JPS5932685Y2 - Support for foundation reinforcement assembly - Google Patents

Support for foundation reinforcement assembly

Info

Publication number
JPS5932685Y2
JPS5932685Y2 JP15660680U JP15660680U JPS5932685Y2 JP S5932685 Y2 JPS5932685 Y2 JP S5932685Y2 JP 15660680 U JP15660680 U JP 15660680U JP 15660680 U JP15660680 U JP 15660680U JP S5932685 Y2 JPS5932685 Y2 JP S5932685Y2
Authority
JP
Japan
Prior art keywords
support
column
iron rods
movable
fixed
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
JP15660680U
Other languages
Japanese (ja)
Other versions
JPS5778344U (en
Inventor
伝 斎藤
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 JP15660680U priority Critical patent/JPS5932685Y2/en
Publication of JPS5778344U publication Critical patent/JPS5778344U/ja
Application granted granted Critical
Publication of JPS5932685Y2 publication Critical patent/JPS5932685Y2/en
Expired legal-status Critical Current

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  • Reinforcement Elements For Buildings (AREA)

Description

【考案の詳細な説明】 本考案は基礎鉄筋組立用支柱に関する。[Detailed explanation of the idea] The present invention relates to a column for assembling foundation reinforcing bars.

基礎鉄筋の配筋に使用される支柱は、梁側及び柱側など
長さを基礎鉄筋の支持高さに合せて自由に調節できるこ
と、支持の安定性がよいこと、コンクリートの流動を妨
げず従ってコンクリート基礎内に強度低下の原因となる
断面欠損のような内部欠陥を発生させる危険性がないこ
と、軽量で取扱い易いこと及び安価であること、などが
望まれる。
The pillars used for reinforcing the foundation reinforcement must be able to freely adjust the length of the beam and column sides to match the support height of the foundation reinforcement, have good support stability, and do not impede the flow of concrete. It is desired that there is no risk of generating internal defects such as cross-sectional defects that cause a decrease in strength within the concrete foundation, that it is lightweight and easy to handle, and that it is inexpensive.

本考案はこのような全ての要件を満足し得るような基礎
鉄筋組立用支柱を提供することを目的としてなされたも
ので、以下に本考案を図示した一実施例にもとづき説明
すると次の通りである。
The present invention was made with the purpose of providing a support for assembling foundation reinforcing bars that can satisfy all of these requirements.The present invention will be explained below based on an illustrated embodiment. be.

本考案による基礎鉄筋組立用支柱は、第1図から明かな
ように固定側支柱1と、該支柱1に対し、上下方向に移
動自在に連設された可動側支柱2を具備している。
As is clear from FIG. 1, the foundation reinforcing bar assembly column according to the present invention includes a fixed column 1 and a movable column 2 connected to the column 1 so as to be movable in the vertical direction.

固定側支柱1は、コンクリート基礎の捨てコンクリ−)
a(第1図参照)の上面に、アンカボルトbなど、適宜
の手段の適用により固定される取付穴1a′付のベース
プレート1aと該プレート1a上に直角四辺形を画くよ
うに立設固定された隔設配置の4本の鉄杆1bと、之等
鉄杆1bの中間高さの位置に挿装固定された中間連結プ
レートICと、同上端に固定された上端連結プレーNd
から構成されている。
Fixed side support 1 is a concrete foundation (concrete foundation)
A (see Fig. 1) has a base plate 1a with mounting holes 1a' fixed to the upper surface by appropriate means such as anchor bolts b; The four iron rods 1b are spaced apart from each other, the intermediate connecting plate IC is inserted and fixed at the intermediate height position of the iron rods 1b, and the upper end connecting plate Nd is fixed to the upper end of the same.
It consists of

尚ベースプレート1a、中間及び上端の連結プレート1
C及び1dに対する鉄杆1bの固定には、例えば溶接手
段が適用され、鉄杆1b下端の固定に際しては、安定性
向上のため折曲部1b’に於て溶接固定することができ
る。
In addition, the base plate 1a, the intermediate and upper end connecting plates 1
For example, welding means is applied to fix the iron rod 1b to C and 1d, and when fixing the lower end of the iron rod 1b, it can be welded and fixed at the bent portion 1b' to improve stability.

可動側支柱2は、固定側支柱1の鉄杆1bと同径、同長
にして之等鉄杆1bと同じ間隔配置のもとに組合せられ
た4本の鉄杆2bと、之等鉄杆2bの上端部を隣接鉄杆
2b、2bごとに連結する縦向き板状の連結部材2a1
,2a1,2a2,2a2から構成され、之等鉄杆2b
・・・・・・に於て、固定側支柱1の中間及び上端の連
結プレート1C及び1dの間に跨ってフリーに貫挿され
ている。
The movable side support 2 has four iron rods 2b that have the same diameter and length as the iron rods 1b of the fixed side support 1, and are combined with the same spacing as the iron rods 1b. A vertical plate-shaped connecting member 2a1 that connects the upper end of 2b to each adjacent iron rod 2b, 2b.
, 2a1, 2a2, 2a2, and the iron rod 2b
. . ., it is freely inserted between the connecting plates 1C and 1d at the middle and upper end of the fixed side support column 1.

この貫挿状態に於ては、第3図に示すように、可動側の
鉄杆2b、2bの丁度中間に固定側の鉄杆1bが位置し
、このような構成によりバランスのよい接続が得られる
In this penetrating state, as shown in Figure 3, the fixed side iron rod 1b is located exactly between the movable side iron rods 2b, 2b, and this configuration provides a well-balanced connection. It will be done.

尚鉄杆1b及び2bの使用本数は必ずしも4本に限定さ
れず、これ以外の本数であってもよい。
The number of iron rods 1b and 2b used is not necessarily limited to four, and may be any other number.

第2図から明らかなように、可動側支柱2の上端部に於
て、前後に正対している連結部材2al、2a1の略々
中間に、横方向に開通する一対の孔3at、3a1が形
成され、この孔3 al、3 alにかんざ゛し筋4□
を挿着し得るようになっている。
As is clear from FIG. 2, at the upper end of the movable support column 2, a pair of holes 3at and 3a1 that open in the lateral direction are formed approximately in the middle of the connecting members 2al and 2a1 that face each other in the front and rear. and a kanzashi line 4□ in this hole 3 al, 3 al
can be inserted.

一方この連結部材2a1,2a1よりも若干低い位置に
おいて左右に正対している連結部材2a2,2a2の略
々中間に、同横方向に開通する他の一対の孔3a、、、
3a2が形成され、この孔3a2,3a2は前記孔3a
l、3a1よりも少し低い位置にあり、この孔3a2,
3a2にかんざし筋4□を挿着した時、前記かんざし筋
4□との間隙5(第1図参照)を生ずる。
On the other hand, there is another pair of holes 3a that open in the same lateral direction approximately in the middle of the connecting members 2a2, 2a2 which face each other right and left at a position slightly lower than the connecting members 2a1, 2a1.
3a2 is formed, and these holes 3a2, 3a2 are similar to the holes 3a.
This hole 3a2, is located at a slightly lower position than 1, 3a1.
When the hairpins 4□ are inserted into 3a2, a gap 5 (see Fig. 1) is created between the hairpins 4□ and the hairpins 4□.

この間隙5は社用基礎鉄筋の肋筋C(第5図参照)の径
に略々対応する大きさを有している。
This gap 5 has a size that approximately corresponds to the diameter of the reinforcing bars C (see FIG. 5) of the company foundation reinforcing bars.

固定側支柱1の上端連結プレート1dの上面には、これ
に貫挿されている可動側鉄杆2bのそれぞれの周囲を個
別に取り囲むように、筒状突部6が突設され、この筒状
突部6に、可動側鉄杆2bを適宜締付は固定するための
ねじ7が螺装されている。
A cylindrical protrusion 6 is provided on the upper surface of the upper end connecting plate 1d of the fixed side support column 1 so as to individually surround each of the movable side iron rods 2b inserted therein. A screw 7 for properly tightening and fixing the movable iron rod 2b is screwed onto the protrusion 6.

このねじ7は筒状突部6の全部に備えても或は一部に備
えてもよい。
This screw 7 may be provided on all or part of the cylindrical protrusion 6.

このような筒状突部6及びねじ7からなる締付け、開放
機構は、上端連結プレート1d及び中間連結プレート1
Cの少なくともいずれか一方に設けられていればよい。
The tightening and opening mechanism consisting of such a cylindrical protrusion 6 and screws 7 includes the upper end connecting plate 1d and the intermediate connecting plate 1.
It suffices if it is provided in at least one of C.

第5図は、本考案品は社用基礎鉄筋の支持に適用した場
合の一例を示している。
FIG. 5 shows an example in which the product of the present invention is applied to support foundation reinforcing bars for corporate use.

この使用態様に於ては、可動側支柱2の上端に、かんざ
し筋4、及び4□が十字に挿着され、下側かんざし筋4
□が、籠状に組立てられた鉄筋の肋筋Cを受架し、上側
かんざし筋4、と肋筋Cは、その交点に於て結縛されて
いる。
In this usage mode, the hairpins 4 and 4□ are inserted in a cross shape at the upper end of the movable support column 2, and the lower hairpins 4
□ supports the ribs C of reinforcing bars assembled in a basket shape, and the upper hairpins 4 and the ribs C are tied at their intersections.

図中dは肋筋Cの周囲に配筋された主筋である。In the figure, d is the main reinforcement placed around the rib C.

斯かる鉄筋の支持作業に於て、支柱の長さは、ねじ7を
緩め、可動側支柱2を伸縮することにより容易に調節で
きる。
In supporting such reinforcing bars, the length of the column can be easily adjusted by loosening the screw 7 and expanding and contracting the movable column 2.

第6図は、本考案支柱を、梁側基礎鉄筋の支持に適用し
た場合の一例を示し、この使用態様に於ては、可動側支
柱2の上端に一本のかんざし筋4□が挿着され、このか
んざし筋4、が、籠状に組立てられた鉄筋のうちの上端
に配列された主筋d・・・・・・を受架する。
Figure 6 shows an example of the case where the inventive column is applied to support the foundation reinforcing bars on the beam side. The hairpin reinforcements 4 receive the main reinforcements d arranged at the upper ends of the cage-like reinforcing bars.

本考案支柱は、第5〜6図に示すように、基礎鉄筋を支
持するために使用されるものであって、その長さく高さ
)を自由に調整できるので、支持高さを異にする梁側及
び柱側のいずれにも使用できることは勿論、施工条件等
により支持高さが異なる場合であっても、容易にこれに
対処できる。
As shown in Figures 5 and 6, the prop of this invention is used to support the foundation reinforcing bars, and its length and height can be adjusted freely, so the supporting height can be adjusted. Not only can it be used on both the beam side and the column side, but even if the support height differs depending on the construction conditions etc., it can easily be used.

更に支柱は隔設された複数本の鉄杆から構成されている
ので支柱の有効直径を大きくでき、支持の安定性がよい
のみならず有効直径の割には軽量であり持運びに便利で
あり、しかも構造的にも極めて簡素であるので安価に提
供でき、一度に多数本が埋殺しされ消費されるのに拘わ
らず経済的負担を軽減できる。
Furthermore, since the column is composed of multiple iron rods spaced apart, the effective diameter of the column can be increased, which not only provides good support stability but also makes it lightweight and convenient to carry compared to its effective diameter. Moreover, since it is extremely simple in structure, it can be provided at low cost, and the economic burden can be reduced even though a large number of books are buried and consumed at one time.

更にまた支柱を構成する鉄杆の相互間には間隔が形成さ
れているので、コンクリートの打設時に、その流れを妨
げることがなく、支柱内部まで充分確実にコンクリート
を充填でき、支柱の使用によって懸念される基礎コンク
リート強度の低下の危険性を回避できる。
Furthermore, since there is a gap between the steel rods that make up the support, the flow of concrete is not obstructed when pouring concrete, and the inside of the support can be filled with concrete. It is possible to avoid the risk of a decrease in the strength of the foundation concrete, which is a concern.

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

第1図は本考案実施の一例を示す正面図、第2図は第1
図のA−A線断面図、第3図は同C−C線断面図、第4
図は同C−C線断面図、第5図及び第6図は第1図に示
された本考案の使用状況を示す斜視図である。 図に於て、1は固定側支柱、1aはそのベースプレート
、1bはその鉄杆、1Cはその中間連結プレート、1d
はその上端連結プレート、2は可動側支柱、2a1,2
a2はその連結部材、2bはその鉄杆、3a1,3a2
は孔、40,4□はかんざし筋、5は間隔、6は筒状突
部、7はねじ、である。
Fig. 1 is a front view showing an example of the implementation of the present invention, and Fig. 2 is a front view showing an example of the implementation of the present invention.
Figure 3 is a cross-sectional view taken along line A-A in the figure, Figure 3 is a cross-sectional view taken along line C-C, Figure 4 is a cross-sectional view taken along line C-C,
The figure is a sectional view taken along the line C--C, and FIGS. 5 and 6 are perspective views showing how the present invention shown in FIG. 1 is used. In the figure, 1 is the fixed side support, 1a is its base plate, 1b is its iron rod, 1C is its intermediate connecting plate, 1d
is its upper end connecting plate, 2 is the movable side support, 2a1, 2
a2 is its connecting member, 2b is its iron rod, 3a1, 3a2
is a hole, 40, 4□ is a hairpin, 5 is an interval, 6 is a cylindrical projection, and 7 is a screw.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 固定側支柱と、該支柱の上端に上下方向に移動自在に連
設された可動側支柱を具備し、上記固定側支柱は、コン
クリート基礎の捨てコンクリート面に固定されるベース
プレートと、該ベースプレート上に立設された隔設配置
の複数本の鉄杆と、之等鉄杆の中間位置に挿装固定され
た中間連結プレートと、同上端部に固定された上端連結
プレートから構成され、一方可動側支柱は、上記固定側
支柱の中間及び上端の連結プレートの間に跨って上下移
動自在に貫挿される隔設配置の複数本の鉄杆と、之等鉄
杆の上端を連結する連結部材から構成され、この連結部
材にはかんざし筋の挿着用部が形成され、更に、上記固
定側支柱の中間及び上端の連結プレートの少なくともい
ずれか一方には、可動側支柱を任意の調節位置で拘束す
るための拘束機構が備えられていることを特徴とする基
礎鉄筋組立用支柱。
A fixed side column and a movable column connected to the upper end of the column so as to be movable in the vertical direction. It consists of a plurality of upright iron rods in a spaced arrangement, an intermediate connecting plate inserted and fixed at the intermediate position of the iron rods, and an upper end connecting plate fixed to the upper end of the iron rods, and one movable side. The pillar is composed of a plurality of spaced apart iron rods that are vertically movably inserted between the intermediate and upper end connecting plates of the fixed side pillar, and a connecting member that connects the upper ends of the iron rods. The connecting member is formed with a portion for inserting a hairpin, and furthermore, at least one of the intermediate and upper end connecting plates of the fixed side support is provided with a portion for restraining the movable side support at an arbitrary adjustment position. A support for assembling foundation reinforcing bars, characterized by being equipped with a restraining mechanism.
JP15660680U 1980-10-31 1980-10-31 Support for foundation reinforcement assembly Expired JPS5932685Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15660680U JPS5932685Y2 (en) 1980-10-31 1980-10-31 Support for foundation reinforcement assembly

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15660680U JPS5932685Y2 (en) 1980-10-31 1980-10-31 Support for foundation reinforcement assembly

Publications (2)

Publication Number Publication Date
JPS5778344U JPS5778344U (en) 1982-05-14
JPS5932685Y2 true JPS5932685Y2 (en) 1984-09-12

Family

ID=29515751

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15660680U Expired JPS5932685Y2 (en) 1980-10-31 1980-10-31 Support for foundation reinforcement assembly

Country Status (1)

Country Link
JP (1) JPS5932685Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61225469A (en) * 1985-03-28 1986-10-07 清水建設株式会社 Foundation reinforced pillar

Also Published As

Publication number Publication date
JPS5778344U (en) 1982-05-14

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