JP3069725B2 - How to build the basement frame - Google Patents
How to build the basement frameInfo
- Publication number
- JP3069725B2 JP3069725B2 JP7183181A JP18318195A JP3069725B2 JP 3069725 B2 JP3069725 B2 JP 3069725B2 JP 7183181 A JP7183181 A JP 7183181A JP 18318195 A JP18318195 A JP 18318195A JP 3069725 B2 JP3069725 B2 JP 3069725B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- basement
- mesh
- arranging
- floor
- 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 - Fee Related
Links
- 239000000463 material Substances 0.000 claims description 50
- 125000006850 spacer group Chemical group 0.000 claims description 13
- 238000009415 formwork Methods 0.000 claims description 11
- 210000003205 muscle Anatomy 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 description 11
- 239000010959 steel Substances 0.000 description 11
- 230000003387 muscular Effects 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、地下室の床部、壁部等
の地下室躯体の構築方法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for constructing a basement frame such as a floor or a wall of a basement.
【0002】[0002]
【従来の技術】従来、地下室の床部、壁部等の地下室躯
体を構築する場合には、例えば、地面に形成せる地下室
形成用の穴の底部にコンクリートの如き床材料を敷設し
て床部を形成すると共に、穴の側壁部全長にわたつて間
隔を隔ててH型鋼よりなる杭材を並設し、該杭材間の外
方および内方に型枠パネルを張設し、該型枠パネル間に
メッシュ筋体を配筋すると共にコンクリートを打設して
壁部を形成して地下室躯体を構築している。2. Description of the Related Art Conventionally, when constructing a basement frame such as a floor or a wall of a basement, for example, a floor material such as concrete is laid on the bottom of a hole for forming a basement formed on the ground. And pile members made of H-shaped steel are juxtaposed at intervals over the entire length of the side wall portion of the hole, and formwork panels are stretched outward and inward between the pile materials. The basement is constructed by arranging mesh bars between panels and casting concrete to form walls.
【0003】[0003]
【発明が解決しようとする課題】上記従来の技術におい
ては、図11に示すように杭材AとしてH型鋼を使用し
ているため、該杭材Aの外方および内方に型枠パネル
B、Cを張設してメッシュ筋体D、D、…を配筋する際
に、杭材Aによつてメッシュ筋体D、D、…を横方向に
貫通して配筋することが阻害され、これを解消するため
に、杭材Aに貫通孔E、E、…を穿設し、該貫通孔E、
E、…を介してメッシュ筋体D、D、…を貫通して配筋
している。In the above prior art, as shown in FIG. 11, since the H-shaped steel is used as the pile material A, the form panels B are formed on the outside and inside of the pile material A. , C are stretched to arrange the mesh muscle bodies D, D,..., And the pile material A prevents the mesh muscle bodies D, D,. In order to solve this, through holes E, E,.
.. Are pierced through mesh muscular bodies D, D,.
【0004】従って、メッシュ筋体D、D、…の配筋作
業に手間がかかると言う問題があつた。Accordingly, there is a problem that the work of arranging the mesh muscle bodies D, D,...
【0005】本発明は、上記従来の問題点を解消するた
めに為されたものであり、杭材として外杭材および内杭
材に分割した杭材を使用することによつて、メッシュ筋
体を上方より簡単、迅速に配筋することができ、配筋作
業を容易に行うことができる地下室躯体の構築方法を提
供することを課題とするものである。SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned conventional problems, and has been made by using a pile material divided into an outer pile material and an inner pile material as a pile material. It is an object of the present invention to provide a method of constructing a basement skeleton in which reinforcement can be easily and quickly arranged from above, and reinforcement can be easily performed.
【0006】[0006]
【課題を解決するための手段】本発明は、上記課題を解
決するために、地面に形成せる地下室形成用の穴の底部
に床材料を敷設して床部を形成すると共に、穴の側壁部
全長にわたつて間隔を隔てて外杭材および内杭材を並設
し、該外杭材間および内杭材間に型枠パネルを張設し、
該型枠パネル間にメッシュ筋体を配筋すると共にコンク
リートを打設して壁部を形成して地下室躯体を構築する
ことを請求項1の発明とし、請求項1の外杭材および内
杭材の上部に着脱自在にスペーサーを装着し、メッシュ
筋体を配筋する際に該スペーサーを離脱させ、該離脱部
よりメッシュ筋体を挿入して配筋すると共に、メッシュ
筋体の配筋後にスペーサーを装着して外杭材および内杭
材の間隔を保持しつつコンクリートを打設することを請
求項2の発明とするものである。SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention lays a floor material at the bottom of a hole for forming a basement to be formed on the ground, forms a floor, and forms a side wall of the hole. Outer pile materials and inner pile materials are juxtaposed at intervals over the entire length, formwork panels are stretched between the outer pile materials and between the inner pile materials,
The outer pile material and the inner pile according to claim 1, wherein a mesh strut is arranged between the formwork panels and concrete is cast to form a wall to construct a basement frame. A spacer is detachably attached to the upper part of the material, the spacer is detached when arranging the mesh muscular body, and the mesh muscular body is inserted from the detached part and arranged, and after the mesh muscular body is arranged. The invention of claim 2 is to cast concrete while attaching a spacer to maintain the interval between the outer pile material and the inner pile material.
【0007】[0007]
【実施例】図1〜図3は、本発明の地下室躯体の構築方
法の一実施例を示し、地面1に形成せる地下室形成用の
穴の底部に床材料2を敷設して床部3を形成すると共
に、穴の側壁部全長にわたつて間隔を隔ててT字型鋼よ
りなる外杭材4および内杭材5を並設し、該外杭材4間
および内杭材5間に型枠パネル6、6、…、7、7、…
を張設し、該型枠パネル6、7間にメッシュ筋体8、
8、…を配筋すると共にコンクリート9を打設して壁部
10を形成して地下室躯体を構築することを特徴とする
地下室躯体の構築方法に関するものである。1 to 3 show an embodiment of a method for constructing a basement skeleton according to the present invention, wherein a floor material 2 is laid on the bottom of a hole for forming a basement formed on the ground 1 and a floor 3 is formed. The outer pile 4 and the inner pile 5 made of T-shaped steel are juxtaposed at intervals along the entire length of the side wall of the hole, and the formwork is formed between the outer pile 4 and the inner pile 5. Panels 6, 6, ..., 7, 7, ...
And a mesh streaks 8, between the formwork panels 6 and 7.
The present invention relates to a method for constructing a basement frame, characterized by arranging reinforcements 8 and placing concrete 9 to form a wall portion 10 to construct a basement frame.
【0008】図4〜図8は、本発明において使用する外
杭材4および内杭材5の異なった実施例を示し、図4は
コ字型鋼よりなる外杭材4および内杭材5を溝部を対向
させて並設せる実施例、図5は図1〜図3と同様にT字
型鋼よりなる外杭材4および内杭材5を直立片を対向さ
せて並設せる実施例、図6は円形鋼管よりなる外杭材4
および内杭材5を並設せる実施例、図7を角形鋼管より
なる外杭材4および内杭材5を並設せる実施例、図8は
2個のアングル鋼を背面部を対向させて固定してなる変
形T字形の外杭材4および内杭材5を並設せる実施例を
示す。FIGS. 4 to 8 show different embodiments of the outer pile 4 and the inner pile 5 used in the present invention. FIG. 4 shows the outer pile 4 and the inner pile 5 made of U-shaped steel. FIG. 5 shows an embodiment in which the groove portions are arranged side by side, and FIG. 5 shows an embodiment in which the outer pile member 4 and the inner pile member 5 made of T-shaped steel are arranged side by side with the upright pieces in the same manner as FIGS. 6 is an outer pile 4 made of a circular steel pipe
7 shows an example in which the outer pile 4 and the inner pile 5 made of a square steel pipe are juxtaposed, and FIG. 8 shows an example in which two angle steels are opposed to each other with their back portions facing each other. An embodiment in which a fixed T-shaped outer pile member 4 and an inner pile member 5 which are fixed are arranged side by side is shown.
【0009】又、図1〜図8に示すように、種々の外杭
材4および内杭材5を間隔を隔てて並設する場合に、外
杭材4および内杭材5の間隔を一定に保持するために外
杭材4および内杭材5の上部に鋼材片よりなるスベーサ
ー11をビスの如き止具12を介して装着し、且つ、メ
ッシュ筋体8を配筋する際に図2の矢印で示すようにス
ペーサー11の一端を離脱させて開口し、該離脱部の上
方よりメッシュ筋体8を挿入して配筋した後、離脱させ
たスペーサー11を元の状態に戻して装着することによ
つて、外杭材4および内杭材5の間隔を正確に保持しつ
つコンクリート9を打設するようにすると、地下室の壁
部10を簡単、確実に形成することができるので、最適
である。When various outer pile members 4 and inner pile members 5 are juxtaposed at intervals, as shown in FIGS. 1 to 8, the distance between the outer pile members 4 and the inner pile members 5 is fixed. When a spacer 11 made of a steel piece is attached to the upper part of the outer pile member 4 and the inner pile member 5 via a stopper 12 such as a screw, and the mesh streaks 8 are arranged in FIG. As shown by the arrow, one end of the spacer 11 is detached and opened, the mesh muscular body 8 is inserted from above the detached portion to arrange the bars, and the detached spacer 11 is returned to its original state and mounted. Accordingly, when the concrete 9 is poured while maintaining the interval between the outer pile member 4 and the inner pile member 5 accurately, the wall portion 10 of the basement can be formed easily and surely. It is.
【0010】図9は、本発明において使用するメッシュ
筋体の一実施例を示し、鉄筋よりなる縦筋材13および
横筋材14を格子状に配筋して溶接固着して一体化して
形成せるメッシュ筋体8を示したが、該メッシュ筋体8
の代わりに、鋼板に多数の孔を穿設してなる孔あき鋼板
を使用しても良い。FIG. 9 shows an embodiment of a mesh braid used in the present invention, in which a vertical reinforcing bar 13 and a horizontal reinforcing bar 14 made of reinforcing steel are arranged in a grid, welded and fixed, and integrally formed. The mesh muscle 8 is shown.
Alternatively, a perforated steel plate formed by forming a large number of holes in a steel plate may be used.
【0011】尚、上記本発明において、地下室形成用の
穴の底部に床材料2を敷設して床部3を形成する場合に
は、例えば、図1に示すように、穴の底部にベースとな
る割栗石15を敷設し、該割栗石15上に鉄筋よりなる
縦筋材および横筋材を格子状に配筋したり、メッシュ筋
体を配筋したりすることによつて筋材16を配筋すると
共に、コンクリートよりなる床材料2を敷設して床部3
を形成すれば良い。In the present invention, when the floor 3 is formed by laying the floor material 2 at the bottom of the hole for forming a basement, for example, as shown in FIG. Laying stones 15 and arranging reinforcing bars 16 on the splitting stones 15 by arranging vertical and horizontal reinforcing bars made of reinforcing steel in a lattice shape or by arranging a mesh muscular body. A floor material 2 made of concrete is laid and a floor 3
May be formed.
【0012】又、上記のようにして形成した壁部10の
上方に屋根部を形成する場合には、上記床部3と同様に
して、図1に示すように地下室の屋根部に筋材16を配
筋すると共に、コンクリートよりなる屋根材料17を打
設して屋根部を形成すれば良い。When a roof is formed above the wall 10 formed as described above, as in the case of the floor 3, as shown in FIG. And a roof material 17 made of concrete may be cast to form a roof portion.
【0013】尚、図1および図2において、18は、屋
根部の型枠パネルを示し、屋根材料17を打設して屋根
部を形成した後、取り外しても良いし、取り外さずに天
井下地材料として使用しても良く、又、19は、型枠パ
ネル受け材、20は、並設せる外杭材4、4、…の頭継
ぎ材、21は、地上建築物を構築する際に使用するアン
カーボルトである。In FIGS. 1 and 2, reference numeral 18 denotes a form panel of the roof, which may be removed after the roof material 17 is formed by casting the roof material 17, or may be removed without removing it. It may be used as a material, and 19 is a form panel receiving material, 20 is a head joint material of outer pile materials 4, 4,... Arranged side by side, and 21 is used when constructing a ground building. It is an anchor bolt to do.
【0014】図10は、地下室のコーナー部22および
間仕切り部23の壁部を形成するために、該コーナー部
22および間仕切り部23の形状に合わせて形成した外
杭材4および内杭材5を使用せる実施例を示す。FIG. 10 shows an outer pile member 4 and an inner pile member 5 formed according to the shapes of the corner portion 22 and the partition 23 to form the walls of the corner 22 and the partition 23 of the basement. An example to be used is shown.
【0015】又、上記本発明において、地下室を完成さ
せる場合には、常法に従って、内部に床仕上げ材、壁仕
上げ材、天井仕上げ材等の仕上げ材料を張設して化粧仕
上げを行って完成させれば良い。In the present invention, when the basement is completed, a finishing material such as a floor finishing material, a wall finishing material, a ceiling finishing material, etc. is stretched in the interior in accordance with a conventional method, and a decorative finish is performed. You can do it.
【0016】[0016]
【発明の効果】以上説明したように、本発明の請求項1
においては、地面に形成せる地下室形成用の穴の底部に
床材料を敷設して床部を形成すると共に、穴の側壁部全
長にわたつて間隔を隔てて外杭材および内杭材を並設
し、該外杭材間および内杭材間に型枠パネルを張設し、
該型枠パネル間にメッシュ筋体を配筋すると共にコンク
リートを打設して壁部を形成して地下室躯体を構築して
いるので、従来のように杭材によつて阻害されることな
くメッシュ筋体を上方より挿入して簡単、迅速に配筋す
ることができ、配筋作業を容易に行うことができ、又、
請求項2においては、外杭材および内杭材の上部に着脱
自在にスペーサーを装着し、メッシュ筋体を配筋する際
に該スペーサーを離脱させ、該離脱部よりメッシュ筋体
を挿入して配筋すると共に、メッシュ筋体の配筋後にス
ペーサーを装着して外杭材および内杭材の間隔を保持し
つつコンクリートを打設しているので、請求項1と同
様、配筋作業を容易に行うことができると共に、外杭材
および内杭材の間隔を正確に保持しつつ地下室の壁を簡
単、確実に形成することができる。As described above, according to the first aspect of the present invention,
In the above, floor material is laid at the bottom of the basement-forming hole formed on the ground to form a floor, and outer and inner piles are juxtaposed at intervals along the entire length of the side wall of the hole. And formwork panels are stretched between the outer pile materials and the inner pile materials,
Since the mesh struts are arranged between the formwork panels and the concrete is cast to form the walls to construct the basement skeleton, the mesh is not hindered by the pile material as in the prior art. The muscle body can be inserted from above to easily and quickly arrange the muscles, making it easy to arrange the muscles.
In claim 2, a spacer is detachably attached to the upper part of the outer pile member and the inner pile member, and the spacer is detached when arranging the mesh streaks, and the mesh streaks are inserted from the detached portion. Since the reinforcement is arranged and the concrete is cast while maintaining the space between the outer pile member and the inner pile member by attaching the spacer after the reinforcement of the mesh muscle body, the reinforcing operation is easy as in claim 1. And the wall of the basement can be simply and reliably formed while accurately maintaining the distance between the outer pile material and the inner pile material.
【図1】本発明の一実施例を示す要部拡大縦断面図であ
る。FIG. 1 is an enlarged vertical sectional view of a main part showing an embodiment of the present invention.
【図2】本発明の同上実施例を示す要部拡大斜視図であ
る。FIG. 2 is an enlarged perspective view of a main part showing the embodiment of the present invention.
【図3】本発明の同上実施例を示す要部拡大横断面図で
ある。FIG. 3 is an enlarged cross-sectional view of a main part showing the embodiment of the present invention.
【図4】本発明において使用する外杭材および内杭材の
異なった実施例を示す横断面図である。FIG. 4 is a cross-sectional view showing different embodiments of the outer pile member and the inner pile member used in the present invention.
【図5】本発明において使用する外杭材および内杭材の
異なった実施例を示す横断面図である。FIG. 5 is a cross-sectional view showing different embodiments of the outer pile material and the inner pile material used in the present invention.
【図6】本発明において使用する外杭材および内杭材の
異なった実施例を示す横断面図である。FIG. 6 is a cross-sectional view showing different embodiments of the outer pile member and the inner pile member used in the present invention.
【図7】本発明において使用する外杭材および内杭材の
異なった実施例を示す横断面図である。FIG. 7 is a cross-sectional view showing different embodiments of the outer pile material and the inner pile material used in the present invention.
【図8】本発明において使用する外杭材および内杭材の
異なった実施例を示す横断面図である。FIG. 8 is a cross-sectional view showing different embodiments of the outer pile material and the inner pile material used in the present invention.
【図9】本発明において使用するメッシュ筋体の一実施
例を示す斜視図である。FIG. 9 is a perspective view showing one embodiment of a mesh muscle used in the present invention.
【図10】本発明の異なった実施例を示す要部拡大横断
面図である。FIG. 10 is an enlarged cross-sectional view of a main part showing a different embodiment of the present invention.
【図11】従来例を示す要部拡大横断面図である。FIG. 11 is an enlarged cross-sectional view of a main part showing a conventional example.
1 地面 2 床材料 3 床部 4 外杭材 5 内杭材 6 型枠パネル 7 型枠パネル 8 メッシュ筋体 9 コンクリート 10 壁部 11 スペーサー DESCRIPTION OF SYMBOLS 1 Ground 2 Floor material 3 Floor 4 Outer pile material 5 Inner pile material 6 Formwork panel 7 Formwork panel 8 Mesh body 9 Concrete 10 Wall section 11 Spacer
Claims (2)
に床材料を敷設して床部を形成すると共に、穴の側壁部
全長にわたつて間隔を隔てて外杭材および内杭材を並設
し、該外杭材間および内杭材間に型枠パネルを張設し、
該型枠パネル間にメッシュ筋体を配筋すると共にコンク
リートを打設して壁部を形成して地下室躯体を構築する
ことを特徴とする地下室躯体の構築方法。1. A floor material is laid at the bottom of a hole for forming a basement formed on the ground to form a floor, and an outer pile material and an inner pile material are spaced apart over the entire length of the side wall of the hole. Side by side, formwork panels are stretched between the outer pile members and between the inner pile members,
A method for constructing a basement body frame, comprising arranging mesh streaks between the formwork panels and casting concrete to form a wall to form a basement body frame.
着脱自在にスペーサーを装着し、メッシュ筋体を配筋す
る際に該スペーサーを離脱させ、該離脱部よりメッシュ
筋体を挿入して配筋すると共に、メッシュ筋体の配筋後
にスペーサーを装着して外杭材および内杭材の間隔を保
持しつつコンクリートを打設することを特徴とする請求
項1の地下室躯体の構築方法。2. A spacer is detachably attached to the upper part of the outer pile member and the inner pile member according to claim 1, and the spacer is detached when arranging the mesh muscle member, and the mesh muscle member is removed from the detached portion. 2. The basement building frame according to claim 1, wherein concrete is cast while inserting and arranging the reinforcing bars and, after arranging the mesh streaks, installing spacers to maintain a space between the outer and inner pile members. How to build.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7183181A JP3069725B2 (en) | 1995-06-15 | 1995-06-15 | How to build the basement frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7183181A JP3069725B2 (en) | 1995-06-15 | 1995-06-15 | How to build the basement frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH093929A JPH093929A (en) | 1997-01-07 |
| JP3069725B2 true JP3069725B2 (en) | 2000-07-24 |
Family
ID=16131193
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7183181A Expired - Fee Related JP3069725B2 (en) | 1995-06-15 | 1995-06-15 | How to build the basement frame |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3069725B2 (en) |
-
1995
- 1995-06-15 JP JP7183181A patent/JP3069725B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH093929A (en) | 1997-01-07 |
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