JPH0342202Y2 - - Google Patents
Info
- Publication number
- JPH0342202Y2 JPH0342202Y2 JP19762586U JP19762586U JPH0342202Y2 JP H0342202 Y2 JPH0342202 Y2 JP H0342202Y2 JP 19762586 U JP19762586 U JP 19762586U JP 19762586 U JP19762586 U JP 19762586U JP H0342202 Y2 JPH0342202 Y2 JP H0342202Y2
- Authority
- JP
- Japan
- Prior art keywords
- guide
- tightening
- column formwork
- piece
- tightening device
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 33
- 239000000463 material Substances 0.000 claims description 10
- 229910000838 Al alloy Inorganic materials 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims 1
- 238000003780 insertion Methods 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 claims 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 229910052742 iron Inorganic materials 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
〔産業上の利用分野〕
本考案は、建築物の柱を生コンクリートを打設
して形成する際に使用するのに適する柱型枠の締
付装置の改良に関する。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to an improvement of a column formwork tightening device suitable for use when forming building columns by pouring ready-mixed concrete.
一般に建築物の柱を成形する場合には、柱型枠
を組み付け、この柱型枠内に生コンクリートを打
設して行なつている。この場合、生コンクリート
を打設した時、柱型枠が生コンクリートからの荷
重を受けるから、柱型枠は外部から締付装置で保
持される。
Generally, when forming columns for a building, a column form is assembled and ready-mixed concrete is poured into the column form. In this case, when the fresh concrete is poured, the column formwork receives a load from the fresh concrete, so the column formwork is held by a tightening device from the outside.
この柱型枠の締付装置としては、従来から、一
端にソケツトが形成され、他端には、楔で打ち込
むための孔が複数設けられている端太材を型枠の
周りに順次配設させ、当該端太材の各端部同志を
直交させて、楔で止めるものが知られている。 Conventionally, the tightening device for column formwork consists of thick pieces of material with a socket formed at one end and multiple holes for driving wedges at the other end, which are sequentially arranged around the formwork. It is known that the end portions of the end pieces are made perpendicular to each other and secured with wedges.
即ち、従来においては、一端にソケツトを他端
に楔打ち込み用の孔を設けた端太材を四本型枠の
外周に沿つて順次配設し、この時、楔打ち込み用
の孔が形成されている一方の端太材先端部を他方
の端太材のソケツトに挿入し、その後、ソケツト
より外周に位置している楔打ち込み用の孔に楔を
打ち込み、締め付けている。 That is, in the past, four pieces of thick material each having a socket at one end and a hole for driving a wedge at the other end were sequentially arranged along the outer periphery of the formwork, and at this time, the hole for driving the wedge was formed. The leading end of one of the end pieces is inserted into the socket of the other end piece, and then a wedge is driven into the wedge driving hole located on the outer periphery of the socket and tightened.
また、上記の如く形成される柱型枠締付装置
は、そのほとんどが鉄製からなるものである。 Further, most of the column frame tightening devices formed as described above are made of iron.
しかしながら、前記した柱型枠締付装置にあつ
ては、一方の端太材のソケツトに他方の端太材の
先端を挿通させて直交させることは、困難である
のみならず、ソケツトの位置がガタによりずれる
場合が多く、隣接する二つ端太材の直角度がとれ
ない場合がある。従つて、この状態では柱型枠が
変形し、成形される柱も変形してしまう。これを
防止するにはソケツトの位置を正確に調整しなけ
ればならないから作業性が非常に悪い。
However, in the case of the above-mentioned column formwork tightening device, it is not only difficult to insert the tip of one end piece into the socket of the other end piece so that they intersect perpendicularly, but also because the position of the socket is incorrect. They often shift due to play, and there are cases where it is not possible to maintain the right angle between two adjacent thick pieces. Therefore, in this state, the column formwork is deformed, and the column to be molded is also deformed. To prevent this, the position of the socket must be adjusted accurately, resulting in very poor work efficiency.
また、上記端太材が鉄製であり、かつ、長いこ
とから相当な重量があり、上記の調整が困難であ
るばかりでなく、打ち運び作業も非常に困難であ
る。 Furthermore, since the end pieces are made of iron and are long, they are quite heavy, making not only the above adjustment difficult but also extremely difficult to carry.
従つて、前記した柱型枠締付装置にあつては、
その作業性において極めて非能率的である。 Therefore, in the column formwork tightening device described above,
It is extremely inefficient in terms of workability.
更には、前記柱型枠締付装置は、上記の如く、
所謂、楔式締付であるので、コンクリート打設の
際にコンクリートをなじませるバイブレーシヨン
をかけると、この振動により楔打ち込み用の孔か
ら差し込まれている楔が抜け、各端太材及び柱型
枠が崩壊されるという危惧がある。 Furthermore, the column formwork tightening device, as described above,
Since this is a so-called wedge-type tightening method, when a vibration is applied to spread the concrete during concrete pouring, the wedge inserted through the wedge-driving hole comes out due to the vibration, and each end piece and column type are tightened. There is a fear that the framework will collapse.
そこで、本考案は、前記した事情に鑑みて、二
つの端太材を容易に直交させることを可能にする
と共に、柱型枠の締め付け作業を能率的にし、更
には、二つの端太材の係止部におけるガタが無
く、しかも、コンクリート打設の際にバイブレー
シヨンをかけても、このバイブレーシヨンで端太
材がはずれないようにした柱型枠の締付装置を新
たに提供することを目的とする。 Therefore, in view of the above-mentioned circumstances, the present invention makes it possible to easily orthogonally intersect two end pieces, streamline the tightening work of column formwork, and furthermore, It is an object of the present invention to provide a new tightening device for column formwork that has no backlash at the locking part and also prevents end pieces from coming off due to vibration even if vibration is applied during concrete pouring. purpose.
前記した問題点を解決するために、本考案の構
成は、柱型枠の周囲に四本の端太材を配置し、隣
接する二つの端太材の端部を直交して締め付ける
柱型枠の締付装置に於て、ガイド部材とフツクボ
ルトとからなる第1の締付部材と、ガイド部材と
ボルトとからなる第2の締付部材とを有し、第
1,第2の締付部材は対角線上に対向する端太材
の直交部位をそれぞれ締付け、前記ガイド部材
は、二つのガイド片の端部を直交して結合したガ
イドと、各ガイド片の上下端に結合した水平な支
持板と、各ガイド片に設けたガイド孔とからな
り、第1の締付部材は、各ガイド片のガイド面に
沿つて挿入した二つの端太材を直交さ、前記ガイ
ド孔から挿入したフツクボルトの先端フツクを端
太材に設けた係止孔に引掛け、フツクボルトの他
側は各ガイド片に対してナツトで締結させ、第2
の締付部材は各ガイド片のガイド面に沿つて挿入
した二つの端太材を直交させ、支持板から縦方向
に挿入したボルトでガイド部材と二つの端太材を
結合させたことを特徴とするとしたものである。
In order to solve the above-mentioned problems, the structure of the present invention is to create a column formwork in which four end pieces are arranged around a column form, and the ends of two adjacent end pieces are tightened orthogonally. The tightening device has a first tightening member consisting of a guide member and a hook bolt, a second tightening member consisting of a guide member and a bolt, and the first and second tightening members. are tightened at the orthogonal parts of diagonally opposing end pieces, and the guide member includes a guide in which the ends of two guide pieces are orthogonally connected, and a horizontal support plate connected to the upper and lower ends of each guide piece. and a guide hole provided in each guide piece. Hook the end hook into the locking hole provided in the thick material, fasten the other side of the hook bolt to each guide piece with a nut, and then
The tightening member is characterized in that two end pieces inserted along the guide surface of each guide piece are orthogonally crossed, and the guide member and the two end pieces are connected with bolts inserted vertically from the support plate. This is what we assumed.
各ガイド片のガイド面に沿つて挿入された二つ
の端太材は各ガイド片があらかじめ直交している
から、自動的に直角度がとれる。併せて、ガイド
孔から挿入されたフツクボルトの先端を端太材に
設けた係止孔に引掛け、フツクボルトの他側は各
ガイド片に対してナツトで締結させ、当該締結部
における締付を強化することにより、当該締結部
におけるガタの発生が防止されることになる。
Since the two end pieces inserted along the guide surface of each guide piece are perpendicular to each other in advance, the right angle can be automatically established. At the same time, the tip of the hook bolt inserted through the guide hole is hooked into the locking hole provided in the thick material, and the other side of the hook bolt is fastened to each guide piece with a nut to strengthen the tightening at the fastening part. By doing so, the occurrence of backlash in the fastening portion can be prevented.
また、当該締結部の締付が強化されることによ
り、コンクリート打設の際に生ずる振動にも十分
耐えられ、当該振動による各端太材及び柱型枠が
崩壊するという危惧がなくなる。 In addition, by strengthening the tightening of the fastening portion, it can sufficiently withstand vibrations that occur during concrete pouring, and there is no fear that the end pieces and column forms will collapse due to the vibrations.
以下、図示した実施例に基づいて本考案を説明
する。
Hereinafter, the present invention will be explained based on the illustrated embodiments.
第1図は、本考案の使用状態を示すものであ
る。柱型枠20の外周に四本の端太材9a,9
b,9c,9dを配置し、隣接する各二つの端太
材9a,9bのコーナと端太材9c,9dのコー
ナは直交して第1の締付部材A,Aで締付けら
れ、同じく、二つの端太材9a,9dのコーナと
端太材9b,9cのコーナは直交して第2の締付
部材B,Bで締付けられる。即ち、柱型枠20の
外周に配設される端太材9a,9b,9c,9d
の直交部をガイド部材21、フツクボルト11と
からなる第1の締付部材Aと、ガイド部材21と
ボルト23とからなる第2の締付部材Bを介して
夫々、強固に締め付けることにより、柱型枠20
が四角柱状に保持され、コンクリート打設の際に
生ずる振動にも十分耐え、当該柱型枠20の崩壊
を防止しようとするものである。 FIG. 1 shows the present invention in use. Four end pieces 9a, 9 are placed around the outer periphery of the column formwork 20.
b, 9c, and 9d are arranged, and the corners of the two adjacent end pieces 9a, 9b and the corners of the end pieces 9c, 9d are perpendicular to each other and tightened by the first tightening members A, A, and similarly, The corners of the two end pieces 9a, 9d and the corners of the end pieces 9b, 9c are perpendicular to each other and are tightened by second tightening members B, B. That is, the end pieces 9a, 9b, 9c, 9d arranged around the outer periphery of the column form 20
By firmly tightening the perpendicular portions of the column through the first tightening member A consisting of the guide member 21 and the hook bolt 11 and the second tightening member B consisting of the guide member 21 and the bolt 23, Formwork 20
The column formwork 20 is held in the shape of a rectangular column, and is able to sufficiently withstand vibrations generated during concrete pouring, thereby preventing the column formwork 20 from collapsing.
第2図は、第1の締付部材Aを利用して締め付
けた柱型枠20の締付に関する締結部を詳細に示
すものである。 FIG. 2 shows in detail the fastening portion for fastening the column form 20 using the first fastening member A.
ガイド部材21は、第1,第2の締付部材A,
Bにおける共通の部材であり、第3図に示すよう
にガイド面8a,8bを夫々設けた二つのガイド
片1,2の上下端に結合した水平な支持板4,5
と、一方のガイド片1に設けられた上下二つのガ
イド孔6と、他方のガイド片2に設けられた上下
二つのガイド孔7と、支持板4,5に穿つたボル
ト孔24から形成されている。 The guide member 21 includes first and second tightening members A,
Horizontal support plates 4 and 5 are common members in B, and are connected to the upper and lower ends of two guide pieces 1 and 2 provided with guide surfaces 8a and 8b, respectively, as shown in FIG.
It is formed of two upper and lower guide holes 6 provided in one guide piece 1, two upper and lower guide holes 7 provided in the other guide piece 2, and bolt holes 24 bored in the support plates 4 and 5. ing.
また、支持板4の底面に端太材9aの上面が、
支持板5の上面に端太材9bの下面が夫々当接
し、上記ガイド面8aの上部に沿つて端太材9a
の一側面が、上記ガイド面8bの下部に沿つて端
太材9bの一側面が夫々内装すると共に、端太材
9aの底面と当該端太材9bの上側の面が接する
形で端太材9a,9bが夫々前記ガイド部材21
の内部に挿入されている。端太材9a,9b,9
c,9dの端部付近にはボルト挿入用の孔22が
設けられている。 In addition, the top surface of the thick material 9a is on the bottom surface of the support plate 4.
The lower surfaces of the thick pieces 9b are in contact with the upper surface of the support plate 5, respectively, and the thick pieces 9a are moved along the upper part of the guide surface 8a.
One side of the end piece 9b is placed along the lower part of the guide surface 8b, and the bottom surface of the end piece 9a is in contact with the upper surface of the end piece 9b. 9a and 9b are the guide members 21, respectively.
is inserted inside. Thick timbers 9a, 9b, 9
A hole 22 for inserting a bolt is provided near the end portions c and 9d.
そして、上記端太材9aは前記ガイド面8a
に、上記端太材9bは前記ガイド面8bに沿つて
挿入され、しかも、前記二つのガイド片1,2は
直交していることから、当該端太材9aと当該端
太材9bは直交されて前記ガイド部材21の内部
に挿入されることとなる。 The thick end material 9a is connected to the guide surface 8a.
In this case, the end piece 9b is inserted along the guide surface 8b, and since the two guide pieces 1 and 2 are orthogonal to each other, the end member 9a and the end member 9b are orthogonal to each other. The guide member 21 is then inserted into the guide member 21.
そして、前記ガイド部材21の内部に挿入され
た上記端太材9a,9bの側面には、係止孔13
が複数、例えば、両サイドに4個配設されてお
り、一方の端太材9aの側面に配設された係止孔
13には、フツクボルト12の先端部たるフツク
部12aを、他方の端太材9bの側面に配設され
た係止孔13には、同じくフツクボルト11の先
端部たるフツク部11aを夫々引掛け、フツクボ
ルト12の後端部たるネジ部12bをガイド孔7
に、フツクボルト11の後端部たるネジ部11b
をガイド孔6に夫々挿入させて、フツクボルト1
1,12のネジ部11b,12bを夫々ナツト1
4で締結させるものである。各端太材9a,9b
の他側も同じ方法で締結され、両側で互いに引張
り合いながら保持される。 A locking hole 13 is provided on the side surface of the end pieces 9a, 9b inserted into the guide member 21.
A plurality of, for example, four, are disposed on both sides, and a hook portion 12a, which is the tip of the hook bolt 12, is inserted into the locking hole 13 disposed on the side surface of one end thick member 9a. The hook portions 11a, which are the tips of the hook bolts 11, are respectively hooked into the locking holes 13 provided on the side surfaces of the thick material 9b, and the threaded portions 12b, which are the rear ends of the hook bolts 12, are inserted into the guide holes 7.
, a threaded portion 11b which is the rear end of the hook bolt 11.
into the guide holes 6, and then tighten the hook bolts 1.
1 and 12 screw parts 11b and 12b respectively with nuts 1.
4 to be concluded. Each end piece 9a, 9b
The other side is fastened in the same way and held in tension with each other on both sides.
従つて、前記端太材9a、前記端太材9bは、
正確に90度の角度で交叉し、その締め付けが強固
となることから当該端太材9a,9bの締結部に
ガタは発生されないこととなり、当該端太材及び
柱型枠の崩壊が招来されないこととなる。 Therefore, the end pieces 9a and the end pieces 9b are
Since they intersect at an accurate 90 degree angle and the tightening is strong, no looseness will occur at the fastened portion of the end pieces 9a and 9b, and the collapse of the end pieces and the column formwork will not occur. becomes.
同様に対角線に対抗する端太材9c,9dのコ
ーナも上記と同じ方法で締結される。 Similarly, the corners of the diagonally opposed end pieces 9c and 9d are also fastened in the same manner as described above.
また、本実施例に係る係止孔13は第3図にも
示されるように左右各4個からなり、フツクボル
ト11,12のフツク部11a,12aのいずれ
の係止孔13にも引掛けることを可能とするもの
である。従つて、フツクボルトのフツク部11
a,12aを、いずれかの係止孔13に引掛ける
ことにより、成形される柱に太さ、言いかえれ
ば、柱型枠の大きさに適宜応じた締め付けが可能
となる。 Furthermore, as shown in FIG. 3, the locking holes 13 according to this embodiment are made up of four holes on each side, and can be hooked into any of the locking holes 13 in the hook portions 11a and 12a of the hook bolts 11 and 12. This makes it possible to Therefore, the hook portion 11 of the hook bolt
By hooking a and 12a into any of the locking holes 13, it becomes possible to tighten the column appropriately according to the thickness of the column to be molded, in other words, the size of the column form.
また、各ガイド面8a,8bには夫々2個から
なるガイド孔6,7が配設され、前記端太材9
a,9bのいずれが上下となつても柱型枠の締付
が可能となるように構成されている。 Further, two guide holes 6 and 7 are provided in each guide surface 8a and 8b, respectively, and the end material 9
The structure is such that the column formwork can be tightened no matter which one of a and 9b is up or down.
他方、第4図に示すように、端太材9a,9b
のコーナ、又は端太材9b,9cのコーナは第2
の締付部材Bで締結される。この場合、各端太材
はガイド部材21により直角に支持され、次に孔
24により縦方向にボルト23を差し込んで端太
材とガイド部材21を結合するものである。 On the other hand, as shown in FIG.
or the corners of the thick timbers 9b and 9c are the second
It is fastened with a fastening member B. In this case, each end piece is supported at right angles by the guide member 21, and then a bolt 23 is inserted vertically through the hole 24 to connect the end piece and the guide member 21.
本実施例に係る考案は、アルミ合金製でなされ
ており、重量も鉄製と比べ非常に軽いものであ
る。従つて、前記端太材を容易に直交させること
が可能となり、その作業性を非常に効率的にする
ものである。 The device according to this embodiment is made of aluminum alloy and is much lighter in weight than iron. Therefore, it becomes possible to easily orthogonally intersect the end pieces, and the workability becomes very efficient.
本考案によれば次の効果がある。 According to the present invention, there are the following effects.
二つの端太材を正確かつ容易に直交させるこ
とが可能になる。従つて、端太材の組付作業が
著しく向上し、位置合せ時の微調整が不要とな
る。 It becomes possible to accurately and easily orthogonally intersect two end pieces. Therefore, the work of assembling the end pieces is significantly improved, and fine adjustment during positioning is no longer necessary.
端太材はガイドのガイド面に当接して保持さ
れているから、位置ずれやガタの発生が防止さ
れ、安定した状態で保持される。 Since the end piece is held in contact with the guide surface of the guide, it is prevented from shifting or rattling, and is held in a stable state.
端太材は支持板に当接しているから、端太材
の上下方向の位置ずれが防止される。 Since the end piece is in contact with the support plate, displacement of the end piece in the vertical direction is prevented.
端太材はアルミ製であれば、鉄製に比べ非常
に重量が軽いから、端太材の組付作業が極めて
効率的となる。 If the end pieces are made of aluminum, they are much lighter in weight than those made of iron, so the work of assembling the end pieces becomes extremely efficient.
柱型枠の締め付けがフツクボルトのネジ部と
ナツトとの締結によりなされるから、当該締め
付けが強固となり、当該締結部のガタの発生が
防止される。 Since the column formwork is tightened by tightening the threaded portion of the hook bolt and the nut, the tightening is strong and the occurrence of play in the tightened portion is prevented.
上記締結部の締め付けが強化されることによ
りコンクリート打設の際に生ずる振動にも十分
耐えられ、当該振動による各端太材及び柱型枠
の崩壊を招来しないことになる。 By strengthening the tightening of the fastening portion, it can sufficiently withstand vibrations that occur during concrete pouring, and the vibrations will not cause collapse of the end pieces and the column formwork.
第2の締付部材は仮り止めし、第1の締付部
材で本締めが可能であり、作業能力が向上す
る。 The second tightening member can be used for temporary tightening, and the first tightening member can be used for final tightening, improving work performance.
第2の締付部材で端太材とガイド部材を結合
しておけば、両者が結合されたまま持ち運び、
格納ができる。 If you connect the end piece and the guide member with the second tightening member, you can carry them while they are connected.
Can be stored.
第1図は第1の締付部材による柱型枠の締付装
置と、その使用状態に係る斜視図、第2図は柱型
枠の締付装置の拡大斜視図、第3図は柱型枠の締
付装置の分解斜視図、第4図は第2の締付部材に
よる使用状態の斜視図、第5図は第1図の縮少略
示平面図である。
1,2……ガイド片、3……ガイド、4,5…
…支持板、6,7……ガイド孔、8a,8b……
ガイド面、9a,9b,9c,9d……端太材、
11,12……フツクボルト、11a,12a…
…フツク部、11b,12b……ネジ部、13…
…係止孔、14……ナツト、20……柱型枠、2
1……ガイド部材、22,24……ボルト用の
孔、23……ボルト、A……第1の締付部材、B
……第2の締付部材。
Fig. 1 is a perspective view of a column formwork tightening device using a first tightening member and its usage state, Fig. 2 is an enlarged perspective view of the column formwork tightening device, and Fig. 3 is a column formwork tightening device. FIG. 4 is an exploded perspective view of the frame tightening device, FIG. 4 is a perspective view of the second tightening member in use, and FIG. 5 is a reduced schematic plan view of FIG. 1. 1, 2... Guide piece, 3... Guide, 4, 5...
...Support plate, 6, 7...Guide hole, 8a, 8b...
Guide surface, 9a, 9b, 9c, 9d... end thick material,
11, 12... Hook bolt, 11a, 12a...
...Hook part, 11b, 12b...Screw part, 13...
... Locking hole, 14 ... Nut, 20 ... Column formwork, 2
1...Guide member, 22, 24...Bolt hole, 23...Bolt, A...First tightening member, B
...Second tightening member.
Claims (1)
する二つの端太材の端部を直交して締め付ける
柱型枠の締付装置に於て、ガイド部材とフツク
ボルトとからなる第1の締付部材と、ガイド部
材とボルトとからなる第2の締付部材とを有
し、第1,第2の締付部材は対角線上に対向す
る端太材の直交部位をそれぞれ締付け、前記ガ
イド部材は、二つのガイド片の端部を直交して
結合したガイドと、各ガイド片の上下端に結合
した水平な支持板と、各ガイド片に設けたガイ
ド孔とからなり第1の締付部材は、各ガイド片
のガイド面に沿つて挿入した二つの端太材を直
交させ、前記ガイド孔から挿入したフツクボル
トの先端フツクを端太材に設けた係止孔に引掛
け、フツクボルトの他側は各ガイド片に対して
ナツトで締結させ、第2の締付部材は各ガイド
片のガイド面に沿つて挿入した二つの端太材を
直交させ、支持板から縦方向に挿入したボルト
でガイド部材と二つの端太材を結合させたこと
を特徴とする柱型枠の締付装置。 (2) 係止孔が端太材の側面に一つ又は複数個設け
られてなる実用新案登録請求の範囲第1項記載
の柱型枠の締付装置。 (3) 各ガイド面に、ガイド孔が縦方向に沿つて2
個設けられてなる実用新案登録請求の範囲第1
項記載の柱型枠の締付装置。 (4) アルミ合金製からなる実用新案登録請求の範
囲第1項記載の柱型枠の締付装置。 (5) 端太材が中空な長方体状のビームからなり、
当該ビーム内に長手方向に沿つて補強用のリブ
が設けられている実用新案登録請求の範囲第1
項記載の柱型枠の締付装置。 (6) 支持板と端太材にボルト挿入用の孔を形成し
ている実用新案登録請求の範囲第1項記載の柱
型枠の締付装置。[Scope of Claim for Utility Model Registration] (1) A tightening device for column formwork in which four end pieces are arranged around the column formwork and the ends of two adjacent end pieces are tightened orthogonally. It has a first tightening member consisting of a guide member and a hook bolt, and a second tightening member consisting of a guide member and a bolt, and the first and second tightening members are diagonally opposed to each other. The guide member includes a guide in which the ends of two guide pieces are orthogonally connected, a horizontal support plate connected to the upper and lower ends of each guide piece, and each guide piece. The first tightening member consists of a guide hole provided in the guide hole, and the first tightening member is made by orthogonally crossing two end pieces inserted along the guide surface of each guide piece, and attaching the end hook of the hook bolt inserted through the guide hole to the end piece. The other side of the hook bolt is fastened to each guide piece with a nut, and the second tightening member is used to attach two thick pieces inserted along the guide surface of each guide piece. A tightening device for column formwork, characterized in that a guide member and two end members are connected to each other by bolts that are orthogonal to each other and inserted vertically from a support plate. (2) The tightening device for column formwork as set forth in claim 1 of the utility model registration claim, wherein one or more locking holes are provided on the side surface of the end piece. (3) Each guide surface has two guide holes along the vertical direction.
Scope of Claims for Utility Model Registration
Column formwork tightening device as described in Section. (4) A tightening device for column formwork made of aluminum alloy as set forth in claim 1 of the utility model registration claim. (5) The beam consists of a hollow rectangular beam,
Utility model registration claim 1, in which reinforcing ribs are provided in the beam along the longitudinal direction
Column formwork tightening device as described in Section. (6) The tightening device for column formwork as set forth in claim 1 of the utility model registration claim, wherein holes for bolt insertion are formed in the support plate and the thick end material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19762586U JPH0342202Y2 (en) | 1986-12-23 | 1986-12-23 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19762586U JPH0342202Y2 (en) | 1986-12-23 | 1986-12-23 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63101642U JPS63101642U (en) | 1988-07-01 |
| JPH0342202Y2 true JPH0342202Y2 (en) | 1991-09-04 |
Family
ID=31157547
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19762586U Expired JPH0342202Y2 (en) | 1986-12-23 | 1986-12-23 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0342202Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2542010Y2 (en) * | 1990-06-07 | 1997-07-23 | ホリー株式会社 | Column form clamping device |
-
1986
- 1986-12-23 JP JP19762586U patent/JPH0342202Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63101642U (en) | 1988-07-01 |
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