JPH0342201Y2 - - Google Patents

Info

Publication number
JPH0342201Y2
JPH0342201Y2 JP15510486U JP15510486U JPH0342201Y2 JP H0342201 Y2 JPH0342201 Y2 JP H0342201Y2 JP 15510486 U JP15510486 U JP 15510486U JP 15510486 U JP15510486 U JP 15510486U JP H0342201 Y2 JPH0342201 Y2 JP H0342201Y2
Authority
JP
Japan
Prior art keywords
guide
piece
column formwork
tightening device
hook
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
JP15510486U
Other languages
Japanese (ja)
Other versions
JPS6359956U (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 JP15510486U priority Critical patent/JPH0342201Y2/ja
Publication of JPS6359956U publication Critical patent/JPS6359956U/ja
Application granted granted Critical
Publication of JPH0342201Y2 publication Critical patent/JPH0342201Y2/ja
Expired legal-status Critical Current

Links

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.

〔従来の技術〕[Conventional technology]

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置し、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 wedge-driving hole at the other end were arranged sequentially along the outer periphery of the formwork, and at this time, the wedge-driving holes were formed. The leading end of one end piece 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.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

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、隣接する二つの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 column formwork tightening device described above, 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 backlash, and two adjacent end pieces may not be able to maintain a perpendicular angle. Therefore, in this state, the column formwork is deformed, and the column to be formed 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 frame will collapse.

そこで、本考案は、上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 the two end pieces, streamlines the tightening work of the column formwork, and further improves the efficiency of the tightening work of the column form. 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.

〔問題点を解決するための手段〕[Means for solving problems]

前記した問題点を解決するために、本考案に係
る柱型枠の締付装置の構成を端太材とガイド部材
とフツクボルトから構成され、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、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る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 column formwork tightening device according to the present invention is composed of a thick piece, a guide member, and a hook bolt, and the guide member connects the ends of the two guide pieces at right angles to each other. It consists of a guide joined together, a horizontal support plate joined to the upper and lower ends of each guide piece, and a guide hole provided in each guide piece, and two thick pieces inserted along the guide surface of each guide piece. are perpendicular to each other, the end hook of the hook bolt inserted through the guide hole is hooked into a locking hole provided in the thick material, and the other side of the hook bolt is fastened to each guide piece with a nut. It is.

〔作用〕[Effect]

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から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
部における締結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 guide piece in advance, the right angle can be automatically obtained. 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 fastening at the relevant fastening part. This prevents play from occurring in the fastening portion.

また、上記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。
Further, 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.

〔実施例〕〔Example〕

以下、図示した実施例に基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。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2
1、フツクボルト11及びナツト14を介して
各々、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. That is, the guide member 2
1. By firmly tightening the hook bolts 11 and nuts 14, the column 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、本考案の好適な実施例、即ち、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 a preferred embodiment of the present invention, that is, a fastening section for tightening the column formwork 20.

ガイド部材21は、第3図にも示すようにガイ
ド面8a,8bを各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とから形成されている。
The guide member 21 includes two guide pieces 1 each provided with guide surfaces 8a and 8b, as shown in FIG.
2, two upper and lower guide holes 6 provided in one guide piece 1, and two upper and lower guide holes 7 provided in the other guide piece 2. It is formed.

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の下面が各々当接
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の一側面が各々内接すると共に、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が各々前記ガイド部材21
の内部に挿入されている。
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, and the thick pieces 9a are moved along the upper part of the guide surface 8a.
One side of the round piece 9b is inscribed along the lower part of the guide surface 8b, and the bottom face of the round piece 9a is in contact with the upper surface of the round piece 9b. 9a and 9b are the guide members 21, respectively.
is inserted inside.

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 thick 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 thick piece 9a and the thick piece 9b are perpendicular 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を各々引掛け、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に各々挿入させて、フツクボルト1
1,12のネジ部11b,12bを各々ナツト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 thick member 9a, and the 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
となるところから当該端太材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.

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、成形される柱の太さ、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。
Further, as shown in FIG. 3, the locking holes 13 according to the present embodiment include four locking holes on each side, and are hooked into any of the locking holes 13 in the hook portions 11a and 12a of the hook bolts 11 and 12. This is what makes it possible. Therefore, the hook portion 11 of the hook bolt
By hooking a, 12a into any one of the locking holes 13, tightening can be performed appropriately according to the thickness of the column to be formed, in other words, the size of the column formwork.

また、各ガイド面8a,8bには、各々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。
Furthermore, two guide holes 6 and 7 are provided in each guide surface 8a and 8b, and the end material 9
The structure is such that the column formwork can be tightened whether either a or 9b is up or down.

さらには、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。
Furthermore, 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.

〔考案の効果〕[Effect of idea]

本考案によれば次の効果がある。 The present invention has 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 generation of play in the fastened 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.

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

第1図は本考案に係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。
Fig. 1 is a perspective view of a column formwork tightening device according to the present invention 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. 3 is an exploded perspective view of the attachment device. 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.

Claims (1)

【実用新案登録請求の範囲】 (1) 端太材とガイド部材とフツクボルトから構成
され、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、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
トで締結される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。
[Claims for Utility Model Registration] (1) Consisting of a thick timber, a guide member, and a hook bolt, the guide member includes a guide in which the ends of two guide pieces are orthogonally joined together, and upper and lower ends of each guide piece. It consists of a horizontal support plate connected to the guide hole, and a guide hole provided in each guide piece, and the two end pieces inserted along the guide surface of each guide piece are orthogonally crossed, and the tip of the hook bolt inserted through the guide hole. Hook the hook into the locking hole in the end piece,
A tightening device for column formwork, characterized in that the other side of the hook bolt is fastened to each guide piece with a nut. (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 1. (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 1.
JP15510486U 1986-10-09 1986-10-09 Expired JPH0342201Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15510486U JPH0342201Y2 (en) 1986-10-09 1986-10-09

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15510486U JPH0342201Y2 (en) 1986-10-09 1986-10-09

Publications (2)

Publication Number Publication Date
JPS6359956U JPS6359956U (en) 1988-04-21
JPH0342201Y2 true JPH0342201Y2 (en) 1991-09-04

Family

ID=31075506

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15510486U Expired JPH0342201Y2 (en) 1986-10-09 1986-10-09

Country Status (1)

Country Link
JP (1) JPH0342201Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101138334B1 (en) 2010-02-24 2012-04-25 정지현 Frame for mold panel

Also Published As

Publication number Publication date
JPS6359956U (en) 1988-04-21

Similar Documents

Publication Publication Date Title
US6865859B2 (en) Conversion corner chamfer for form work
JPH0342201Y2 (en)
JPH0342202Y2 (en)
JP2572268Y2 (en) Work scaffold
JP2675717B2 (en) Column base structure of square steel tubular column
JPH05311743A (en) Method of connecting construction of building construction material and connecting material therefor
JP2541580Y2 (en) Jig for setting PC beam
JPH0119718Y2 (en)
JP2788989B2 (en) Formwork assembling tool and formwork assembling method
JP4494839B2 (en) Rebar or anchor bolt fixing template
JPH0411078Y2 (en)
JP2784546B2 (en) Connection metal fittings for shoring
JP2626854B2 (en) Column-column joint structure
JPS6246721Y2 (en)
JPH0732787Y2 (en) Fence stopper
JP2600411Y2 (en) Column-beam joint structure
JPH069151Y2 (en) Partition bearing wall
JPH0617482A (en) Permanent form made of steel plate for construction
JPH0219471Y2 (en)
JP2017066659A (en) Pitch corresponding brace joint metal and building skeleton structure of using the same
JPS5921407B2 (en) Construction method and equipment for construction mesh reinforcement
JP3032103B2 (en) Reinforced metal fittings used for frame structures of wooden structures
JPH0220324Y2 (en)
JPS5922172Y2 (en) concrete formwork panel
JPS5930063Y2 (en) Structure of the lower part of the building