JPH047429B2 - - Google Patents
Info
- Publication number
- JPH047429B2 JPH047429B2 JP9756185A JP9756185A JPH047429B2 JP H047429 B2 JPH047429 B2 JP H047429B2 JP 9756185 A JP9756185 A JP 9756185A JP 9756185 A JP9756185 A JP 9756185A JP H047429 B2 JPH047429 B2 JP H047429B2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- support
- side formwork
- shoring
- attached
- 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
- 238000009415 formwork Methods 0.000 claims description 75
- 239000002184 metal Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】
[発明の目的]
産業上の利用分野
本発明は、支保工付き梁型枠装置に関するもの
である。DETAILED DESCRIPTION OF THE INVENTION [Object of the Invention] Industrial Application Field The present invention relates to a beam formwork device with shoring.
従来の技術
従来、移動式支保工と梁型枠を一体に構成し、
解体時に梁型枠の上端部を梁下まで下げてから、
支保工を移動させ、上階に揚重して繰返し使用す
るものがあつた。Conventional technology In the past, mobile shoring and beam formwork were integrated,
During dismantling, lower the upper end of the beam formwork to the bottom of the beam, then
Some of the supports were moved and lifted to the upper floors for repeated use.
発明が解決しようとする問題点
しかしながら、上記のような支保工と一体型の
梁型枠装置は、梁型枠の上端部を梁下まで下げな
ければならないため、特に梁成の高いものでは高
低差が大きくて、型枠の組立や解体作業が煩雑で
あるのみならず、支保工等の上下操作機構が複雑
になつたり大型になる等の欠点があつた。Problems to be Solved by the Invention However, with the above-mentioned beam formwork device integrated with shoring, the upper end of the beam form must be lowered to the bottom of the beam. The difference is large, which not only complicates the assembly and disassembly of the formwork, but also causes drawbacks such as the vertical operation mechanism of the shoring etc. becoming complicated and large.
また、上記従来の梁型枠装置は、コンクリート
の側圧を支持するためのセパレータを必要とし、
またその取付作業に手間取る等の欠点もあつた。 In addition, the above conventional beam formwork equipment requires a separator to support the lateral pressure of concrete.
There were also other drawbacks, such as the installation work being time consuming.
本発明は、上記従来の支保工付き梁型枠装置の
欠点を解消するためになされたもので、その目的
とするところは、組立て及び解体作業が迅速且つ
正確に出来て作業の能率及び精度が向上し、施工
並びに資材面でのコストダウンを図ることの出来
る支保工付き梁型枠装置を提供するにある。 The present invention was made in order to eliminate the drawbacks of the conventional beam formwork equipment with shoring, and its purpose is to quickly and accurately perform assembly and disassembly work, and to improve work efficiency and accuracy. An object of the present invention is to provide a beam formwork device with shoring, which is improved and can reduce costs in terms of construction and materials.
[発明の構成]
問題点を解決するための手段
本発明の支保工付き梁型枠装置は、中央部に底
型枠支持部を有し、その両側に側型枠支持部を設
けて、両支持部の間に側型枠落込溝を形成して成
る梁受けフレームを移動式支保工の上部に一体的
に取付け、上記底型枠支持部に底型枠を取付ける
と共に、上記側型枠支持部に着脱自在に取付けた
側型枠支持金具に側型枠を取付け、脱型の際に上
記側型枠支持金具を梁受けフレームから取外して
側型枠を上記落込溝内に落し込んで収容するよう
にしたことを特徴とするものである。[Structure of the Invention] Means for Solving the Problems The beam formwork device with shoring of the present invention has a bottom formwork support section in the center, and side formwork support sections are provided on both sides of the bottom formwork support section. A beam support frame formed by forming a side formwork drop groove between the supporting parts is integrally attached to the upper part of the movable shoring, and the bottom formwork is attached to the above-mentioned bottom formwork support part, and the above-mentioned side formwork support Attach the side formwork to the side formwork support fittings that are removably attached to the section, and when demolding, remove the side formwork support fittings from the beam support frame and drop the side formwork into the drop groove to store it. It is characterized by the fact that it is made to do so.
実施例
以下、本発明の一実施例について図面を参照し
ながら説明する。Embodiment Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
第1図に於いて、1はパイプサポートであつ
て、その下部には台枠2が設けられており、キヤ
スタ3によりスラブ上を自由に移動できるように
なつている。該台枠2の下側にジヤツキ4が取付
けられていて、上記パイプサポート1や台枠2等
から成る移動式支保工を上昇下降するようになつ
ている。 In FIG. 1, reference numeral 1 denotes a pipe support, and an underframe 2 is provided at the bottom of the pipe support, and casters 3 allow the pipe support to move freely on the slab. A jack 4 is attached to the underside of the underframe 2, and is adapted to raise and lower the movable shoring made of the pipe support 1, the underframe 2, etc.
上記パイプサポート1の上部には梁受けフレー
ム5が取付けられている。 A beam support frame 5 is attached to the upper part of the pipe support 1.
第3図からも明らかなように、上記梁受けフレ
ーム5は、その中央部に底型枠支持部5aを有
し、その上面に梁底型枠6をセツトするようにな
つている。 As is clear from FIG. 3, the beam receiving frame 5 has a bottom formwork support part 5a in its center, and a beam bottom form 6 is set on the upper surface thereof.
上記底型枠支持部5aの両側には側型枠支持部
5bが設けられており、これら両支持部5a,5
bの間に側型枠落込溝5cを形成している。 Side formwork support parts 5b are provided on both sides of the bottom formwork support part 5a, and these support parts 5a, 5
A side formwork falling groove 5c is formed between the sides b.
第4図から明らかなように、上記側型枠支持部
5bの上部フレーム5b′はチヤンネル状に形成さ
れていて、その中に側型枠支持金具7が矢印方向
にスライド可能に嵌挿されており、ピン8を差込
むことにより固定するようになつている。 As is clear from FIG. 4, the upper frame 5b' of the side formwork support part 5b is formed in a channel shape, into which the side formwork support fitting 7 is slidably inserted in the direction of the arrow. It is designed to be fixed by inserting a pin 8.
9は梁側型枠であつて、上記側型枠支持金具7
の支持部7a上にセツトされると共に、その外側
面が受部7bに当接するようになつている。 Reference numeral 9 denotes a beam side formwork, and the side formwork support fitting 7
It is set on the support part 7a of the support part 7a, and its outer surface is brought into contact with the receiving part 7b.
該梁側型枠9にはフオームタイ10が係脱自在
に取付けられている。該フオームタイ10は、上
記側型枠支持金具7の受部7bの外側面に取り付
けられた単管11及びクランプ12等に緊定さ
れ、上記梁側型枠9をセパレーターなしで固定出
来るようになつている。 A form tie 10 is detachably attached to the beam side formwork 9. The form tie 10 is tightened to a single pipe 11, a clamp 12, etc. attached to the outer surface of the receiving part 7b of the side formwork support fitting 7, and the beam side formwork 9 can be fixed without a separator. ing.
上記側型枠支持部5bにはトラス構造の補強フ
レーム13が設けられていて、コンクリート打設
時の荷重を受けるようになつている。 A reinforcing frame 13 having a truss structure is provided on the side formwork support portion 5b, and is designed to receive the load during concrete pouring.
第1図から明らかなように、上記梁受けフレー
ム5の両端部には端部用底型枠14が枢着されて
いて、仮想線のように回動して脱型できるように
なつている。 As is clear from FIG. 1, end bottom forms 14 are pivotally attached to both ends of the beam support frame 5, and can be removed by rotating as shown in the imaginary line. .
尚、該端部用底型枠14は上記回動構造を利用
して適宜傾斜状態にセツトすれば、梁のハンチ部
を形成することも出来る。 Incidentally, if the bottom form frame 14 for the end portion is set in an appropriately inclined state using the above-mentioned rotating structure, it is also possible to form a haunch portion of the beam.
また、上記梁受けフレーム5や台枠2等は長手
方向に分割可能に構成しておき、あらゆる梁長さ
に対応できるようにすることもできる。 Furthermore, the beam support frame 5, underframe 2, etc. can be configured to be splittable in the longitudinal direction so that they can accommodate any beam length.
次に、上記実施例装置による施工法について説
明する。 Next, a construction method using the apparatus of the above embodiment will be explained.
上記のように構成した支保工付き梁型枠装置を
第1図及び第2図に示す状態にセツトし、梁側型
枠9の上端面にPC又は半PCスラブ版15を載置
すると共に、上記梁型枠6,9内にプレハブ鉄筋
をセツトしてコンクリートを打設する。 The beam formwork device with shoring configured as described above is set in the state shown in FIGS. 1 and 2, and the PC or semi-PC slab plate 15 is placed on the upper end surface of the beam side formwork 9. Prefabricated reinforcing bars are set in the beam forms 6 and 9, and concrete is poured.
型枠の脱型の際には、まずクランプ12及び単
管11を取外してフオームタイ10を除去し、ピ
ン8を引抜いてから側型枠支持金具7を第3図矢
印方向にスライドさせて取り外すと、梁側型枠9
は支持部7aによる支えを失つて梁受けフレーム
5の側型枠落込溝5c内に落下する。 When demolding the formwork, first remove the clamp 12 and single tube 11, remove the form tie 10, pull out the pin 8, and then remove the side formwork support fittings 7 by sliding them in the direction of the arrow in Figure 3. , beam side formwork 9
loses support from the support portion 7a and falls into the side formwork falling groove 5c of the beam receiving frame 5.
続いて、ジヤツキ4を操作して台枠2を降下せ
しめると、キヤスタ3が床に接地すると共にパイ
プサポート1及び梁受けフレーム5等も降下し
て、梁底型枠6が梁下から脱型される。 Next, when the jack 4 is operated to lower the underframe 2, the caster 3 touches the floor and the pipe support 1, beam support frame 5, etc. are also lowered, and the beam bottom form 6 is removed from under the beam. be done.
この時、底型枠落込溝5c内に落下収容されて
いる梁側型枠9の上端部も梁下位置にまで降下し
ているので、これ以上支保工及び型枠等を降下さ
せる必要はなく、この状態で本支保工付き梁型枠
装置をスラブ版15上を自由に移動させ得ると共
に、駄目穴等から上階へ揚重転用することが出来
る。 At this time, the upper end of the beam side formwork 9, which has fallen into the bottom formwork drop groove 5c, has also been lowered to the position below the beam, so there is no need to lower the shoring, formwork, etc. any further. In this state, the beam formwork device with main support can be moved freely on the slab version 15, and the lifting weight can be diverted to the upper floor from a dead hole or the like.
尚、上記実施例の側型枠支持金具7と、その支
持部7aとを別体に構成し、該支持部7aを側型
枠落込溝5c内の適宜高さ位置に着脱自在にセツ
トし得るようにしておけば、梁側型枠9の高さを
自由に調節して設定することが出来、各種の梁成
に対応させることが出来る。 In addition, the side formwork support fitting 7 of the above embodiment and its support part 7a can be configured separately, and the support part 7a can be detachably set at an appropriate height position in the side formwork drop groove 5c. By doing so, the height of the beam side formwork 9 can be freely adjusted and set, and can be adapted to various beam configurations.
また、側型枠支持金具7にピン8用の穴を適宜
間隔で複数個あけておけば、該側型枠支持金具7
を側型枠落込溝5cの幅の範囲内で自由にスライ
ド設定することも出来、各種の梁幅に対応させる
ことも出来る。 Moreover, if a plurality of holes for the pins 8 are made at appropriate intervals in the side formwork support fitting 7, the side formwork support fitting 7
can be set to slide freely within the width of the side formwork falling groove 5c, and can be adapted to correspond to various beam widths.
[発明の効果]
(1) 梁型枠と支保工が一体的に構成されているの
で、型枠の組立、解体、移動等の作業能率が大
巾に向上する。[Effects of the invention] (1) Since the beam formwork and the shoring are integrally constructed, the efficiency of work such as assembling, dismantling, and moving the formwork is greatly improved.
(2) 梁側型枠を梁受けフレームに形成した落込溝
内に落し込んで収容するように構成したので、
支保工のジヤツキダウンを最小限に行うだけ
で、自由に型枠資材の搬出ができる。(2) The beam-side formwork is constructed so that it is accommodated by falling into the groove formed in the beam support frame.
Formwork materials can be freely transported by simply jacking down the shoring to a minimum.
(3) 梁側型枠をセパレーターなしで組立ることが
できる。(3) Beam side formwork can be assembled without separators.
第1図は本発明の支保工付き梁型枠装置の側面
図、第2図は第1図−線に沿つた断面図、第
3図は梁受けフレーム及び梁型枠部分の拡大断面
図、第4図は側型枠支持金具の取り付け状態を示
す斜視図である。
1…パイプサポート、2…台枠、3…キヤス
タ、4…ジヤツキ、5…梁受けフレーム、5a…
底型枠支持部、5b…側型枠支持部、5b′…上部
フレーム、5c…側型枠落込溝、6…梁底型枠、
7…側型枠支持金具、8…ピン、9…梁側型枠、
10…フオームタイ、11…単管、12…クラン
プ、13…補強フレーム、14…端部用底型枠。
Fig. 1 is a side view of the beam formwork device with shoring of the present invention, Fig. 2 is a sectional view taken along the line of Fig. 1, and Fig. 3 is an enlarged sectional view of the beam receiving frame and beam formwork portion. FIG. 4 is a perspective view showing how the side formwork support fittings are attached. 1... Pipe support, 2... Underframe, 3... Caster, 4... Jacket, 5... Beam support frame, 5a...
Bottom formwork support part, 5b... Side formwork support part, 5b'... Upper frame, 5c... Side formwork falling groove, 6... Beam bottom formwork,
7... Side formwork support fittings, 8... Pins, 9... Beam side formwork,
10... Form tie, 11... Single tube, 12... Clamp, 13... Reinforcement frame, 14... Bottom formwork for end.
Claims (1)
型枠支持部を設けて、両支持部の間に側型枠落込
溝を形成して成る梁受けフレームを移動式支保工
の上部に一体的に取付け、上記底型枠支持部に底
型枠を取付けると共に、上記側型枠支持部に着脱
自在に取付けた側型枠支持金具に側型枠を取付
け、脱型の際に上記側型枠支持金具を梁受けフレ
ームから取外して側型枠を上記落込溝内に落し込
んで収容するようにしたことを特徴とする支保工
付き梁型枠装置。1 A beam support frame consisting of a bottom formwork support part in the center, side formwork support parts provided on both sides, and a side formwork drop groove formed between both support parts is used as a mobile shoring structure. The bottom formwork is attached integrally to the upper part, and the bottom formwork is attached to the bottom formwork support part, and the side formwork is attached to the side formwork support bracket that is detachably attached to the side formwork support part, and when demolding. A beam formwork device with shoring, characterized in that the side formwork supporting metal fittings are removed from the beam receiving frame, and the side formwork is dropped into the drop groove and accommodated therein.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9756185A JPS61257569A (en) | 1985-05-08 | 1985-05-08 | Beam mold frame apparatus with timbering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9756185A JPS61257569A (en) | 1985-05-08 | 1985-05-08 | Beam mold frame apparatus with timbering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS61257569A JPS61257569A (en) | 1986-11-15 |
| JPH047429B2 true JPH047429B2 (en) | 1992-02-10 |
Family
ID=14195644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9756185A Granted JPS61257569A (en) | 1985-05-08 | 1985-05-08 | Beam mold frame apparatus with timbering |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS61257569A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0420568U (en) * | 1990-06-11 | 1992-02-20 |
-
1985
- 1985-05-08 JP JP9756185A patent/JPS61257569A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS61257569A (en) | 1986-11-15 |
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