JPS6220601Y2 - - Google Patents

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Publication number
JPS6220601Y2
JPS6220601Y2 JP5290282U JP5290282U JPS6220601Y2 JP S6220601 Y2 JPS6220601 Y2 JP S6220601Y2 JP 5290282 U JP5290282 U JP 5290282U JP 5290282 U JP5290282 U JP 5290282U JP S6220601 Y2 JPS6220601 Y2 JP S6220601Y2
Authority
JP
Japan
Prior art keywords
support
piece
temporary
wedge
opening
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
JP5290282U
Other languages
Japanese (ja)
Other versions
JPS58156842U (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 JP5290282U priority Critical patent/JPS58156842U/en
Publication of JPS58156842U publication Critical patent/JPS58156842U/en
Application granted granted Critical
Publication of JPS6220601Y2 publication Critical patent/JPS6220601Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は、コンクリート建築物の階上の床部
分と梁部とを同時に形成する際に、梁部を形成す
る仮枠体における仮側板の上縁に係止させてスラ
ブ面形成のための仮床板を載置するための工事用
梁を支承すると共に、仮側板相互を一定幅にて挾
持固定し、その拡開の防止をも図ることができる
コンクリート建築工事用梁の受具に関するもので
ある。
[Detailed description of the invention] This invention is based on a method that, when simultaneously forming the upper floor part and the beam part of a concrete building, locks the upper edge of the temporary side plate of the temporary frame that forms the beam part. A beam for concrete construction work that can support construction beams on which temporary floor boards are placed to form slab surfaces, and can also clamp and fix temporary side boards at a fixed width to prevent them from expanding. This relates to a receiver.

コンクリート建築物の工事において天井あるい
は階上の床部分を形成する場合、コンクリートを
打設する仮床板はパネル等を敷き並べて構成する
のが通常であるが、この仮床板を支えるのは根太
や大引を介した工事用梁であり、この工事用梁は
サポートによつて支持されるものであつた。しか
しながら、このような在来工法によつたのでは非
常に多くのサポートが必要となり、しかも工事用
梁の下方に形成される空間もいきおい小さなもの
とならざるを得ないことから、工事を進める際に
支障をきたす一因ともなつていた。
When forming ceilings or floors above floors in the construction of concrete buildings, the temporary floorboards on which concrete is poured are usually constructed by laying panels, etc., but these temporary floorboards are supported by joists and This construction beam was supported by supports. However, using such conventional construction methods requires a large amount of support, and the space formed under the construction beams must also be extremely small. It was also one of the causes of problems.

従来工法のこのような課題を解決するものとし
ては、コンクリート建築物の階上の床部分と梁部
とを同時に形成するに際し、梁部を形成すべく構
枠された仮枠体における仮側板の上縁に工事用梁
の受金具を固定し、この受金具にて工事用梁の両
端を支持するものなどが提案されてきた。しかし
ながら、この受金具を用いて工事用梁を支持する
場合、仮枠体の仮側板には階上の床部分を構成す
る仮床板、あるいは根太、太引、工事用梁、さら
には打設コンクリートなどの荷重が仮側板の上縁
に集中することになることから、仮側板の強度を
極めて大きなものとすることが必要不可欠とな
り、合板を単に組合わせて構枠するに過ぎない従
来からある仮側板を用いたのではこれが拡開し、
ひいては仮枠体自体が破壊されてしまうおそれが
あつた。
To solve these problems with conventional construction methods, when simultaneously forming the upper floor part and the beam part of a concrete building, the temporary side plate of the temporary frame that is framed to form the beam part is used. It has been proposed that a receiving metal fitting for a construction beam is fixed to the upper edge and that both ends of the construction beam are supported by this receiving metal fitting. However, when supporting construction beams using these brackets, the temporary side panels of the temporary frame can be used with temporary floor boards that make up the floor part of the upper floor, joists, thick hikiki, construction beams, and even poured concrete. Since the loads such as If you use a side plate, this will expand,
Furthermore, there was a risk that the temporary frame itself would be destroyed.

この考案は、このような問題点に鑑みて、仮枠
体自体の強度が従来並みであつても工事用梁を支
持することができ、しかも仮枠体の大きさにもよ
く適応し、かつ確実に挾持することができる受具
を提供すべく案出されたもので、要旨とするとこ
ろは側面略7字形を呈する懸掛部を縦断面略逆U
字形に形成した保持体部の開口一方側に固着し、
この保持体部における両垂設板の各々にはそれぞ
れ楔用孔と上下方向に開口部を有する支持片とを
設けることで形成した受具本体と、筒体における
筒方向での上側面上には翼設片をあらかじめ筒体
と連通する楔用孔を設けて立設し、筒体の両側面
には上下方向に開口部を有する支持片を設けるこ
とで形成した固定具本体とを、1対の支杆を連結
片にて連結して形成した支持体を受具本体につい
ては各支持片に挿通し、固定具本体については各
支持片に挿通軸支することで縦架して連結自在と
したことにある。
In view of these problems, this invention was designed to support construction beams even if the strength of the temporary frame itself is on the same level as before, and is well adapted to the size of the temporary frame. It was devised to provide a holder that can be held securely.
It is fixed to one side of the opening of the holding body formed in the shape of a letter.
Each of the hanging plates in this holding body part has a receiving body formed by providing a wedge hole and a supporting piece having an opening in the vertical direction, and a receiving body formed by providing a wedge hole and a support piece having an opening in the vertical direction, and 1 is a fixing device body formed by installing a wing setting piece in advance with a wedge hole that communicates with the cylinder body, and providing support pieces having openings in the vertical direction on both sides of the cylinder body. A support formed by connecting a pair of support rods with a connecting piece can be inserted into each support piece for the receiver body, and can be vertically hung and connected by inserting it into each support piece and supporting the fixture body. The reason is that

以下、この考案の一実施例を図面に基づいて説
明する。
An embodiment of this invention will be described below based on the drawings.

すなわち、この考案に係る受具は、受具本体
1、固定具本体2、支持体3、そしてこれらの部
材に固定手段として用いられる楔4,5とピン6
とから構成されている。
That is, the receiver according to this invention includes a receiver body 1, a fixture body 2, a support body 3, and wedges 4, 5 and pins 6 used as means for fixing these members.
It is composed of.

受具本体1は、下方へ垂下した係止片7を上部
に有し、両側には背部方向へと折返されている補
強片8を有して側面略7字形を呈する懸掛部9
と、この懸掛部9に前記補強片8に挾持されるご
とくして一体的に固着された保持体部10とから
構成されている。この保持体部10は、縦断面略
逆U字形を呈しており、保持体部10の両垂設板
11における懸掛部9寄りである一方の開口側に
は、それぞれ打込まれるべき楔4の縦断面形状に
対応させて穿設された楔用孔12を有し、楔4の
挿入係止を自在なものとしている。図示例によれ
ば、楔4の縦断面形状が略倒L字形であることか
ら、楔用孔12もこれに対応させた形状のものと
して穿設してある。保持体部10の両垂設板11
における他方の開口側には、それぞれ略コ字形を
呈する支持片13を上下方向に開口部14を位置
せしめて付設されている。
The receiver main body 1 has a locking piece 7 hanging downward on the upper part, and has reinforcing pieces 8 on both sides that are folded back toward the back, and has a hanging part 9 that has a substantially 7-shaped side surface.
and a holder part 10 which is integrally fixed to the hanging part 9 by being held by the reinforcing piece 8. This holding body part 10 has a substantially inverted U-shape in longitudinal section, and one opening side of both hanging plates 11 of the holding body part 10, which is closer to the hanging part 9, is provided with a wedge 4 to be driven. It has a wedge hole 12 formed corresponding to the longitudinal cross-sectional shape, so that the wedge 4 can be inserted and locked freely. According to the illustrated example, since the vertical cross-sectional shape of the wedge 4 is approximately an inverted L-shape, the wedge hole 12 is also formed in a shape corresponding to this. Both hanging plates 11 of the holding body part 10
Support pieces 13 each having a substantially U-shape are attached to the other side of the opening, with an opening 14 positioned in the vertical direction.

固定具本体2は、縦断面略ロ字形の筒体15
と、この筒体15の上側面の筒方向に立設した翼
設片16と、筒体15の両側面端部に前記受具本
体1の支持片13と同様にして設けられて開口部
14を有している支持片17とから成り、翼設片
16とこれに隣接する筒体15の一部とには、楔
5を打込むための楔用孔18が一体的に設けられ
ている。翼設片16は、筒体15の開口一側縁と
端縁を一致させて直上する当接縁19と、ピン6
を挿通して係止する係止孔23とを有している。
The fixing device main body 2 has a cylindrical body 15 having a substantially square-shaped longitudinal section.
A wing setting piece 16 is provided upright in the cylindrical direction on the upper surface of the cylindrical body 15, and an opening 14 is provided at the ends of both side surfaces of the cylindrical body 15 in the same manner as the support pieces 13 of the receiver main body 1. A wedge hole 18 for driving a wedge 5 is integrally formed in the wing setting piece 16 and a part of the cylinder body 15 adjacent thereto. . The wing setting piece 16 has an abutting edge 19 that is directly above the opening side edge of the cylindrical body 15 and an end edge thereof, and a pin 6.
It has a locking hole 23 through which it is inserted and locked.

受具本体1と固定具本体2とに縦架される支持
体3は、1対の支杆20とこの支杆20相互を連
結する連結片21とから成り、支杆20の断面形
状はコ字形を呈して形成され、開口側をそれぞれ
反対がわに位置させることで支杆20相互の外側
適位置に連結片21を介在させて連結する。連結
片21は、支杆20相互に適間隔、すなわち前記
受具本体1の各支持片13と固定具本体2の各支
持片17とに1対の支杆20が挿通自在にスライ
ドできる間隔を形成することができ、かつ支杆2
0相互を固定して連結できるものであればよい。
また、相対向している支杆20の対向面相互の下
側部には、ピン6を挿通させるべく上下方向に複
数個のピン挿通用孔22がその位置関係を一致さ
せて設けれている。
The support body 3, which is vertically suspended between the receiver body 1 and the fixture body 2, is composed of a pair of support rods 20 and a connecting piece 21 that connects the support rods 20 to each other, and the cross-sectional shape of the support rods 20 is as follows. The support rods 20 are connected to each other by interposing connection pieces 21 at appropriate positions on the outer sides of the support rods 20 by locating the opening sides on opposite sides. The connecting pieces 21 are arranged at appropriate intervals between the supporting rods 20, that is, the spacing is such that the pair of supporting rods 20 can be slid freely through each supporting piece 13 of the receiver main body 1 and each supporting piece 17 of the fixture main body 2. can be formed and supports 2
0 may be used as long as they can be fixedly connected to each other.
In addition, a plurality of pin insertion holes 22 are provided in the lower portions of the opposing surfaces of the support rods 20 in the vertical direction so that the pin 6 can be inserted therethrough, with their positional relationship matching. .

なお、受具本体1に打込んで工事用梁Bを支承
して固定する楔4は、鎖体等を介して例えば懸掛
部9適位置に連結し、固定具本体2に用いられる
ピン6と楔5とは、これも鎖体等を介して例えば
翼設片16の適位置に連結させておくこともでき
る。
Note that the wedge 4 driven into the fixture body 1 to support and fix the construction beam B is connected to, for example, a hanging part 9 at an appropriate position via a chain or the like, and is connected to the pin 6 used in the fixture body 2. The wedge 5 can also be connected, for example, to a suitable position on the wing piece 16 via a chain or the like.

次にこれが使用について第2図と第3図とを参
照して説明するならば、以下のとおりである。
The use of this will now be described with reference to FIGS. 2 and 3.

コンクリートCを打設して梁部を形成すべく構
枠された仮底板31と仮側板32とから成る仮枠
体30のうち、仮側板32の上縁適位置に受具本
体1を懸掛部9の係止片7を介して係止させる。
しかる後、受具本体1における保持体部10内に
工事用梁Bの端部を挿入し、楔用孔12を介して
楔4を打込むことによりこれを支承固定するもの
で、工事用梁Bの他端部も同様にして他の受具本
体1に固定される。一方、仮枠体30における仮
底板31を端太部材33を介して交差支持する大
引部材34には固定具本体2を外嵌し、前記受具
本体1との間を、夫々の支持片13,17を介し
て支持体3の各支杆20を縦架することで相互に
連結する。この支持体3は、仮枠体30の縦幅に
対応する適長さに位置決めし、かつ翼設片16の
係止孔23を介してピン6止めすることにより固
定具本体2の筒体15に抜落不能に軸支される。
固定具本体2は、嵌め入れた大引部材34に沿つ
て仮枠体30がわに強制的に移動させることによ
り、縦架状態にある支持体3と翼設片16の当接
縁19とを仮側板32に横架されている棧木35
に圧接せしめ、この圧接状態を維持すべく楔用孔
16に楔5を打込むことにより固定具本体2を大
引部材34に確実に固定すると共に、下側から押
し当てたサポートSを介して支持する。仮側板3
2に棧木35を介して圧接状態にある支持体3
は、これを構成する支杆20が断面コ字形を呈し
て高い強度を有しているので仮側板32への荷重
に抗してよくその開拡を阻止することができる。
また、1対の支杆20は連結片21にて固着され
ているから、受具本体1と固定具本体2とに対す
る支持体3の縦架作業も1回で行なうことがで
き、しかも、支杆20相互のピン挿通用孔22
と、この1対の支杆20の間に介在する翼設片1
6における係止孔23とはその位置を容易に対応
合致させることができるから、ピン6の挿通も極
めて容易に行なうことができ、作業能率の向上に
寄与するところ大である。以上は、仮枠体30に
おける反対側にある仮側板32に対しても全く同
様にして行なうものであり、仮枠体30における
仮側板32の拡開を阻止しつつ工事用梁B上の横
木36に仮床板Pを敷き並べ、このスラブ面と仮
枠体30内にコンクリート床とコンクリート梁と
を同時に形成すべくコンクリートCを打設するこ
とができる。
Of the temporary frame body 30 consisting of a temporary bottom plate 31 and a temporary side plate 32, which are framed to form a beam by pouring concrete C, the support body 1 is hung at an appropriate position on the upper edge of the temporary side plate 32. It is locked through the locking piece 7 of 9.
After that, the end of the construction beam B is inserted into the holding body part 10 of the receiver body 1, and the wedge 4 is driven through the wedge hole 12 to support and fix it. The other end of B is similarly fixed to another receiver main body 1. On the other hand, the fixing device main body 2 is externally fitted to the large tension member 34 that cross-supports the temporary bottom plate 31 of the temporary frame body 30 via the thick end member 33, and the respective supporting pieces The respective support rods 20 of the support body 3 are vertically mounted via 13 and 17 to connect them to each other. This support body 3 is positioned at an appropriate length corresponding to the vertical width of the temporary frame body 30, and is secured to the cylindrical body 15 of the fixture body 2 by fixing it with a pin 6 through the locking hole 23 of the wing installation piece 16. It is pivotally supported in such a way that it cannot be removed.
The fixing device body 2 is forcibly moved along the fitted large tension member 34 to the temporary frame 30, so that the support body 3 and the abutment edge 19 of the wing installation piece 16 in the vertical frame state are connected to each other. 35 which is suspended horizontally on the temporary side board 32
By driving the wedge 5 into the wedge hole 16 to maintain this pressure contact state, the fixture main body 2 is securely fixed to the large pull member 34, and the support S pressed from below To support. Temporary side plate 3
The support 3 is in pressure contact with 2 through the support 35.
Since the support rods 20 constituting this have a U-shaped cross section and have high strength, they can resist the load on the temporary side plates 32 and prevent them from expanding.
In addition, since the pair of support rods 20 are fixed by the connecting pieces 21, the work of vertically mounting the support body 3 on the support body 1 and the fixture body 2 can be done in one go. Pin insertion hole 22 between rods 20
and the wing installation piece 1 interposed between this pair of support rods 20.
Since its position can be easily matched with the locking hole 23 in 6, the pin 6 can be inserted very easily, which greatly contributes to improving work efficiency. The above is carried out in exactly the same way for the temporary side plate 32 on the opposite side of the temporary frame body 30, and the crossbar on the construction beam B is prevented from expanding in the temporary frame body 30. Temporary floor plates P are laid out on the slab surface 36, and concrete C can be placed on the slab surface and inside the temporary frame body 30 to form a concrete floor and a concrete beam at the same time.

以上述べたように、この考案によれば極めて小
数のサポートを使用し、かつ梁部形成用の仮枠体
自体の強度を特に強化することもなく階上の床部
分と梁部とを同時に形成することができ、しか
も、形成すべき梁部の所要の高さに弾力的に適応
させることもできるはもとより、その組立て、取
外しも容易であることから建築工事における作業
能率の向上に資するところ大である等の極めて優
れた実用的効果を奏することができる。
As mentioned above, according to this invention, the upper floor part and the beam part can be formed at the same time using an extremely small number of supports and without particularly strengthening the strength of the temporary frame itself for forming the beam part. In addition, it can be flexibly adapted to the required height of the beam to be formed, and it is easy to assemble and remove, which greatly contributes to improving work efficiency in construction work. It is possible to achieve extremely excellent practical effects such as.

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

図面はこの考案の一実施例を示すもので、第1
図は分解斜視図、第2図と第3図はいずれも使用
状態を示し、第2図はその斜視図、第3図は縦断
面図である。 1……受具本体、2……固定具本体、3……支
持体、4,5……楔、6……ピン、7……係止
片、8……補強片、9……懸掛部、10……保持
体部、11……垂設板、12……楔用孔、13…
…支持片、14……開口部、15……筒体、16
……翼設片、17……支持片、18……楔用孔、
19……当接縁、20……支杆、21……連結
片、22……ピン挿通用孔、23……係止孔、3
0……仮枠体、31……仮底板、32……仮側
板、33……端太部材、34……大引部材、35
……棧木、36……横木、B……工事用梁、C…
…コンクリート、P……仮床板、S……サポー
ト。
The drawing shows one embodiment of this invention.
The figure is an exploded perspective view, and both FIGS. 2 and 3 show the state of use, FIG. 2 is a perspective view, and FIG. 3 is a longitudinal sectional view. DESCRIPTION OF SYMBOLS 1... Receiver body, 2... Fixture main body, 3... Support body, 4, 5... Wedge, 6... Pin, 7... Locking piece, 8... Reinforcement piece, 9... Hanging part , 10... Holding body portion, 11... Vertical plate, 12... Wedge hole, 13...
...Support piece, 14...Opening, 15...Cylinder, 16
... wing installation piece, 17 ... support piece, 18 ... wedge hole,
19... Contact edge, 20... Support rod, 21... Connecting piece, 22... Pin insertion hole, 23... Locking hole, 3
0... Temporary frame body, 31... Temporary bottom plate, 32... Temporary side plate, 33... Thick member, 34... Large pull member, 35
...Sakigi, 36...Horizontal, B...Beam for construction, C...
...Concrete, P...Temporary floor board, S...Support.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 側面略7字形を呈する懸掛部を縦断面略逆U字
形に形成した保持体部の開口一方側に固着し、こ
の保持体部における両垂設板の各々にはそれぞれ
楔用孔と上下方向に開口部を有する支持片とを設
けることで形成した受具本体と、筒体における筒
方向での上側面上には翼設片をあらかじめ筒体と
連通する楔用孔を設けて立設し、筒体の両側面に
は上下方向に開口部を有する支持片を設けること
で形成した固定具本体とを、1対の支杆を連結片
にて連結して形成した支持体を受具本体について
は各支持片に挿通し、固定具本体については各支
持片に挿通軸支することで縦架して連結自在とし
たことを特徴とするコンクリート建築工事用梁の
受具。
A hanging portion having a 7-shaped side surface is fixed to one side of the opening of a holder portion having an approximately inverted U-shape in longitudinal section, and each of both hanging plates of this holder portion has a wedge hole and a vertically extending hole. A receiver main body is formed by providing a support piece having an opening, and a wing setting piece is provided upright on the upper surface of the cylindrical body in the cylindrical direction with a wedge hole communicating with the cylindrical body in advance, The fixture body is formed by providing support pieces with openings in the vertical direction on both sides of the cylinder, and the support body is formed by connecting a pair of support rods with a connecting piece. A beam receiver for concrete construction work, characterized in that the main body of the fixing device is inserted through each support piece and is pivoted so that it can be vertically hung and connected.
JP5290282U 1982-04-12 1982-04-12 Beam receiver for concrete construction work Granted JPS58156842U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5290282U JPS58156842U (en) 1982-04-12 1982-04-12 Beam receiver for concrete construction work

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5290282U JPS58156842U (en) 1982-04-12 1982-04-12 Beam receiver for concrete construction work

Publications (2)

Publication Number Publication Date
JPS58156842U JPS58156842U (en) 1983-10-19
JPS6220601Y2 true JPS6220601Y2 (en) 1987-05-26

Family

ID=30063594

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5290282U Granted JPS58156842U (en) 1982-04-12 1982-04-12 Beam receiver for concrete construction work

Country Status (1)

Country Link
JP (1) JPS58156842U (en)

Also Published As

Publication number Publication date
JPS58156842U (en) 1983-10-19

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