JPH02183047A - Sleeve fixture - Google Patents
Sleeve fixtureInfo
- Publication number
- JPH02183047A JPH02183047A JP188889A JP188889A JPH02183047A JP H02183047 A JPH02183047 A JP H02183047A JP 188889 A JP188889 A JP 188889A JP 188889 A JP188889 A JP 188889A JP H02183047 A JPH02183047 A JP H02183047A
- Authority
- JP
- Japan
- Prior art keywords
- sleeve
- base
- inlet
- cut
- diameter
- 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.)
- Pending
Links
- 239000007779 soft material Substances 0.000 claims 1
- 230000003014 reinforcing effect Effects 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 230000035515 penetration Effects 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 101100008046 Caenorhabditis elegans cut-2 gene Proteins 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、RC工事の施工時に用いるもので、柱・梁・
床・壁・暗渠等々の貫通部位に、スリーブを正確・確実
に固定し、施工を容易にする事を目的とする。[Detailed description of the invention] The present invention is used when constructing RC construction.
The purpose is to accurately and reliably fix sleeves to penetration areas such as floors, walls, culverts, etc., making construction easier.
在来のRC工法では、A1紙製等のスリーブを梁・壁等
の厚み、巾等に合わせ、なるべく正確に切断し、配筋中
より小さければ、配筋組鉄筋の間から挿入し、仮枠へ直
に釘で打ちf−目する。仮枠とスリーブの間隙があれば
テープ等で巻き埋める。In the conventional RC construction method, a sleeve made of A1 paper or the like is cut as accurately as possible according to the thickness and width of the beam or wall, etc., and if it is smaller than the reinforcing steel, it is inserted between the reinforcing bars in the reinforcement assembly and temporarily cut. Nail directly into the frame f-th. If there is a gap between the temporary frame and the sleeve, wrap it with tape, etc. and fill it.
B、スリーブ径より配筋中が大きければ、組まれた鉄筋
に仮止めして、配筋後、Aと同様な方法で施工する。C
,ABを併用しながら、仮枠の外よりスリーブの内径に
釘を正確に打ち込み脱落を防ぐようにする。B: If the diameter of the reinforcement is larger than the diameter of the sleeve, temporarily fasten it to the assembled reinforcing bars, and after arranging the reinforcement, carry out construction in the same manner as in A. C
, AB in combination, nails are accurately driven into the inner diameter of the sleeve from outside the temporary frame to prevent it from falling off.
この様な施工では、作業が非常に困グイ仁であり、固定
が不確実であるのと、コンクリート打設時の流入圧(横
・押圧等)による、仮枠の拡張・バイブルータ−による
震動、その池により、スリーブは位置から移動を始め、
仮枠より離れたり、変位しなり、最悪の時には完全に埋
没することになりその後の処理には莫大な費用が掛るこ
とになる。In this kind of construction, the work is extremely difficult, the fixing is uncertain, and the expansion of the temporary frame due to the inflow pressure (lateral, pressing, etc.) during concrete pouring and vibration caused by the vibration router. , due to which the sleeve starts to move from the position,
It may move away from the temporary frame, be displaced, or in the worst case, be completely buried, resulting in huge costs for subsequent treatment.
つまり、仮枠をはずした時に、0貫通部が判らない。■
スリーブ内にコトクリートが詰まっている。■スリーブ
が完全に不明になっている。等々が生じている。その対
処の方法として、再計測をし、貫通部(スリーブ)を探
し出す、それが、大いに狂っていると、そのスリーブを
収出し孔埋めをし、指定位置にドリル、又は1手で削孔
する。In other words, when the temporary frame is removed, the zero penetration part cannot be determined. ■
Cotocrete is stuck inside the sleeve. ■The sleeve is completely unknown. etc. are occurring. The way to deal with this is to re-measure and find the penetration part (sleeve), and if it is too out of place, remove the sleeve, fill the hole, and drill at the specified position, or drill the hole by hand. .
ドリルの場合は鉄筋を切断する場合が生じ、構造体に傷
をつけかねない、又、手で削孔する場合は非常に時間を
要することになる、又、費用も莫大なものとなる。In the case of a drill, the reinforcing steel may be cut, which may damage the structure, and if the hole is drilled by hand, it will take a very long time and cost a lot of money.
本発明の実施例を粱C二ついて説明すると、あ八かしめ
仮枠に墨出しされた位置へ、基盤1に設けた目安計りの
イ、カット・口、釘孔・ハ、線等を用い正確に宛行、
釘又は、タッカ−等で+Lめる次にスリーブは、梁巾よ
り短めに切断する。 Aスリーブ径より鉄筋の組巾が広
い場合は、配置後B、スリーブ径より侠い場合は、フー
プ筋内に仮に納める。鉄筋の配置か完了したら、基盤1
の導入口2にスリーブの一方を挿入し、一方は反対側の
基盤1、の導入口2に宛行、導入口2を引っ張ると、伸
縮部3か伸びてスリーブを包み込むことになる。 先に
入れた部分も同様にすることでスリーブは、指定位置に
正確に納まることになる9本発明を用いると施工が誰に
も簡単、迅速、かつ能率的に行うことが出来、経済効果
は大であるTo explain the embodiment of the present invention using two Cs, it is possible to accurately move to the marked positions on the temporary caulking frame by using the guide gauge A, cut/opening, nail hole/C, line, etc. provided on the base 1. Addressed to,
Tighten with a nail or tacker, then cut the sleeve to a length shorter than the beam width. If the width of the reinforcing bar is wider than the sleeve diameter, place it in B after placing it. If it is narrower than the sleeve diameter, temporarily put it in the hoop bar. After completing the placement of reinforcing bars, base 1
One side of the sleeve is inserted into the introduction port 2 of the base 1 on the opposite side, and when the introduction port 2 is pulled, the elastic part 3 will extend and wrap around the sleeve. By doing the same with the part that was inserted first, the sleeve will be accurately placed in the specified position. large
第1図 スリーブ用具の斜視図(沖ひな時〉1、基盤
イ、カット
ロ、針孔
ハ、線
第2図
第3図
2、導入口
3、伸縮部
断面図(縮めな時)
1、基盤 イ、カット−2,導入口
口、釘孔 3.伸縮部
ハ、線
施工断面図 1.基盤
A、スリーブ
B、鉄筋
C9仮枠Figure 1 Perspective view of sleeve tool (Hinatoki Oki) 1, Base
A, cut hole, needle hole C, line Figure 2, Figure 3, Figure 2, introduction port 3, cross-sectional view of the expandable part (when not retracted) 1, base A, cut-2, introduction port, nail hole 3. Expandable part C, line construction cross-sectional view 1. Base A, sleeve B, reinforcing bar C9 temporary frame
Claims (1)
るための装備をもち、その基盤上に、筒状で伸縮する装
置を具備した、スリーブ取付用具。A sleeve mounting tool made of a suitably hard and soft material, equipped with equipment to facilitate mounting on a base, and equipped with a cylindrical expandable device on the base.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP188889A JPH02183047A (en) | 1989-01-08 | 1989-01-08 | Sleeve fixture |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP188889A JPH02183047A (en) | 1989-01-08 | 1989-01-08 | Sleeve fixture |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02183047A true JPH02183047A (en) | 1990-07-17 |
Family
ID=11514114
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP188889A Pending JPH02183047A (en) | 1989-01-08 | 1989-01-08 | Sleeve fixture |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02183047A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06288091A (en) * | 1992-03-05 | 1994-10-11 | Mito Kogyo Kk | Communicating pipe installing apparatus |
-
1989
- 1989-01-08 JP JP188889A patent/JPH02183047A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH06288091A (en) * | 1992-03-05 | 1994-10-11 | Mito Kogyo Kk | Communicating pipe installing apparatus |
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