JPH0337602B2 - - Google Patents
Info
- Publication number
- JPH0337602B2 JPH0337602B2 JP16548385A JP16548385A JPH0337602B2 JP H0337602 B2 JPH0337602 B2 JP H0337602B2 JP 16548385 A JP16548385 A JP 16548385A JP 16548385 A JP16548385 A JP 16548385A JP H0337602 B2 JPH0337602 B2 JP H0337602B2
- Authority
- JP
- Japan
- Prior art keywords
- connecting member
- main
- screw shaft
- wire mesh
- lath wire
- 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
- 230000002787 reinforcement Effects 0.000 claims description 19
- 230000000149 penetrating effect Effects 0.000 claims description 7
- 238000009415 formwork Methods 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 2
- 210000003205 muscle Anatomy 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000003466 welding Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野〕
本発明は、地中梁を構築する場合に当該地中梁
用鉄骨構造体の左右両側にコンクリート型枠板の
代わりに張設されるラス金網を前記鉄骨構造体か
ら吊り下げるための吊り下げ装置に関するもので
ある。Detailed Description of the Invention (Industrial Field of Application) The present invention relates to a lath that is stretched in place of concrete formwork plates on both left and right sides of a steel frame structure for underground beams when constructing underground beams. The present invention relates to a hanging device for hanging a wire mesh from the steel structure.
(従来の技術及びその問題点)
従来は前記ラス金網を鉄骨構造体から吊り下げ
るために、当該鉄骨構造体に左右一対の支持杆の
下端部を夫々溶接により固着し、当該支持杆の上
端部に横杆を支持させ、この横杆の両端に、ラス
金網の上端を固着した棧木を釘止めしていた。こ
のような方法では現場での溶接作業が必要なため
にコストがかかり、しかも作業能率を高めること
が出来なかつた。(Prior art and its problems) Conventionally, in order to suspend the lath wire mesh from a steel structure, the lower ends of a pair of left and right support rods are fixed to the steel structure by welding, and the upper ends of the support rods are fixed to the steel structure by welding. A horizontal rod was supported, and a piece of wood to which the upper end of the lath wire mesh was fixed was nailed to both ends of the horizontal rod. This method requires on-site welding work, which is costly, and also fails to improve work efficiency.
(問題点を解決するための手段)
本発明の上記のような従来の問題点を解決し得
るラス金網吊り下げ装置を提案するものであつ
て、その特徴は、地中梁用鉄骨構造体の上側左右
一対の主筋に夫々に結合する一対の連結部材と、
この両連結部材に夫々螺軸を介して高さ調整可能
に支持されるラス金網吊り下げ用横杆とから成
り、前記連結部材には、前記主筋に対し横から嵌
合させるための横開き嵌係止穴と、前記螺軸を螺
合貫通させる上下方向貫通ねじ穴、及びこの連結
部材が前記主筋を中心に内方へ回転するのを前記
鉄筋構造体に於けるフープ筋に当接して阻止する
回転止め部分を設け、前記上下方向貫通ねじ穴
は、これに螺合貫通する前記螺軸の下端を前記横
開き嵌係止穴に嵌合する主筋に押圧させ得る位置
に設けた点にある。(Means for Solving the Problems) The present invention proposes a lath wire mesh hanging device that can solve the above-mentioned conventional problems, and its features are as follows: a pair of connecting members that are respectively connected to the upper left and right pair of main reinforcements;
These two connecting members each include a horizontal rod for hanging a lath wire mesh that is supported via a screw shaft so that the height can be adjusted, and the connecting member has a side opening fitting for fitting the main reinforcement from the side. a locking hole, a vertically penetrating screw hole through which the screw shaft is screwed and passed through, and the connecting member is prevented from rotating inwardly around the main reinforcement by coming into contact with a hoop reinforcement in the reinforcing steel structure. a rotation stopper portion is provided, and the vertically penetrating screw hole is provided at a position where the lower end of the screw shaft that is screwed into and passes through the screw hole can be pressed against the main reinforcing rod that is fitted into the horizontally opening fitting and locking hole. .
(作用)
上記のような本発明装置に於いては、前記連結
部材を地中梁用鉄骨構造体の上側主筋夫々に横開
き嵌係止穴を利用して横から嵌合させた状態で、
当該連結部材の上下方向貫通ねじ穴に下端部を螺
合貫通させた螺軸を螺進させてその下端を主筋に
押圧させることにより、連結部材を前記主筋に固
定することが出来る。そして前記螺軸の上端部に
より前記横杆を所定高さに支持させ、ラス金網の
上端の固着した棧木を前記横杆の両端夫々に釘止
め等の方法で固着することにより、当該ラス金網
を鉄骨構造体の左右両側に吊り下げることが出来
る。又は、前記横杆の端部にラス金網吊り下げ用
棧木を釘止めする場合、前記連結部材が主筋に対
して内方へ回転するのを前記回転止め部分が阻止
するので、前記横杆が螺軸及び連結部材と共に釘
打ち方向へ回倒することがない。(Function) In the device of the present invention as described above, when the connecting member is fitted from the side to each of the upper main reinforcements of the underground beam steel structure using the horizontally opening fitting holes,
The connecting member can be fixed to the main reinforcement by screwing a screw shaft whose lower end is threaded through the vertically penetrating screw hole of the connecting member and pressing the lower end against the main reinforcement. Then, the horizontal rod is supported at a predetermined height by the upper end of the screw shaft, and the fixed pieces of wood at the upper end of the lath wire mesh are fixed to both ends of the horizontal rod by a method such as nailing. can be suspended on both the left and right sides of the steel structure. Alternatively, when nailing a lath wire mesh hanging rod to the end of the horizontal rod, the rotation preventing portion prevents the connecting member from rotating inwardly with respect to the main reinforcement, so that the horizontal rod is There is no possibility of turning the screw shaft and the connecting member in the nailing direction.
(実施例)
以下に本発明の一実施例を添付の例示図に基づ
いて説明する。(Example) An example of the present invention will be described below based on the attached illustrative drawings.
第1図及び第2図に於いて、1は夫々同一構造
の連結部材であつて、第3図に示すように門形部
分2の両脚部3a,3bの一側縁から斜め下方に
横開き嵌係止穴4を切込み形成すると共に、当該
両脚部3a,3bの下端から左右両外側へ直角に
回転止め部分5を連設し、更に門形部分2の天井
部6には、溶接により固着したナツト7を利用し
て上下方向貫通ねじ穴を設けたものである。8は
前記連結部材1の貫通ねじ穴(ナツト7のねじ
穴)に下端部が螺合貫通する螺軸であつて、受け
座9と固定用ナツト10とが螺嵌されている。1
1は横杆であつて、左右2箇所には前記螺軸8が
貫通する上下方向貫通穴12を備えている。13
はコンクリート型枠板として利用されるラス金網
であつて、その上端には吊り下げ用棧木14が予
め取り付けられる。 In FIGS. 1 and 2, reference numeral 1 denotes a connecting member having the same structure, and as shown in FIG. A locking hole 4 is cut and a rotation stopper part 5 is provided at right angles from the lower ends of the legs 3a and 3b to the left and right outer sides, and is fixed to the ceiling part 6 of the portal part 2 by welding. A vertically penetrating screw hole is provided using the nut 7. Reference numeral 8 denotes a screw shaft whose lower end is screwed into and passes through the through screw hole of the connecting member 1 (the screw hole of the nut 7), and a receiving seat 9 and a fixing nut 10 are screwed into the screw shaft. 1
Reference numeral 1 denotes a horizontal rod, which is provided with vertical through holes 12 at two locations on the left and right, through which the screw shaft 8 passes. 13
is a lath wire mesh used as a concrete formwork board, and a hanging bar 14 is attached in advance to its upper end.
前記連結部材1は、第1図及び第2図に示すよ
うに地中梁用鉄骨構造体15の上側左右一対の主
筋16a,16bに、フープ筋17に隣接する位
置で横開き嵌係止穴4を利用して横から嵌合し、
左右何れか一方の回転止め部分5の一側縁を前記
フープ筋17の内側に当接させた状態で螺軸8を
下方へ螺進させ、当該螺軸8の下端を前記主筋1
6a,16bの上面に押圧させることにより当該
主筋16a,16bに固定する。このとき主筋1
6a,16bに対する連結部材1の左右向きに関
係なく螺軸8が略垂直に立つように前記回転止め
部分5の巾(横開き嵌係止穴5に対する回転止め
部分5の側縁位置)が設定されている。 As shown in FIGS. 1 and 2, the connecting member 1 has horizontally opening fitting holes in a pair of left and right main reinforcements 16a and 16b on the upper side of the steel structure for underground beams 15 at positions adjacent to hoop reinforcements 17. Use 4 to fit from the side,
With one side edge of either the left or right rotation stopper portion 5 in contact with the inside of the hoop reinforcement 17, the screw shaft 8 is screwed downward, and the lower end of the screw shaft 8 is attached to the main reinforcement 1.
It is fixed to the main reinforcing bars 16a, 16b by pressing the upper surfaces of the bars 6a, 16b. At this time, main reinforcement 1
The width of the rotation stopper part 5 (the position of the side edge of the rotation stopper part 5 with respect to the horizontal opening fitting locking hole 5) is set so that the screw shaft 8 stands approximately vertically regardless of the horizontal orientation of the connecting member 1 with respect to 6a and 16b. has been done.
上記のように両主筋16a,16bに夫々連結
部材1を固定したならば、両連結部材1から夫々
立ち上がつている螺軸8を貫通穴12に挿通する
ように横杆11を両螺軸8に嵌合させると共に受
け座9に支持させ、この受け座9の高さ調整によ
り横杆11の高さと水平度を調整した後、ナツト
10を各螺軸8に螺嵌させて横杆11を両螺軸8
に固定する。次にラス金網13を吊り下げる棧木
14を横杆11の両端に夫々釘18を利用して固
定するが、同一の横杆11を螺軸8を介して支持
する左右一対の連結部材1の回転止め部分5がフ
ープ筋17に当接して、当該横杆11が螺軸8及
び連結部材1と共に左右何れ側へ回倒することも
阻止しているので、前記棧木14の釘打ち作業時
に横杆11が打ち叩き方向へ揺動することがな
い。 Once the connecting members 1 are fixed to both the main reinforcements 16a and 16b as described above, the horizontal rods 11 are fixed to both the screw shafts so that the screw shafts 8 rising from both the connecting members 1 are inserted into the through holes 12. 8 and supported by a receiving seat 9. After adjusting the height and horizontality of the horizontal rod 11 by adjusting the height of the receiving seat 9, the nuts 10 are screwed onto each screw shaft 8, and the horizontal rod 11 is fitted onto each screw shaft 8. Both screw shafts 8
Fixed to. Next, the rods 14 from which the lath wire mesh 13 is hung are fixed to both ends of the horizontal bars 11 using nails 18, respectively. Since the rotation stopper portion 5 comes into contact with the hoop bar 17 and prevents the horizontal bar 11 from rotating to either the left or right side together with the screw shaft 8 and the connecting member 1, it is possible to prevent the horizontal bar 11 from rotating to either the left or right side. The horizontal rod 11 does not swing in the striking direction.
尚、連結部材1の構造は限定されない。例えば
第4図に示すように略Jの字形に折曲させた板材
19の上端から内方へ直角に、ナツト7を溶接す
る上壁部20に連設し、この上壁部20と前記板
材19の下端屈曲部21との間を横開き嵌係止穴
4とすると共に、前記下端屈曲部21の下側に左
右両側に張り出す板材22を溶接により固着し、
この板材22の左右両端部を回転止め部分5とす
ることが出来る。又、螺軸8が螺合貫通する上下
方向貫通ねじ穴としてナツト7を利用したが、連
結部材1の板厚が十分であれば、直接ねじ穴を加
工することも出来るし、板厚が薄い場合でもバー
リング加工により筒状部分を設け、この筒状部分
の内周にねじ溝を加工してねじ穴とすることも出
来る。 Note that the structure of the connecting member 1 is not limited. For example, as shown in FIG. 4, a nut 7 is connected to the upper wall portion 20 to which the nut 7 is welded at a right angle inward from the upper end of the plate material 19 bent into a substantially J shape, and the nut 7 is connected to the upper wall portion 20 and the plate material. A laterally opening fitting locking hole 4 is formed between the lower end bent portion 21 of the lower end 19, and a plate material 22 extending on both left and right sides is fixed to the lower side of the lower end bent portion 21 by welding,
Both left and right end portions of this plate material 22 can be used as rotation stop portions 5. In addition, although the nut 7 was used as the vertically penetrating screw hole through which the screw shaft 8 is threaded, if the plate thickness of the connecting member 1 is sufficient, the screw hole can be directly machined, or if the plate thickness is thin. Even in this case, a cylindrical portion may be provided by burring, and a threaded groove may be formed on the inner periphery of this cylindrical portion to form a threaded hole.
(発明の効果)
以上のように本発明コンクリート型枠用ラス金
網の吊り下げ装置によれば、地中梁用鉄骨構造体
の上側左右一対の主筋を利用して簡単容易にラス
金網を吊り下げることが出来る。しかもラス金網
の上端棧木を取り付ける横杆の高さや水平度も自
在に調整することが出来、そしてこの横杆を左右
何れ側へも回倒出来ない状態に強固に支持し得る
ので、ラス金網を吊り下げる棧木を前記横杆端部
に釘止めする作業も確実容易に行うことが出来
る。(Effects of the Invention) As described above, according to the device for suspending lath wire mesh for concrete formwork of the present invention, lath wire mesh can be easily hung using the pair of upper left and right main reinforcements of the steel structure for underground beams. I can do it. Moreover, the height and horizontality of the horizontal rod to which the upper end of the lath wire mesh is attached can be adjusted freely, and the horizontal rod can be firmly supported so that it cannot be turned to either the left or right side. It is also possible to securely and easily nail the rod from which the frame is hung to the end of the horizontal rod.
第1図は縦断正面図、第2図は要部の側面図、
第3図及び第4図は連結部材の斜視図である。
1…連結部材、4…横開き嵌係止穴、5…回転
止め部分、7…上下方向貫通ねじ穴形成用ナツ
ト、8…螺軸、9…受け座、10…固定用ナツ
ト、11…横杆、13…ラス金網、14…棧木、
15…地中梁用鉄骨構造体、16a,16b…主
筋、17…フープ筋、18…釘。
Figure 1 is a longitudinal front view, Figure 2 is a side view of the main parts,
3 and 4 are perspective views of the connecting member. DESCRIPTION OF SYMBOLS 1... Connecting member, 4... Laterally opening fitting locking hole, 5... Rotation stopper part, 7... Vertically penetrating screw hole forming nut, 8... Screw shaft, 9... Receiving seat, 10... Fixing nut, 11... Horizontal Rod, 13... Lath wire mesh, 14... Saki,
15... Steel frame structure for underground beams, 16a, 16b... Main reinforcement, 17... Hoop reinforcement, 18... Nail.
Claims (1)
夫々結合する一対の連結部材と、この両連結部材
に夫々螺軸を介して高さ調整可能に支持されるラ
ス金網吊り下げ用横杆とから成り、前記連結部材
には、前記主筋に対し横から嵌合させるための横
開き嵌係止穴と、前記螺軸を螺合貫通させる上下
方向貫通ねじ穴、及びこの連結部材が前記主筋を
中心に内方へ回転するのを前記鉄筋構造体に於け
るフープ筋に当接して阻止する回転止め部分を設
け、前記上下方向貫通ねじ穴は、これに螺合貫通
する前記螺軸の下端を前記横開き嵌係止穴に嵌合
する主筋に押圧させ得る位置に設けて成るコンク
リート型枠用ラス金網の吊り下げ装置。1 A pair of connecting members that are connected to the upper left and right pair of main bars of the underground beam reinforcing structure, and horizontal rods for hanging lath wire mesh that are supported by both connecting members via screw shafts so that their height can be adjusted. The connecting member includes a horizontally opening fitting locking hole for laterally fitting into the main reinforcement, a vertically penetrating threaded hole through which the screw shaft is screwed, and the connecting member is connected to the main reinforcement. A rotation stopping portion is provided which abuts against a hoop muscle in the reinforcing steel structure and prevents it from rotating inwardly around A hanging device for a lath wire gauze for concrete formwork, which is provided at a position where it can be pressed against the main reinforcing bars fitted in the horizontally opening fitting and locking holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16548385A JPS6225620A (en) | 1985-07-25 | 1985-07-25 | Hanger for metal net lath for concrete formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16548385A JPS6225620A (en) | 1985-07-25 | 1985-07-25 | Hanger for metal net lath for concrete formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6225620A JPS6225620A (en) | 1987-02-03 |
| JPH0337602B2 true JPH0337602B2 (en) | 1991-06-06 |
Family
ID=15813258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16548385A Granted JPS6225620A (en) | 1985-07-25 | 1985-07-25 | Hanger for metal net lath for concrete formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6225620A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3269808B2 (en) * | 1998-08-24 | 2002-04-02 | 竹村工業株式会社 | Method for placing ready-mixed concrete and formwork apparatus used in the method |
-
1985
- 1985-07-25 JP JP16548385A patent/JPS6225620A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6225620A (en) | 1987-02-03 |
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