JPH0431912U - - Google Patents
Info
- Publication number
- JPH0431912U JPH0431912U JP7487290U JP7487290U JPH0431912U JP H0431912 U JPH0431912 U JP H0431912U JP 7487290 U JP7487290 U JP 7487290U JP 7487290 U JP7487290 U JP 7487290U JP H0431912 U JPH0431912 U JP H0431912U
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- members
- truss bars
- slab
- formwork support
- 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
- 230000002787 reinforcement Effects 0.000 claims description 3
- 238000009415 formwork Methods 0.000 claims 22
- 239000000463 material Substances 0.000 claims 2
- 238000009434 installation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Rod-Shaped Construction Members (AREA)
Description
第１図ないし第６図は本考案の一実施例を示す
もので、第１図はトラス筋ユニツトを示す斜視図
、第２図はソフイツトユニツトを示す斜視図、第
３図はスラブ形成体ユニツトを示す斜視図、第４
図は本考案が適用される躯体の一部を示す平面図
、第５図は本考案が適用される躯体を一部省略し
て示す全体平面図、第６図は本考案が適用される
躯体を示す部分立面図、第７図ないし第１４図は
従来技術を説明するもので、第７図はビルトスラ
ブの部分側断面図、第８図は第７図における−
矢視図、第９図は完成されたビルトスラブの部
分側断面図、第１０図はトラス筋とソフイツトの
接続状態を示す正面断面図、第１１図〜第１４図
はそれぞれ従来のビルトスラブの構築手順を示す
平面図である。
Ａ……ビルトスラブ形成用ユニツト、２……ビ
ルトスラブ、３……大梁、１０……トラス筋ユニ
ツト（ビルトスラブ形成用ユニツト）、１１……
トラス筋、２０……ソフイツトユニツト（ビルト
スラブ形成用ユニツト）、２１……ソフイツト（
型枠支持部材）、３１……コフアーフオーム（型
枠部材）、４０……スラブ形成体ユニツト（ビル
トスラブ形成用ユニツト）、４１……スラブ形成
体。
Figures 1 to 6 show one embodiment of the present invention, with Figure 1 being a perspective view showing a truss bar unit, Figure 2 being a perspective view showing a soft unit, and Figure 3 being a slab forming body. Perspective view showing the unit, No. 4
The figure is a plan view showing a part of the frame to which the present invention is applied, Figure 5 is an overall plan view showing the frame to which the present invention is applied with some parts omitted, and Figure 6 is the frame to which the present invention is applied. FIGS. 7 to 14 are partial elevational views showing the prior art. FIG. 7 is a partial side sectional view of the built slab, and FIG.
9 is a partial side sectional view of the completed built slab, FIG. 10 is a front sectional view showing the state of connection between the truss reinforcement and the soft, and FIGS. 11 to 14 are respectively the construction procedures of the conventional built slab. FIG. A... unit for forming a built slab, 2... built slab, 3... girder, 10... truss bar unit (unit for forming a built slab), 11...
Truss muscle, 20... Soft unit (built slab forming unit), 21... Soft (
31... Coffer form (form member), 40... Slab forming body unit (built slab forming unit), 41... Slab forming body.
Claims (1)
ス筋と、これらトラス筋の下端部に付設された型
枠支持部材と、前記各トラス筋の間に前記型枠支
持部材を利用して架設された型枠部材とから成る
スラブ形成体の上部に、前記トラス筋を埋設する
ようにコンクリートを打設し、該コンクリートの
硬化後、前記型枠支持材および型枠部材を取り外
して完成されるビルトスラブの、前記スラブ形成
体を構成するためのユニツトであつて、 前記トラス筋の複数本が、連結材により予めこ
れらトラス筋の架設時状態に組まれてなるビルト
スラブ形成用ユニツト。 (2) 躯体の大梁間に所定間隔で配設されたトラ
ス筋と、これらトラス筋の下端部に付設された型
枠支持部材と、前記各トラス筋の間に前記型枠支
持部材を利用して架設された型枠部材とから成る
スラブ形成体の上部に、前記トラス筋を埋設する
ようにコンクリートを打設し、該コンクリートの
硬化後、前記型枠支持材および型枠部材を取り外
して完成されるビルトスラブの、前記スラブ形成
体を構成するためのユニツトであつて、 前記型枠支持部材の複数本が、連結材により予
めこれら型枠支持部材の取付時状態に組まれて成
るビルトスラブ形成用ユニツト。 (3) 躯体の大梁間に所定間隔で配設されたトラ
ス筋と、これらトラス筋の下端部に付設された型
枠支持部材と、前記各トラス筋の間に前記型枠支
持部材を利用して架設された型枠部材とから成る
スラブ形成体の上部に、前記トラス筋を埋設する
ようにコンクリートを打設し、該コンクリートの
硬化後、前記型枠支持材および型枠部材を取り外
して完成されるビルトスラブのためのユニツトで
あつて、 前記トラス筋、前記型枠支持部材、および前記
型枠部材が、予めスラブ形成体に組み上げられて
なるビルトスラブ形成用ユニツト。 (4) 躯体における４本の柱とこれら柱間に水平
に架設された４本の梁とから構成される各グリツ
ドの内部を、水平状態で通過可能となる寸法に設
定されてなる請求項１または３記載のビルトスラ
ブ形成用ユニツト。[Claims for Utility Model Registration] (1) Between truss bars arranged at predetermined intervals between the girders of a building frame, a formwork support member attached to the lower end of these truss bars, and each of the truss bars. Concrete is poured into the upper part of a slab forming body consisting of a formwork member constructed using the formwork support member so as to bury the truss reinforcement, and after the concrete hardens, the formwork support member is constructed using the formwork support member. and a unit for configuring the slab forming body of the built slab completed by removing the formwork members, wherein the plurality of truss bars are assembled in advance in the state at the time of erection of these truss bars by connecting members. A unit for forming built slabs. (2) Utilizing truss bars arranged at predetermined intervals between the girders of the building frame, formwork support members attached to the lower ends of these truss bars, and the formwork support members between each of the truss bars. Concrete is placed on top of the slab forming body consisting of the formwork members and the formwork members that have been erected, and after the concrete has hardened, the formwork support material and the formwork members are removed and the work is completed. A unit for forming the slab forming body of a built slab to be manufactured, wherein a plurality of the formwork supporting members are assembled in advance in a state at the time of installation of the formwork supporting members by connecting members. unit. (3) Using truss bars arranged at predetermined intervals between the girders of the building frame, formwork support members attached to the lower ends of these truss bars, and the formwork support members between each of the truss bars. Concrete is placed on top of the slab forming body consisting of the formwork members and the formwork members that have been erected, and after the concrete has hardened, the formwork support material and the formwork members are removed and the work is completed. A unit for forming a built slab, wherein the truss reinforcement, the formwork support member, and the formwork member are assembled into a slab forming body in advance. (4) Claim 1, wherein the dimensions are set to allow passage in a horizontal state through the interior of each grid consisting of four columns in the frame and four beams installed horizontally between these columns. or the built slab forming unit according to 3.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7487290U JP2524488Y2 (en) | 1990-07-13 | 1990-07-13 | Built slab forming unit |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7487290U JP2524488Y2 (en) | 1990-07-13 | 1990-07-13 | Built slab forming unit |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0431912U true JPH0431912U (en) | 1992-03-16 |
| JP2524488Y2 JP2524488Y2 (en) | 1997-01-29 |
Family
ID=31614948
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7487290U Expired - Lifetime JP2524488Y2 (en) | 1990-07-13 | 1990-07-13 | Built slab forming unit |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2524488Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101764395B1 (en) * | 2015-11-20 | 2017-08-02 | 한국교통대학교산학협력단 | Deck plate assembly using coupler device and slab construction method using this |
-
1990
- 1990-07-13 JP JP7487290U patent/JP2524488Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JP2524488Y2 (en) | 1997-01-29 |
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