JPH08128057A - Construction of basement - Google Patents

Construction of basement

Info

Publication number
JPH08128057A
JPH08128057A JP6269007A JP26900794A JPH08128057A JP H08128057 A JPH08128057 A JP H08128057A JP 6269007 A JP6269007 A JP 6269007A JP 26900794 A JP26900794 A JP 26900794A JP H08128057 A JPH08128057 A JP H08128057A
Authority
JP
Japan
Prior art keywords
steel
anchor bolt
floor panel
foundation
anchor
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.)
Pending
Application number
JP6269007A
Other languages
Japanese (ja)
Inventor
Ryuji Takase
隆二 高瀬
Tomoyoshi Koyama
友義 小山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP6269007A priority Critical patent/JPH08128057A/en
Publication of JPH08128057A publication Critical patent/JPH08128057A/en
Pending legal-status Critical Current

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Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: To enable it to promote the extent labor-saving in execution of works and the shortening of a construction period. CONSTITUTION: A steel floor panel 2 is set up on a concrete foundation, while an anchor bolt 6 projectingly installed in this concrete foundation 1 is projected into an anchor bolt insertional hole formed in this steel floor panel 2. Next, this anchor bolt insertional hole of the steel floor panel 2 is closed, while level adjusting mortar is filled up in and around this bot 6. In succession, a steel column 3 is set up on this level adjusting mortar, and simultaneously this anchor bolt 6 is inserted through the anchor bolt insertional hole of a base plate attached to a lower end of this steel column 3. In addition, an anchor nut 10 is screwed in this anchor bolt 5 and thereby the steel column 3 is secured to the foundation 1. Subsequently, a steel wall panel 5 is set up in and around the steel floor panel 2 as securding it tight to the steel floor panel 2 and the steel column 3 or steel beam 4.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、掘削地盤面上に構成
されたコンクリート基礎の上に鉄骨骨組を建て込み、こ
の鉄骨骨組に床用及び壁用としてそれぞれ構成された鋼
製床パネルと鋼製壁とを取り付けて地下部分を構築する
地下階の構築工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel frame and a steel floor panel, which are constructed for a floor and a wall, respectively, by constructing a steel frame on a concrete foundation formed on an excavated ground surface. It relates to the construction method of the basement floor where the wall is attached and the basement is constructed.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】最近で
は、住宅にも地下室を設けることが多く、また、この種
地下室は工期の短縮化、施工の省力化等を図るために、
地下室の天井用、壁用及び床用としてそれぞれ構成され
た各構成パネルを接合ボルトで適宜連結して構築されて
いる。
2. Description of the Related Art Recently, a basement is often provided in a house as well, and in order to shorten the construction period and save labor in construction, etc.
It is constructed by appropriately connecting the constituent panels respectively configured for the ceiling, the wall and the floor of the basement with joining bolts.

【0003】この発明は、この種の地下室の構築工法を
改良発展させたもので、施工の省力化、工期の短縮化等
を可能にした地下室の構築工法を提供することを目的と
する。
An object of the present invention is to improve and develop this type of basement construction method, and it is an object of the present invention to provide a basement construction method capable of saving labor and shortening the construction period.

【0004】[0004]

【課題を解決するための手段】この発明に係る地下階の
構築工法は、地盤を所定深さに掘削した後、この掘削地
盤面上に基礎を構築し、この基礎の上に柱と梁とを備え
た鉄骨骨組と床用及び壁用としてそれぞれ構成された複
数枚の鋼製床パネルと鋼製壁パネルとによって地下部分
を構築する地階の構築工法において、前記基礎の上に前
記鋼製床パネルを設置すると共に、この鋼製床パネルに
形成されたアンカーボルト挿通孔に前記基礎に突設され
たアンカーボルトを突出させ、次に、前記鋼製床パネル
のアンカーボルト挿通孔を閉塞するともに、前記アンカ
ーボルトの周囲にレベル調整モルタルを充填し、次に、
このレベル調整モルタルの上に前記鉄骨柱を設置すると
ともに、この鉄骨柱の下端部に取り付けられたベースプ
レートのアンカーボルト挿通孔に前記アンカーボルトを
挿通し、かつ、このアンカーボルトにアンカーナットを
螺合することにり前記鉄骨柱を前記基礎に固定し、次
に、前記鋼製壁パネルを前記鋼製床パネル及び前記鉄骨
柱或いは鉄骨梁に固定しつつ設置することを特徴とす
る。
The method for constructing a basement floor according to the present invention excavates the ground to a predetermined depth, then constructs a foundation on the excavated ground surface, and forms pillars and beams on the foundation. In a construction method of a basement for constructing an underground portion by a steel frame and a plurality of steel floor panels respectively configured for floors and walls and steel wall panels, the steel floor on the foundation Along with installing the panel, the anchor bolt insertion hole formed in the steel floor panel is made to project the anchor bolt protruding from the foundation, and then the anchor bolt insertion hole of the steel floor panel is closed. , Fill level adjustment mortar around the anchor bolt, then
Install the steel column on the level adjusting mortar, insert the anchor bolt through the anchor bolt insertion hole of the base plate attached to the lower end of the steel column, and screw the anchor nut onto the anchor bolt. The steel column is fixed to the foundation, and then the steel wall panel is installed while being fixed to the steel floor panel and the steel column or steel beam.

【0005】[0005]

【実施例】図1〜3は、この発明に係る地下室の構築工
法の一実施例を示し、図において、符号1は、所定深さ
に掘削された掘削地盤面上に所定厚さに構成されたコン
クリート基礎(以下「基礎1」という)、2はこの基礎
1の上に設置され、地下室の床部分を構成する鋼製床パ
ネル、3は基礎1の上に立設され、地下室の柱となる鉄
骨柱、4は鉄骨柱3の上端部に架け渡され、鉄骨柱3と
で地下室の鉄骨骨組を構成する鉄骨梁、5は鋼製床パネ
ル2の周囲に立設され、地下室の外壁を構成する鋼製壁
パネル、そして、符号6は基礎1の上端部に突設され、
鉄骨柱3を基礎1に固定するアンカーボルトである。
1 to 3 show an embodiment of a method for constructing a basement according to the present invention. In the drawings, reference numeral 1 indicates a predetermined thickness on an excavated ground surface excavated to a predetermined depth. Concrete foundation (hereinafter referred to as "foundation 1"), 2 are installed on this foundation 1, steel floor panels that make up the floor part of the basement, 3 are erected on the foundation 1, and are the pillars of the basement. The steel columns 4 are bridged over the upper ends of the steel columns 3, and the steel beams that make up the steel frame of the basement with the steel columns 3 are erected around the steel floor panel 2 to form the outer wall of the basement. The constituent steel wall panels, and the reference numeral 6 are provided on the upper end of the foundation 1,
An anchor bolt for fixing the steel column 3 to the foundation 1.

【0006】鉄骨柱3及び鉄骨梁4は、いずれもH形鋼
等より形成されている。また、鋼製床パネル2及び鋼製
壁パネル5は、いずれも複数本の形鋼7を方形枠状に枠
組し、その片側面に鋼板8を溶接ることにより構成され
ている。
Each of the steel frame columns 3 and the steel frame beams 4 is made of H-section steel or the like. Further, each of the steel floor panel 2 and the steel wall panel 5 is configured by framing a plurality of shaped steels 7 in a rectangular frame shape and welding a steel plate 8 to one side surface thereof.

【0007】また、鋼製床パネル2は互いに連結しつつ
基礎1の上に設置され、鋼製壁パネル5は互いに連結し
つつ、かつ、鋼製床パネル2及び鉄骨柱3或いは鉄骨梁
4に固定しつつ鋼製床パネル2の周囲に設置されてい
る。
Further, the steel floor panels 2 are connected to each other and installed on the foundation 1, the steel wall panels 5 are connected to each other, and the steel floor panels 2 and the steel columns 3 or the steel beams 4 are connected to each other. It is installed around the steel floor panel 2 while being fixed.

【0008】アンカーボルト6は鋼製床パネル5の鋼板
8に形成されたアンカーボルト挿通孔8a及び鉄骨柱3の
下端部に取り付けられたベースプレート9のアンカーボ
ルト挿通孔9aを連続して貫通している。また、このアン
カーボルト6先端の雄ねじ部6aにアンカーナット10が螺
合されることによって鉄骨柱3は基礎1の上に強固に固
定されている。
The anchor bolt 6 continuously penetrates the anchor bolt insertion hole 8a formed in the steel plate 8 of the steel floor panel 5 and the anchor bolt insertion hole 9a of the base plate 9 attached to the lower end of the steel column 3. There is. Further, the steel nut 3 is firmly fixed onto the foundation 1 by screwing the anchor nut 10 into the male screw portion 6a at the tip of the anchor bolt 6.

【0009】また、鋼製床パネル2の鋼板8に形成され
たアンカーボルト貫通孔8aは、アンカーボルト6の挿通
後、ワッシャ11を取り付け、このワッシャ11及びアンカ
ーボルト貫通孔8aの周囲を溶接することにより確実に防
水がなされている。
The anchor bolt through hole 8a formed in the steel plate 8 of the steel floor panel 2 is fitted with a washer 11 after the anchor bolt 6 is inserted, and the washer 11 and the periphery of the anchor bolt through hole 8a are welded. This ensures that it is waterproof.

【0010】また、アンカーボルト6の周囲にはレベル
調整モルタル12が所定高さに充填されることによって鉄
骨柱3のレベルが調整されている。
Further, the level of the steel frame column 3 is adjusted by filling a level adjusting mortar 12 around the anchor bolt 6 to a predetermined height.

【0011】このような構成において、次に、この発明
に係る地下室の構築工法を順をおって説明する。
With such a structure, the construction method of the basement according to the present invention will be described step by step.

【0012】(1) 最初に、地盤を所定深さまで掘り下
げ、その掘削底面に基礎1を構成する。
(1) First, the ground is dug down to a predetermined depth, and the foundation 1 is formed on the excavated bottom surface.

【0013】なお、この場合、コンクリートを打設する
前に所定位置にアンカーボルト6を突設しておくものと
する。
In this case, the anchor bolt 6 is projected at a predetermined position before the concrete is poured.

【0014】(2) 次に、基礎1のコンクリートが充分な
強度を発現したら、基礎1の上に均しモルタル13を所定
厚さに塗着してレベル調整をし、その上に鋼製床パネル
2を設置する。この場合、アンカーボルト6の突出部分
においては、鋼製床パネル2のアンカーボルト挿通孔8a
よりアンカーボルト6を突出させておくものとし、ま
た、鋼製床パネル5と5との接合部にはシール材(図省
略)を介在する等して充分な防水処理を行う。
(2) Next, when the concrete of the foundation 1 develops a sufficient strength, leveling mortar 13 is applied on the foundation 1 to a predetermined thickness to adjust the level, and then the steel floor is placed thereon. Install panel 2. In this case, at the protruding portion of the anchor bolt 6, the anchor bolt insertion hole 8a of the steel floor panel 2 is formed.
The anchor bolt 6 is further projected, and a sufficient waterproof treatment is performed by interposing a sealing material (not shown) at the joint between the steel floor panels 5 and 5.

【0015】さらに、アンカーボルト6にワッシャ11を
取り付け、このワッシャ11及びアンカーボルト貫通孔8a
の周囲を溶接することにより、アンカーボルト6の周囲
の防水処理も行う。
Further, a washer 11 is attached to the anchor bolt 6, and the washer 11 and the anchor bolt through hole 8a.
The periphery of the anchor bolt 6 is also waterproofed by welding the periphery thereof.

【0016】(3) 次に、アンカーボルト6の突出部分に
鉄骨柱3を立設するとともに、アンカープレート9のア
ンカー孔9aにアンカーボルト6を貫通させる。
(3) Next, the steel column 3 is erected on the protruding portion of the anchor bolt 6, and the anchor bolt 6 is passed through the anchor hole 9a of the anchor plate 9.

【0017】そして、アンカーボルト6の周囲にレベル
調整モルタル12を所定厚さに充填して鉄骨柱3のレベル
出しを行い、レベル出しが完了したら、アンカーボルト
6の雄ねじ部6aにアンカーナット10を螺合して基礎1の
上に鉄骨柱3を強固に固定する。
Then, the level adjustment mortar 12 is filled in a predetermined thickness around the anchor bolt 6 to level the steel column 3, and when the leveling is completed, the anchor nut 6 is attached to the male screw portion 6a of the anchor bolt 6. The steel pillar 3 is firmly fixed onto the foundation 1 by screwing.

【0018】(4) 次に、鋼製床パネル2の周囲に、鋼製
壁パネル5を互いに連結しつつ、かつ、鋼製床パネル2
及び鉄骨柱3或いは鉄骨梁4に固定しつつ設置する。
(4) Next, around the steel floor panel 2, while connecting the steel wall panels 5 to each other, the steel floor panel 2
And, it is installed while being fixed to the steel column 3 or the steel beam 4.

【0019】この場合、隣接する鋼製壁パネル5と5と
の接合部及び鋼製壁パネル5と鋼製床パネル2との接合
部にシール材(図省略)を介在する等して接合部の防水
処理を確実に行うものとする。
In this case, a joint portion between the adjacent steel wall panels 5 and 5 and a joint portion between the steel wall panel 5 and the steel floor panel 2 are joined together by interposing a sealant (not shown). The waterproof treatment of shall be surely performed.

【0020】[0020]

【発明の効果】この発明は、以上説明した構成からな
り、前記の工程により、地下室の鉄骨骨組の建て込みと
鋼製床パネル及び鋼製壁パネルの組み立てとをきわめて
容易に行うことができる効果がある。
According to the present invention, which has the structure described above, it is extremely easy to assemble the steel frame of the basement and assemble the steel floor panel and the steel wall panel by the above steps. There is.

【0021】特に、鉄骨柱の建て付けに際しては、コン
クリート基礎の上に鋼製床パネルを設置すると共に、こ
の鋼製床パネルに形成されたアンカーボルト挿通孔に前
記基礎に突設されたアンカーボルトを突出させ、このア
ンカーボルトの雄ねじ部にアンカーナットを螺合して鉄
骨柱を固定し、また、アンカーボルトの周囲にレベル調
整モルタルを充填することにより鉄骨柱のレベル調整を
行い、さらに、鋼製床パネルに形成されたアンカーボル
ト挿通孔は、アンカーボルトの挿通後に完全に閉塞して
防水処理を行うので、鉄骨柱の建て付け等を確実にしか
も容易に行うことができ、地下室施工を簡易化して迅速
に施工できる効果がある。
Particularly, when building a steel column, a steel floor panel is installed on a concrete foundation, and anchor bolts protruding from the anchor bolt insertion hole formed in the steel floor panel are provided. To fix the steel column by screwing an anchor nut onto the male thread of the anchor bolt, and by filling the periphery of the anchor bolt with level adjustment mortar to adjust the level of the steel column. The anchor bolt insertion holes formed in the floor panel are completely closed after inserting the anchor bolts for waterproofing, so it is possible to erected steel pillars securely and easily, and to simplify basement construction There is an effect that it can be quickly converted into a structure.

【図面の簡単な説明】[Brief description of drawings]

【図1】この発明に係る地下室の構築工法の一実施例を
示す地下室の一部縦断面図である。
FIG. 1 is a partial vertical cross-sectional view of a basement showing an embodiment of a method for constructing a basement according to the present invention.

【図2】図1におけるA部拡大図である。FIG. 2 is an enlarged view of part A in FIG.

【図3】鋼製床パネル及び鋼製壁パネルの斜視図であ
る。
FIG. 3 is a perspective view of a steel floor panel and steel wall panel.

【符号の説明】[Explanation of symbols]

1…コンクリート基礎(基礎)、2…鋼製床パネル、3
…鉄骨柱、4…鉄骨梁、5…鋼製壁パネル、6…アンカ
ーボルト、7…形鋼、8…鋼板、9…ベースプレート、
10…アンカーナット、11…ワッシャ、12…レベル調整モ
ルタル、13…均しモルタル。
1 ... Concrete foundation (foundation), 2 ... Steel floor panel, 3
... steel column, 4 ... steel beam, 5 ... steel wall panel, 6 ... anchor bolt, 7 ... shaped steel, 8 ... steel plate, 9 ... base plate,
10 ... Anchor nut, 11 ... Washer, 12 ... Level adjustment mortar, 13 ... Leveling mortar.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地盤を所定深さに掘削した後、この掘削
地盤面上に基礎を構築し、この基礎の上に柱と梁とを備
えた鉄骨骨組と床用及び壁用としてそれぞれ構成された
複数枚の鋼製床パネルと鋼製壁パネルとによって地下部
分を構築する地階の構築工法において、前記基礎の上に
前記鋼製床パネルを設置すると共に、この鋼製床パネル
に形成されたアンカーボルト挿通孔に前記基礎に突設さ
れたアンカーボルトを突出させ、次に、前記鋼製床パネ
ルのアンカーボルト挿通孔を閉塞するともに、前記アン
カーボルトの周囲にレベル調整モルタルを充填し、次
に、このレベル調整モルタルの上に前記鉄骨柱を設置す
るとともに、この鉄骨柱の下端部に取り付けられたベー
スプレートのアンカーボルト挿通孔に前記アンカーボル
トを挿通し、かつ、このアンカーボルトにアンカーナッ
トを螺合することにり前記鉄骨柱を前記基礎に固定し、
次に、前記鋼製壁パネルを前記鋼製床パネル及び前記鉄
骨柱或いは鉄骨梁に固定しつつ設置することを特徴とす
る地下室の構築工法。
1. After excavating the ground to a predetermined depth, a foundation is constructed on the excavated ground surface, and a steel frame provided with columns and beams on the foundation is constructed for floor and wall, respectively. In the construction method of the basement for constructing an underground part by a plurality of steel floor panels and steel wall panels, the steel floor panel was installed on the foundation, and the steel floor panel was formed. Anchor bolts protruding from the foundation are projected in the anchor bolt insertion holes, and then the anchor bolt insertion holes of the steel floor panel are closed, and level adjustment mortar is filled around the anchor bolts. , The steel column is installed on the level adjustment mortar, and the anchor bolt is inserted through the anchor bolt insertion hole of the base plate attached to the lower end of the steel column, and Fixing the steel column to the foundation by screwing an anchor nut to the anchor bolt of
Next, a method for constructing a basement, wherein the steel wall panel is installed while being fixed to the steel floor panel and the steel column or steel beam.
JP6269007A 1994-11-01 1994-11-01 Construction of basement Pending JPH08128057A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6269007A JPH08128057A (en) 1994-11-01 1994-11-01 Construction of basement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6269007A JPH08128057A (en) 1994-11-01 1994-11-01 Construction of basement

Publications (1)

Publication Number Publication Date
JPH08128057A true JPH08128057A (en) 1996-05-21

Family

ID=17466373

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6269007A Pending JPH08128057A (en) 1994-11-01 1994-11-01 Construction of basement

Country Status (1)

Country Link
JP (1) JPH08128057A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0296026A (en) * 1988-09-30 1990-04-06 Higashikata Unit Kenkyusho:Kk Structuring building with underground structure
JPH047416A (en) * 1990-04-24 1992-01-10 Ryuji Takase Method for constructing underground room

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0296026A (en) * 1988-09-30 1990-04-06 Higashikata Unit Kenkyusho:Kk Structuring building with underground structure
JPH047416A (en) * 1990-04-24 1992-01-10 Ryuji Takase Method for constructing underground room

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