Other languages
Japanese (ja)
Other versions
JPS58123008U (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 JP1960782U priority Critical patent/JPS58123008U/en
Publication of JPS58123008U publication Critical patent/JPS58123008U/en
Application granted granted Critical
Publication of JPS6118982Y2 publication Critical patent/JPS6118982Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は新規な橋梁に使用する中空スラブユニ
ツト用中枠に関するものであり、角筒体を対角線
方向に押圧して扁平状となし、芯材の長板を平行
移動し、短波を回動して扁平板となし、扁平状と
なつた角筒体の内部に挿入することによつて運搬
を容易にすると共に、多数を一度に運搬し得ら
れ、しかし扁平状の角筒体を角形に復元し、扁平
状の芯材の長板を平行移動することによつて容易
に芯材となし得るものであり、また強度が大きく
コンクリート充填時におけるコンクリートの外圧
あるいは浮力による変形のないものである。
[Detailed description of the invention] This invention relates to a middle frame for a hollow slab unit used in a new bridge, in which a rectangular cylinder is pressed diagonally to make it flat, and a long core plate is moved in parallel. By rotating the short wave to form a flat plate and inserting it into the flat rectangular cylinder, it is easy to transport, and a large number of items can be transported at once. It can be easily used as a core material by restoring a rectangular cylinder to a square shape and moving a long plate of flat core material in parallel, and it is also strong and can be easily used as a core material by the external pressure or buoyancy of concrete during concrete filling. No deformation.

従来提供されているコンクリート橋桁用中型枠
は木材製、発泡合成樹脂製で折畳みができないた
めに、嵩ばり一度に数本しか運搬できず、輸送費
が増大し、取扱いに多くの手数を要する等の欠点
があつたが、本考案者は種々実験研究の結果、こ
のような欠点のない本考案を得たのである。
Conventionally available medium form frames for concrete bridge girders are made of wood or foamed synthetic resin and cannot be folded, so they are bulky and can only be transported in a few pieces at a time, increasing transportation costs and requiring a lot of work to handle. However, as a result of various experimental studies, the present inventor has developed the present invention which does not have these drawbacks.

以下本考案の具体例を図面によつて説明する
と、折曲げ可能な複数の隅角部1を有する防水性
の段ボールよりなる角筒体2内に、角筒体2の全
長に亘つて複数の段ボールよりなる長板3を挿入
し、角筒体2の上壁材4の内面と長板3の上端縁
5とを当接し、角筒体2の底壁材6の内面と長板
3の下端縁7とを当接し、長板3の上部に複数の
溝孔8を上下方向に穿設し、角筒体2の内面の横
断形状と等しい形状の複数の段ボールよりなる短
板9の下部に溝孔8と対向して複数の挿入孔10
を上下方向に穿設し、溝孔8の幅は短板9の厚さ
と等しく、挿入溝10の幅は長板3の厚さと等し
く、溝孔8の長さは短板9の挿入溝10の延長線
上の短板9の長さと等しいものであり、溝孔8に
挿入溝10を挿入して長板3と短板9とを係止
し、芯材11を形成してなるものであり、12は
コンクリート橋桁、13は角筒体2を形成する段
ボールの接続部である。
Hereinafter, a specific example of the present invention will be explained with reference to the drawings.A rectangular tube body 2 made of waterproof cardboard and having a plurality of bendable corner portions 1 has a plurality of corners formed therein over the entire length of the rectangular tube body 2. A long plate 3 made of cardboard is inserted, and the inner surface of the top wall material 4 of the rectangular tube body 2 and the upper edge 5 of the long plate 3 are brought into contact with each other, and the inner surface of the bottom wall material 6 of the rectangular tube body 2 and the long plate 3 are brought into contact with each other. A lower part of a short plate 9 made of a plurality of corrugated cardboards having a shape equal to the cross-sectional shape of the inner surface of the rectangular tube body 2, with a plurality of slots 8 vertically bored in the upper part of the long plate 3, in contact with the lower edge 7. A plurality of insertion holes 10 are provided opposite to the slot 8.
are bored in the vertical direction, the width of the slot 8 is equal to the thickness of the short plate 9, the width of the insertion groove 10 is equal to the thickness of the long plate 3, and the length of the slot 8 is equal to the thickness of the insertion groove 10 of the short plate 9. The length of the short plate 9 is equal to the length of the short plate 9 on the extension line, and the core material 11 is formed by inserting the insertion groove 10 into the slot 8 and locking the long plate 3 and the short plate 9. , 12 is a concrete bridge girder, and 13 is a corrugated cardboard connection part forming the rectangular cylinder body 2.

本考案は芯材11を挿入した角筒体2を外型枠
内に固着し、角筒体2と外型枠の間に必要な配筋
をし、コンクリートを充填し、コンクリート固化
後、外型枠を除去し、角筒体2を埋設した状態の
コンクリート橋桁を得るものであり、角筒体2と
芯材11とを別々に形成し、角筒体2を適宜の隅
角部1より折曲げて扁平状とし、芯材11の両側
の長板3を反対方向に引張り、平行移動して扁平
状となし、扁平状とした角筒体2の内部に挿入し
て運搬するものであり、コンクリート充填現場に
おいて、扁平状の角筒体2を角筒体とし、内部の
扁平状の芯材11を所定の位置として両側の長板
3を平行移動して短板9を長板3に直交させるこ
とによつて長板3の上端縁5は上壁材4の内面に
当接し、下端縁7は底壁材6に当接し、短板9の
外周面は角筒体2の内面に当接し、角筒体2の形
状を保持するものである。
In the present invention, the rectangular cylinder 2 into which the core material 11 has been inserted is fixed in an outer form, the necessary reinforcement is arranged between the rectangular cylinder 2 and the outer form, the concrete is filled, and after the concrete hardens, the outer form is fixed. The formwork is removed and a concrete bridge girder is obtained in which the rectangular tube body 2 is buried. The core material 11 is folded into a flat shape, the long plates 3 on both sides of the core material 11 are pulled in opposite directions, and moved in parallel to form a flat shape, and the core material 11 is inserted into the flat rectangular cylinder 2 for transportation. , At a concrete filling site, the flat rectangular cylinder 2 is made into a rectangular cylinder, the flat core material 11 inside is set at a predetermined position, and the long plates 3 on both sides are moved in parallel to transform the short plate 9 into a long plate 3. By making the long plates 3 orthogonal, the upper edge 5 of the long plate 3 comes into contact with the inner surface of the top wall material 4, the lower edge 7 comes into contact with the bottom wall material 6, and the outer peripheral surface of the short plate 9 comes into contact with the inner surface of the rectangular cylinder 2. It abuts and maintains the shape of the rectangular cylinder 2.

本発明は折曲げ可能な複数の偶角部1を有する
角筒体2の内に、角筒体2の全長に亘つて複数の
長板3を挿入し、角筒体2の上壁材4の内面と長
板3の上端縁5とを当接し、角筒体2の底壁材6
の内面と長板3の下端縁7とを当接し、長板3に
複数の溝孔を上下方向に穿設し、角筒体2の内面
の横断形状と等しい形状の複数の短板9に溝孔8
と対向して複数の挿入溝10を上下方向に穿設
し、溝孔8に挿入溝10を挿入して長板3と短板
9とを係止し、芯材11を形成してなるものであ
り、角筒体2を対角線方向に押圧して扁平状とな
し、芯材11の長板3を平行移動し、短板9を回
動して扁平状となし、扁平状となつた角筒体2内
に挿入することによつて運搬を容易とすると共
に、多数を一度に運搬し得られ、しかし扁平状の
角筒体2を角形の原形に復元し、扁平状の芯材1
1の両側の長板3を平行移動することによつて容
易に芯材11となし得るものであり、また芯材1
1によつて角筒体2の強度が大きくコンクリート
充填時におけるコンクリートの外圧あるいは浮力
による変形を防止できるものである。
In the present invention, a plurality of long plates 3 are inserted over the entire length of the rectangular tube body 2 into a rectangular tube body 2 having a plurality of bendable even angle portions 1, and an upper wall material 4 of the rectangular tube body 2 is inserted. The inner surface of the bottom wall material 6 of the rectangular tube body 2 is brought into contact with the upper edge 5 of the long plate 3.
The inner surface of the long plate 3 is brought into contact with the lower edge 7 of the long plate 3, a plurality of slots are vertically bored in the long plate 3, and a plurality of short plates 9 having the same cross-sectional shape as the inner surface of the rectangular cylinder 2 are formed. Slot hole 8
A plurality of insertion grooves 10 are vertically bored facing the grooves 8, and the insertion grooves 10 are inserted into the groove holes 8 to lock the long plate 3 and the short plate 9 to form the core material 11. The rectangular cylinder 2 is pressed in the diagonal direction to make it flat, the long plate 3 of the core material 11 is moved in parallel, the short plate 9 is rotated to make it flat, and the flat corner is By inserting it into the cylindrical body 2, it is easy to transport, and a large number of pieces can be transported at once.
The core material 11 can be easily formed by moving the long plates 3 on both sides of the core material 1 in parallel.
1, the strength of the rectangular tube body 2 is large and can prevent deformation of concrete due to external pressure or buoyancy during concrete filling.

尚、図示の角筒体2の底壁材6は中央部を下方
に突出した山形状とし、上壁材4を平面としてあ
るが、上壁材4を底壁材6と同様に中央部を上方
に突出した山形状としてもよく、また底壁材6を
上壁材4と同様に平面としてもよいものである。
Note that the bottom wall material 6 of the illustrated rectangular cylinder 2 has a central portion in the shape of a mountain protruding downward, and the top wall material 4 is a flat surface. The bottom wall material 6 may have a mountain shape projecting upward, or the bottom wall material 6 may be a flat surface like the top wall material 4.

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

第1図は使用状態の断面図、第2図は一部切除
した斜視図、第3図は扁平状の角筒体内に扁平状
の芯材を挿入し、角筒体の一部を切除した側面
図、第4図は第3図のA−A線断面図である。 1……隅角部、2……角筒体、3……長板、4
……上壁材、5……上端縁、6……底壁材、7…
…下端縁、8……溝孔、9……短板、10……挿
入溝、11……芯材。
Figure 1 is a cross-sectional view of the state in use, Figure 2 is a perspective view with a portion cut away, and Figure 3 is a flat core material inserted into a flat rectangular cylinder and a portion of the rectangular cylinder is removed. The side view, FIG. 4 is a sectional view taken along the line A--A in FIG. 3. 1...Corner part, 2...Square cylinder, 3...Long plate, 4
...Top wall material, 5...Top edge, 6...Bottom wall material, 7...
... lower edge, 8 ... slot, 9 ... short plate, 10 ... insertion groove, 11 ... core material.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 折曲げ可能な複数の隅角部1を有する角筒体2
内に、前記角筒体の全長に亘つて複数の長板3を
挿入し、前記角筒体2の上壁材4の内面と前記長
板3の上端縁5とを当接し、前記角筒体2の底壁
材6の内面と前記長板3の下端縁7とを当接し、
前記長板3に複数の溝孔8を上下方向に穿設し、
前記角筒体2の内面の横断形状と等しい形状の複
数の短板9に前記溝孔8と対向して複数の挿入溝
10を上下方向に穿設し、前記溝孔8に前記挿入
溝10を挿入して前記長板3′と前記短板9とを
係止し、芯材11としてなる中空スラブユニツト
用中枠。
Rectangular cylinder body 2 having a plurality of bendable corner parts 1
A plurality of long plates 3 are inserted into the rectangular cylinder over the entire length thereof, and the inner surface of the upper wall material 4 of the rectangular cylinder 2 and the upper edge 5 of the long plates 3 are brought into contact with each other. The inner surface of the bottom wall material 6 of the body 2 and the lower edge 7 of the long plate 3 are brought into contact with each other,
A plurality of slots 8 are bored in the vertical direction in the long plate 3,
A plurality of insertion grooves 10 are vertically bored in a plurality of short plates 9 having the same shape as the transverse shape of the inner surface of the rectangular tube body 2, facing the slot 8, and the insertion grooves 10 are formed in the slot 8. An intermediate frame for a hollow slab unit which serves as a core material 11 by inserting the long plate 3' and the short plate 9 to lock them.
JP1960782U 1982-02-15 1982-02-15 Inner frame for hollow slab unit Granted JPS58123008U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1960782U JPS58123008U (en) 1982-02-15 1982-02-15 Inner frame for hollow slab unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1960782U JPS58123008U (en) 1982-02-15 1982-02-15 Inner frame for hollow slab unit

Publications (2)

Publication Number Publication Date
JPS58123008U JPS58123008U (en) 1983-08-22
JPS6118982Y2 true JPS6118982Y2 (en) 1986-06-09

Family

ID=30031810

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1960782U Granted JPS58123008U (en) 1982-02-15 1982-02-15 Inner frame for hollow slab unit

Country Status (1)

Country Link
JP (1) JPS58123008U (en)

Also Published As

Publication number Publication date
JPS58123008U (en) 1983-08-22

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