JPH06158765A - Form for executing concrete slab with haunch - Google Patents
Form for executing concrete slab with haunchInfo
- Publication number
- JPH06158765A JPH06158765A JP31218692A JP31218692A JPH06158765A JP H06158765 A JPH06158765 A JP H06158765A JP 31218692 A JP31218692 A JP 31218692A JP 31218692 A JP31218692 A JP 31218692A JP H06158765 A JPH06158765 A JP H06158765A
- Authority
- JP
- Japan
- Prior art keywords
- length
- haunch
- slab
- ribs
- plate
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明はハンチ付きコンクリート
スラブの施工に使用されるハンチ付きコンクリートスラ
ブ施工用型枠に係るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formwork for a concrete slab with a haunch used to construct a concrete slab with a haunch.
【0002】[0002]
【従来の技術】従来、ハンチ付きスラブはベニヤ型枠等
の型枠を現場で加工して、ハンチ部のコンクリートスラ
ブの成型を行っている。また従来のフラットデッキは図
8に示すように、スラブ有効スパンに合わせてデッキプ
レートaを切断して、端部のリブ部分a1 を上面に圧縮
して端部ハンチ成型部を加して、鉄骨梁A間に敷き込
み、スラブコンクリートCを打設している。2. Description of the Related Art Conventionally, for a slab with a haunch, a mold such as a veneer mold is processed on site to mold a concrete slab for the haunch. Further, in the conventional flat deck, as shown in FIG. 8, the deck plate a is cut in accordance with the slab effective span, the rib portion a 1 at the end is compressed to the upper surface, and the end haunch forming part is added, A slab concrete C is laid between the steel beams A.
【0003】[0003]
【発明が解決しようとする課題】前者のベニヤ型枠等の
現場加工は、多大の加工手間を要し、工費、工期の面に
おいて不利である。また支保工が必要となる。また後者
のフラットデッキの2次加工は、スラブの有効スパンが
各種、各様の場合、非常に繁雑であり、特に端部加工に
手間がかかる。The former on-site processing of a veneer form or the like requires a great deal of work and is disadvantageous in terms of construction cost and construction period. In addition, support work is required. Also, the latter flat deck secondary machining is very complicated when the slab has various effective spans, and particularly, the end machining is troublesome.
【0004】本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処はデッキプレ
ートの端部の加工が簡略化され、長さの調整が自由に行
われ、支保工を必要としないハンチ付きコンクリートス
ラブ施工用型枠を提供する点にある。The present invention has been proposed in view of the above-mentioned problems of the prior art. The object of the present invention is to simplify the processing of the end portion of the deck plate and freely adjust the length. The point is to provide a formwork for a concrete slab construction with a haunch that does not require support work.
【0005】[0005]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るハンチ付きコンクリートスラブ施工用
型枠はプレート下面に所定間隔毎に、鉄骨梁間に亘って
延びるリブが曲成されたスラブ用フラットデッキプレー
トを、長さ可変中央部と、長さ固定端部とより構成し、
同固定端部におけるデッキ高さを漸減せしめて構成され
ている。In order to achieve the above object, in the concrete slab construction form with a haunch according to the present invention, ribs extending between the steel beams are bent on the lower surface of the plate at predetermined intervals. The flat deck plate for slab is composed of the variable length central part and the fixed length end part,
It is constructed by gradually reducing the deck height at the fixed end.
【0006】請求項2の発明は前記フラットデッキプレ
ートにおける長さ可変端部のリブを前記長さ可変中央部
のリブに所要長嵌合し、同両リブを固定するとともに、
前記長さ可変中央部の上端部に生じた溝部をコンクリー
ト流れ止め蓋で閉塞して構成されている。According to a second aspect of the present invention, the rib of the variable length end portion of the flat deck plate is fitted to the rib of the variable length center portion by a required length, and both ribs are fixed.
A groove portion formed at the upper end of the variable length central portion is closed by a concrete flow stop lid.
【0007】[0007]
【作用】本発明は前記したように構成されているので、
構築しようとするハンチ付きコンクリートスラブの有効
スパンに合わせてデッキ高さが所要の勾配になるよう
に、デッキ高さが漸減された長さ固定端部と、長さ可変
中央部とを所定の重ね代を確保して組立て、現場の梁間
に敷設し、これを型枠として利用し、支保工を設けるこ
となく前記デッキプレート上に配筋、コンクリートを打
設し、ハンチ付きスラブを施工するものである。Since the present invention is constructed as described above,
A fixed length end with a gradually decreasing deck height and a variable length central part are overlapped with each other so that the deck height has the required slope according to the effective span of the haunched concrete slab to be constructed. It is to assemble slabs with haunches by assuring assembly, laying between beams on site, using this as a formwork, placing reinforcements and concrete on the deck plate without providing support work. is there.
【0008】[0008]
【実施例】以下、本発明を図示の実施例について説明す
る。1はハンチ付きスラブ用フラットスラブデッキプレ
ートで、プレート下面に所定間隔毎に三角形断面で且つ
鉄骨梁間に亘って延びるリブ2が曲成され、ハンチスラ
ブ成型用の長さ固定端部1aと長さ可変中央部1bとよ
り構成されている。The present invention will be described below with reference to the illustrated embodiments. Reference numeral 1 is a flat slab deck plate for a slab with a haunch, and ribs 2 having a triangular cross-section and extending between steel beams are formed at predetermined intervals on the lower surface of the plate, and a length fixed end portion 1a for haunch slab molding and a variable length are provided. It is composed of a central portion 1b.
【0009】図中La及びLbは夫々長さ固定端部及び
長さ可変中央部の長さ、Lxはスラブ短辺有効スパンで
ある。而して前記長さ固定端部1aにおいて、図2,図
3,図4に示すように、前記リブの高さが漸減するよう
に曲成され、これによってデッキ高さDhが漸減され、
前記長さ固定端部1aにハンチ部が形成されている。In the figure, La and Lb are the lengths of the fixed length end portion and the variable length center portion, respectively, and Lx is the slab short side effective span. Then, at the fixed length end portion 1a, as shown in FIGS. 2, 3 and 4, the ribs are bent so that the height thereof is gradually reduced, whereby the deck height Dh is gradually reduced,
A haunch portion is formed at the fixed length end portion 1a.
【0010】Lhは同ハンチ部の長さである。このよう
に形成されたハンチ付きコンクリートスラブ型枠3を相
隣る鉄骨梁A間に架渡して、支保工を使用することな
く、同型枠3上にコンクリートBを打設してハンチ付き
スラブを施工するものである。なお図中t1 はスラブ中
央部の厚さ、t2 はスラブ端部厚さである。Lh is the length of the haunch portion. The concrete slab formwork 3 with a haunch formed in this manner is bridged between the adjacent steel beams A, and the concrete B is placed on the formwork 3 without using the support work to form the slab with a haunch. It is to be constructed. In the figure, t 1 is the thickness of the central portion of the slab and t 2 is the thickness of the end portion of the slab.
【0011】なお前記ハンチ部の長さLhとデッキ高さ
Dhはスラブの設計に応じて自由に設定、製作される。
なおスラブ短辺有効スパンLxに応じて、図7に示す如
く、固定端部1aのリブ2を、長さ可変中央部1bのリ
ブ2に嵌入し、重ね代Lcを確保して前記両部1a,1
bのリブ2を固定ビス4で緊結する。この際、可変中央
部1bに生じる溝5を、蓋片6で閉塞してコンクリート
の流れ止めを行う。The length Lh of the haunch portion and the deck height Dh can be freely set and manufactured according to the design of the slab.
As shown in FIG. 7, the rib 2 of the fixed end portion 1a is fitted into the rib 2 of the variable length central portion 1b according to the effective span Lx of the short side of the slab to secure the overlap margin Lc to secure the both portions 1a. , 1
The rib 2 of b is tightly connected with the fixing screw 4. At this time, the groove 5 generated in the variable central portion 1b is closed by the lid piece 6 to prevent the concrete from flowing.
【0012】かくして組立てられたハンチ付きスラブ用
フラットスラブデッキプレート1を現場のスラブ構築部
における鉄骨梁A上にセットして溶着し、鉄筋工事のの
ち、コンクリートBを打設して全工程を完了する。The flat slab deck plate 1 for the slab with the haunch thus assembled is set on the steel beam A in the slab construction section on site and welded, and after the reinforcement work, concrete B is placed and the whole process is completed. To do.
【0013】[0013]
【発明の効果】本発明によれば前記したように、プレー
ト下面に所定間隔毎に、鉄骨梁間に亘って延びるリブが
曲成されたスラブ用フラットデッキプレートを、長さ可
変中央部と、長さ固定端部とより構成し、前記固定端部
におけるリブの高さを漸減したことによってハンチ付き
コンクリートスラブに施工用型枠が構成され、同型枠に
よってハンチ付きスラブの施工が、支保工なしで容易に
行われる。As described above, according to the present invention, a flat deck plate for a slab, in which ribs extending between the steel beams are bent at predetermined intervals on the lower surface of the plate, is provided with a variable length central portion and a long length. A construction form is constructed on the concrete slab with a haunch by gradually reducing the height of the rib at the fixed end, and the construction of the slab with a haunch is carried out by the same form without support. Easily done.
【0014】請求項2の発明によれば、前記デッキプレ
ートにおける長さ固定端部のリブを長さ可変中央部のリ
ブに所要長嵌合し、同両リブを固定することによってデ
ッキプレートの長さ方向の調整加工が容易に行われ、こ
の際、前記可変中央部の上端部に生じた溝部をコンクリ
ート流れ止め蓋で閉塞したことによって、前記溝部から
のコンクリートの流出が防止される。According to the invention of claim 2, the rib of the fixed length end portion of the deck plate is fitted to the rib of the variable length central portion by a required length, and both ribs are fixed to fix the length of the deck plate. The adjustment processing in the depth direction is easily performed, and at this time, by closing the groove formed at the upper end of the variable central portion with the concrete flow stop lid, the concrete is prevented from flowing out from the groove.
【図1】本発明に係るハンチ付きコンクリートスラブ施
工用型枠の一実施例の使用状況を示す部分縦断面図であ
る。FIG. 1 is a partial vertical cross-sectional view showing a use state of an embodiment of a formwork for a concrete slab with a haunch according to the present invention.
【図2】図1の矢視A−A図である。FIG. 2 is a view taken along the line AA of FIG.
【図3】図1の矢視B−B図である。3 is a view taken along the line BB of FIG.
【図4】図1の矢視C−C図である。FIG. 4 is a view taken along the line CC in FIG.
【図5】図1の斜視図である。5 is a perspective view of FIG. 1. FIG.
【図6】本発明の型枠を使用して施工されたハンチ付き
コンクリートスラブの縦断面図である。FIG. 6 is a vertical sectional view of a concrete slab with a haunch constructed using the formwork of the present invention.
【図7】本発明の型枠の継手部を示す斜視図である。FIG. 7 is a perspective view showing a joint portion of the mold of the present invention.
【図8】従来構造の型枠を使用したハンチ付きコンクリ
ートスラブの縦断面図である。FIG. 8 is a vertical cross-sectional view of a concrete slab with a haunch that uses a formwork having a conventional structure.
A 鉄骨梁 B コンクリート 1 ハンチ付きスラブ用フラットスラブデッキプレー
ト 1a 長さ固定端部 1b 長さ可変中央部 2 リブ 3 ハンチ付きコンクリートスラブ型枠 4 固定ビス 5 溝 6 蓋片A Steel beam B Concrete 1 Flat slab deck plate for slab with haunch 1a Length fixed end 1b Variable length central part 2 Rib 3 Concrete slab formwork with haunch 4 Fixing screw 5 Groove 6 Lid piece
Claims (2)
に亘って延びるリブが曲成されたスラブ用フラットデッ
キプレートを、長さ可変中央部と、長さ固定端部とより
構成し、同固定端部におけるデッキ高さを漸減せしめて
なることを特徴とするハンチ付きコンクリートスラブ施
工用型枠。1. A flat deck plate for a slab, in which ribs extending between steel beams are bent at predetermined intervals on the lower surface of the plate, the flat deck plate having a variable length center portion and a fixed length end portion, Formwork for concrete slab construction with haunch, characterized in that the deck height at the fixed end is gradually reduced.
さ可変端部のリブを前記長さ可変中央部のリブに所要長
嵌合し、同両リブを固定するとともに、前記長さ可変中
央部の上端部に生じた溝部をコンクリート流れ止め蓋で
閉塞してなる請求項1記載のハンチ付きコンクリートス
ラブ施工用型枠。2. A rib at the variable length end portion of the flat deck plate is fitted to the rib at the variable length center portion for a required length, both ribs are fixed, and an upper end portion of the variable length center portion is formed. The formwork for concrete slab construction with a haunch according to claim 1, wherein the groove portion formed in the above is closed with a concrete flow stop lid.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31218692A JP3326539B2 (en) | 1992-11-20 | 1992-11-20 | Formwork for concrete slab construction with haunch |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31218692A JP3326539B2 (en) | 1992-11-20 | 1992-11-20 | Formwork for concrete slab construction with haunch |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH06158765A true JPH06158765A (en) | 1994-06-07 |
JP3326539B2 JP3326539B2 (en) | 2002-09-24 |
Family
ID=18026258
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31218692A Expired - Fee Related JP3326539B2 (en) | 1992-11-20 | 1992-11-20 | Formwork for concrete slab construction with haunch |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3326539B2 (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004070137A1 (en) * | 2003-02-05 | 2004-08-19 | Shibata Engineering Office Limited | Construction method for structure |
WO2004111358A1 (en) * | 2003-06-11 | 2004-12-23 | Yamahashi Kogyo Co., Ltd. | Slide deck plate and slab construction method |
JP2005290690A (en) * | 2004-03-31 | 2005-10-20 | Yamahashi Kogyo Kk | Sliding deck plate and slab constructing method |
CN100416021C (en) * | 2003-02-05 | 2008-09-03 | 有限会社柴田工务店 | Construction method for structure |
JP2023109440A (en) * | 2022-01-27 | 2023-08-08 | 日鉄建材株式会社 | deck plate structure |
-
1992
- 1992-11-20 JP JP31218692A patent/JP3326539B2/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2004070137A1 (en) * | 2003-02-05 | 2004-08-19 | Shibata Engineering Office Limited | Construction method for structure |
CN100416021C (en) * | 2003-02-05 | 2008-09-03 | 有限会社柴田工务店 | Construction method for structure |
WO2004111358A1 (en) * | 2003-06-11 | 2004-12-23 | Yamahashi Kogyo Co., Ltd. | Slide deck plate and slab construction method |
JP2005290690A (en) * | 2004-03-31 | 2005-10-20 | Yamahashi Kogyo Kk | Sliding deck plate and slab constructing method |
JP2023109440A (en) * | 2022-01-27 | 2023-08-08 | 日鉄建材株式会社 | deck plate structure |
Also Published As
Publication number | Publication date |
---|---|
JP3326539B2 (en) | 2002-09-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH06158765A (en) | Form for executing concrete slab with haunch | |
KR102080594B1 (en) | Couple girder | |
KR100385012B1 (en) | Prefabricated Structure | |
JP2001026909A (en) | Connection structure of floor slab using three- dimensional truss with concrete form in bridge girder | |
JP2671197B2 (en) | Reinforced concrete precast floor slab | |
EP0097195A1 (en) | Prefabricated concrete reinforcement element and method for making reinforcement joints | |
JP2001032428A (en) | Floorslab construction method | |
JP2806153B2 (en) | Half PC beam formwork | |
JP2689849B2 (en) | Concrete splicing method | |
AU2014277653B1 (en) | Creation of Curved or Circular Hobs in Cast-in-Situ Concrete Slabs | |
US20080308711A1 (en) | Method and a form tie for producing a wall | |
KR102021121B1 (en) | Beam type pc slab with opening and construction method thereof | |
KR102021119B1 (en) | Channel type pc slab with opening and construction method thereof | |
JP2001026933A (en) | Extremely thin metal form panel, form using it and construction method of foundation | |
JP3668858B2 (en) | Half slab and synthetic slab method using the half slab | |
JPH07119305A (en) | Jig for reinforcement prefabrication made of precast, construction of reinforced concrete structure, and precast member | |
JP2535798Y2 (en) | Stair structure | |
JPH0971906A (en) | Panel wing, precast concrete girder with the panel wing and construction method of composite-structural bridge body | |
JPH0988224A (en) | Half-precast floor slab | |
JP2911788B2 (en) | Composite slab with steps and its construction method | |
JPH0352916Y2 (en) | ||
JPH0735870Y2 (en) | Formwork for slope concrete wall molding | |
JPH06316959A (en) | Method for constructing hollow column member of concrete and beam member of concrete having u-section | |
JPH02171441A (en) | Beam structure for building | |
JPS6213462B2 (en) |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080712 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090712 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100712 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 8 Free format text: PAYMENT UNTIL: 20100712 |
|
FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 9 Free format text: PAYMENT UNTIL: 20110712 |
|
LAPS | Cancellation because of no payment of annual fees |