JPH0380948B2 - - Google Patents
Info
- Publication number
- JPH0380948B2 JPH0380948B2 JP59009571A JP957184A JPH0380948B2 JP H0380948 B2 JPH0380948 B2 JP H0380948B2 JP 59009571 A JP59009571 A JP 59009571A JP 957184 A JP957184 A JP 957184A JP H0380948 B2 JPH0380948 B2 JP H0380948B2
- Authority
- JP
- Japan
- Prior art keywords
- insert
- slab
- reinforcing bar
- threaded
- female thread
- 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
Links
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Joining Of Building Structures In Genera (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Description
【発明の詳細な説明】
この発明は鉄筋コンクリート構造の建築におい
て、間仕切用のコンクリートブロツクを一体化す
るための差し筋を取付ける方法に関するものであ
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for installing reinforcing bars for integrating partition concrete blocks in reinforced concrete construction.
従来は、コンクリートブロツクの差し筋は第1
図に示すように、L型に折曲した鉄筋1をその一
端をスラブ型枠2を貫通させさらに下方に突出さ
せ、他端をスラブ鉄筋3に沿わせて結束して逆L
字型の下向き差し筋1aとし、あるいは一端を上
方に向け他端をスラブ鉄筋に沿わせて結束してL
字型の床立上り差し筋1bとしていた。これらの
差し筋は、下向き差し筋にあつては、下の階のコ
ンクリートブロツク間仕切りの縦補強鉄筋の上端
にジヨイントし、また、立上り差し筋にあつて
は、上の階のコンクリートブロツク間仕切りの縦
補強鉄筋の下端にジヨイントするためのものであ
る。 Conventionally, the insertion reinforcement of concrete blocks was the first
As shown in the figure, a reinforcing bar 1 bent into an L shape is made to pass through the slab formwork 2 with one end and protrude further downward, and the other end is tied along the slab reinforcing bar 3 to make an inverted L shape.
Use a downward-pointing bar 1a in the shape of a letter, or tie it with one end pointing upwards and the other end along the slab reinforcing bar.
It was a letter-shaped floor rising insert 1b. These reinforcing bars are jointed to the upper ends of the vertical reinforcing bars of the concrete block partitions on the lower floor in the case of downward inserts, and are jointed to the vertical reinforcing bars of the concrete block partitions on the upper floor in the case of upright inserts. This is for jointing the lower end of reinforcing steel.
この方法では、下向き差し筋においては、スラ
ブ型枠を貫通するため後の型枠の脱型が困難で、
かつ、型枠自体に疵をつくり型枠を転用するには
不適当である欠点があり、他方、床立上り差し筋
においてはコンクリート打設時に倒れたり移動し
たりし易い欠点があつた。 In this method, the downward inserts penetrate the slab formwork, making it difficult to remove the formwork later.
Moreover, the formwork itself has the disadvantage that it is unsuitable for repurposing as it creates flaws, and on the other hand, the floor riser bars have the disadvantage that they tend to collapse or move during concrete pouring.
本発明は、これらの欠点を一挙に解決すること
を目的とする。 The present invention aims to solve these drawbacks all at once.
すなわち、本発明の要旨は、上面および下面に
めねじを有するインサートをスラブ型枠に仮止め
するとともに、少なくとも端部をねじ切りしたね
じ付鉄筋を前記めねじの上側からねじ込み立上り
差し筋となし、その後スラブコンクリートを打設
し、スラブ型枠を脱型した後、スラブ下面に露出
した前記インサートの下面のめねじに他のねじ付
鉄筋をねじ込み、このねじ付鉄筋を前記スラブの
下の階のコンクリートブロツク間仕切りの縦補強
鉄筋の上端にジヨイントするための下向き差し筋
となすことを特徴とするコンクリートブロツク用
差し筋の施工法にある。 That is, the gist of the present invention is to temporarily fix an insert having female threads on the upper and lower surfaces to a slab formwork, and to screw a threaded reinforcing bar with at least one end threaded from above the female thread to form an upright insert, After that, slab concrete is poured and the slab formwork is demolded, and another threaded reinforcing bar is screwed into the female thread on the lower surface of the insert exposed at the bottom of the slab, and this threaded reinforcing bar is attached to the floor below the slab. A method for constructing inserts for concrete blocks characterized by forming downward inserts for jointing to the upper ends of vertical reinforcing bars of concrete block partitions.
以下、本発明の実施例を図面を参照しながら説
明する。第2図はコンクリート打設に際して、仮
止め部5aを介して釘4等によりスラブ型枠2に
仮止めされたインサート5を示し、第3図はその
上面に設けた上部めねじ5cに少なくとも端部に
ねじ切りしたねじ付鉄筋6をねじ込み、ねじ付床
立上り差し筋6aとした状態を示す。なお、イン
サート5の下面にもめねじ5bが穿たれている。
この下部めねじ5bと上部めねじ5cは相互に貫
通していても差支えない。 Embodiments of the present invention will be described below with reference to the drawings. Fig. 2 shows the insert 5 temporarily fixed to the slab formwork 2 with nails 4 etc. through the temporary fixing part 5a during concrete pouring, and Fig. 3 shows the insert 5 temporarily fixed to the slab formwork 2 through the temporary fixing part 5a with the upper female thread 5c provided on the upper surface. A state in which a threaded reinforcing bar 6 that has been threaded is screwed into the section to form a threaded floor upright insert 6a is shown. Incidentally, the lower surface of the insert 5 is also provided with a female thread 5b.
The lower female thread 5b and the upper female thread 5c may penetrate through each other.
この状態において、コンクリートを打設し、型
枠を脱型した後、露出した下部めねじ5bに別の
ねじ付鉄筋6を下階からねじ込み、ねじ付下向き
差し筋6bとする(第4図)。なお、差し筋のね
じ込み長さは25mm程度が適当である。そして、こ
れらの差し筋にコンクリートブロツクのの縦補強
鉄筋8をラツプジヨイントし、コンクリートブロ
ツク9と、鉄筋コンクリートスラブとを一体化さ
せることはいうまでもない。 In this state, after concrete is poured and the formwork is removed, another threaded reinforcing bar 6 is screwed into the exposed lower female thread 5b from below to form a threaded downward insert bar 6b (Fig. 4). . Note that the appropriate length for screwing in the reinforcing bars is approximately 25 mm. It goes without saying that the longitudinal reinforcing bars 8 of the concrete block are wrapped around these inserts to integrate the concrete block 9 and the reinforced concrete slab.
上記方法に使用するインサートは上面および下
面にめねじを有すれば第5図に示すような従来の
もので差支えないが、好ましくは、インサートの
仮止め部5aは第6図に示すようにフランジ状で
あつて、インサート本体より側方に突出し、その
釘穴に挿通した釘を打込む際にハンマー7が当ら
ない程度の幅を有するものとする。すると、上部
めねじ5cを歪ませるようなことがなく、かつ、
差し筋6aを取付けたときの転倒に対する抵抗を
大きくする。 The insert used in the above method may be a conventional insert as shown in FIG. 5 as long as it has internal threads on the upper and lower surfaces, but preferably, the temporary fixing part 5a of the insert is attached to the flange as shown in FIG. The hole is shaped like a hole, projects laterally from the insert body, and has a width that prevents the hammer 7 from hitting the nail when driving a nail inserted into the hole. Then, the upper female thread 5c will not be distorted, and
To increase the resistance against falling when insert reinforcing bars 6a are attached.
以上、本発明の方法によれば、型枠に貫通孔を
設ける必要がなく、かつ、差し筋が倒れたり移動
したりする恐れが少ないから、型枠の転用に有利
で、かつ、施工を容易にする効果を有する。 As described above, according to the method of the present invention, there is no need to provide through holes in the formwork, and there is little fear that the reinforcing bars will collapse or move, so it is advantageous for reusing the formwork and facilitates construction. It has the effect of
第1図は従来のコンクリートブロツク用差し筋
の組立てを示す縦断面図であり、第2図ないし第
4図は本発明に係る方法の実施例を施工順に示す
縦断面図である。第5図はおよび第6図は、本発
明に使用するインサートを示す立面図である。
1……L型鉄筋、1a……下向き差し筋、1b
……床立上り差し筋、2……スラブ型枠、3……
スラブ鉄筋、4……釘、5……インサート、5a
……仮止め部(フランジ)、5b……下部めねじ、
5c……上部めねじ、6……ねじ付鉄筋(コンク
リートブロツク用差し筋)、6a……ねじ付床立
上り差し筋、6b……ねじ付下向き差し筋、7…
…ハンマー、8……縦補強鉄筋、9……コンクリ
ートブロツク。
FIG. 1 is a longitudinal sectional view showing the assembly of conventional concrete block inserts, and FIGS. 2 to 4 are longitudinal sectional views showing embodiments of the method according to the present invention in the order of construction. FIGS. 5 and 6 are elevational views of inserts for use in the present invention. 1... L-shaped reinforcing bar, 1a... Downward insert bar, 1b
...Floor riser, 2...Slab formwork, 3...
Slab reinforcing bar, 4...nail, 5...insert, 5a
...temporary fixing part (flange), 5b...lower female thread,
5c...Top female thread, 6...Threaded reinforcing bar (concrete block insert), 6a...Threaded floor rising bar, 6b...Threaded downward insert bar, 7...
...Hammer, 8...Vertical reinforcing bars, 9...Concrete block.
Claims (1)
をスラブ型枠に仮止めするとともに、少なくとも
端部をねじ切りしたねじ付鉄筋を前記めねじの上
側からねじ込み立上り差し筋となし、その後スラ
ブコンクリートを打設し、スラブ型枠を脱型した
後、スラブ下面に露出した前記インサートの下面
のめねじに他のねじ付鉄筋をねじ込み、このねじ
付鉄筋を前記スラブの下の階のコンクリートブロ
ツク間仕切りの縦補強鉄筋の上端にジヨイントす
るための下向き差し筋となすことを特徴とするコ
ンクリートブロツク用差し筋の施工法。1. Temporarily fasten an insert with female threads on the upper and lower surfaces to the slab formwork, and screw a threaded reinforcing bar with at least one end threaded from above the female thread to serve as a standing bar, and then pour slab concrete. , After demolding the slab formwork, screw another threaded reinforcing bar into the female thread on the bottom surface of the insert exposed on the bottom surface of the slab, and use this threaded reinforcing bar as a vertical reinforcement reinforcing bar of the concrete block partition on the floor below the slab. A construction method for a concrete block insert, which is characterized by forming a downward insert for jointing at the upper end.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP957184A JPS60156838A (en) | 1984-01-24 | 1984-01-24 | Construction method of insert for concrete block and insert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP957184A JPS60156838A (en) | 1984-01-24 | 1984-01-24 | Construction method of insert for concrete block and insert |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS60156838A JPS60156838A (en) | 1985-08-17 |
| JPH0380948B2 true JPH0380948B2 (en) | 1991-12-26 |
Family
ID=11723983
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP957184A Granted JPS60156838A (en) | 1984-01-24 | 1984-01-24 | Construction method of insert for concrete block and insert |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS60156838A (en) |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5228329U (en) * | 1975-08-20 | 1977-02-28 |
-
1984
- 1984-01-24 JP JP957184A patent/JPS60156838A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS60156838A (en) | 1985-08-17 |
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