JP3826356B2 - Building foundation structure - Google Patents

Building foundation structure Download PDF

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Publication number
JP3826356B2
JP3826356B2 JP2002321173A JP2002321173A JP3826356B2 JP 3826356 B2 JP3826356 B2 JP 3826356B2 JP 2002321173 A JP2002321173 A JP 2002321173A JP 2002321173 A JP2002321173 A JP 2002321173A JP 3826356 B2 JP3826356 B2 JP 3826356B2
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Prior art keywords
foundation
floor
floor slab
building
structures
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JP2004156241A (en
Inventor
幸紀 木原
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Shimizu Corp
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Shimizu Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02BCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B80/00Architectural or constructional elements improving the thermal performance of buildings

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  • Foundations (AREA)
  • Building Environments (AREA)
  • Refrigerator Housings (AREA)

Description

【0001】
【発明の属する技術分野】
本発明は建物の基礎の構造、特に1階の床に充分な断熱性能が要求される冷凍倉庫等の建物に適用して好適な構造に関する。
【0002】
【従来の技術】
周知のように、建物の基礎としては、べた基礎やフーチング基礎等の直接基礎、支持杭や摩擦杭等による杭基礎等、様々な構造のものがあり、建物の規模や地盤状況に応じて最適なものが採用されている。
【0003】
ところで、1階の床に充分な断熱性能が要求される建物、たとえば大規模な冷凍倉庫等の建物にあっては、1階の床スラブから地盤への熱ロスや地盤凍結を防止する必要があることから、この種の建物の基礎としては図2に示す構造のものが一般に採用されている。図2は杭基礎の場合のものであって、柱1の位置に4本の杭2からなる群杭を設け、それらの杭頭部にフーチング3を設け、フーチング3間に基礎梁4を設けるとともに基礎梁4間に基礎小梁5を設け、1階の床スラブ6の下方に床下ピット7を確保して床スラブ6の下面側に断熱材8を設けたものである。符号9は転圧した砕石層、10は捨コンクリートである。
【0004】
上記の構造の基礎では、床スラブ6の下面側に断熱材8を設けることに加えて床下ピット7が空気層として機能するので優れた断熱性能を確保できるが、特にフーチング3の施工に際しては複雑かつ面倒な鉄筋工事や型枠工事が必要であるし、また、基礎梁4および基礎小梁5を格子状に設けることから床下ピット7内での通気性を確保するために基礎梁4および基礎小梁5に大径の通気孔11を設ける必要もあり、したがって全体として施工が煩雑にならざるを得ない。
【0005】
そのため、たとえば特許文献1や特許文献2に示されるように、基礎梁を格子状に設けるのではなく一方向にのみ設けることで構造の簡略化を図り、かつ床下ピットの通気性を自ずと確保することも提案されている
【0006】
【特許文献1】
特開昭52−107661号公報
【特許文献2】
特開昭53−33455号公報
【0007】
【発明が解決しようとする課題】
しかし、基礎梁を単に一方向に設けることのみでは、従前の基礎に較べて構造の簡略化と施工の合理化を必ずしも充分に図ることはできず、そのため、さらなる簡略化と合理化を図り得てこの種の建物に適用して最適な基礎の構造が模索されていた。
【0008】
【課題を解決するための手段】
上記事情に鑑み、請求項1の発明は、建物の基礎の構造において、幅寸法が高さ寸法よりも大きい扁平な矩形断面とされているとともに全長にわたって同一断面形状とされている鉄筋コンクリート造の基礎構造体を1方向に延在するように複数並設して、それら基礎構造体の上部相互間に1階の床スラブを架設するとともに、基礎構造体相互間に床下ピットを確保し、前記基礎構造体の下部には、該基礎構造体を介して上部構造を支持する多数の杭を、該基礎構造体が延在している1方向に沿って分散して列設したことを特徴とする。
【0011】
請求項2の発明は、請求項1の発明の建物の基礎の構造において、1階の床スラブの下面側に断熱材を一体に打ち込んだことを特徴とする。
【0012】
【発明の実施の形態】
図1は冷凍倉庫を用途とする建物に本発明を適用した場合の実施形態を示すものである。
【0013】
本実施形態における建物では、従来一般のこの種の建物の場合と同様に、1階の床スラブ6の下方に床下ピット7を設けるとともに床スラブ6の下面側に断熱材8を設けることで、1階の床の断熱性能を確保し、それによって床スラブ6からの熱ロスと地盤凍結を防止するようにしている。そして、本実施形態では、図2に示した従来一般の基礎におけるフーチング3と基礎梁4の機能を併せ持つ矩形断面の鉄筋コンクリート造の基礎構造体20を1方向にのみ延在するように複数並設して、それら基礎構造体20の相互間に床下ピット7を確保し、それら基礎構造体20の上部相互間に1階の床スラブ6を直接的に架設するものとしている。符号21は床筋、22は基礎構造体20における鉄筋である。
【0014】
基礎構造体20は、幅寸法が高さ寸法よりも大きくされた扁平な矩形断面とされ、かつその横断面形状は基礎構造体20の全長にわたって同一とされていて、この基礎構造体20の下部には多数の杭2が基礎構造体20の長さ方向(つまりこの基礎構造体20が延在している1方向)に沿って一列をなすように列設されている。図2に示したような従来一般の杭基礎では柱1の位置に複数の杭2が群杭として集約して設けられることが通常であるが、本実施形態では多数の杭2を群杭として設けるのではなく基礎構造体20に沿って分散して(つまり所定の間隔をおいて)列設することにより、従来のようにフーチング3を格別に設けることなく、それら杭2により基礎構造体20を介して上部構造を支障なく支持し得るものとなっている。
【0015】
また、床スラブ6の下面側に設けられている断熱材8は、床スラブ6を形成する際の型枠を兼ねるものとされている。すなわち、床スラブ6の施工に際しては鋼製打込型枠23(いわゆるFデッキが好適に採用可能である)を採用し、その上に断熱材8を敷設しておいてその上にコンクリートを打設することで、床スラブ6を形成すると同時にその下面側に断熱材8を一体に打ち込むものとしている。ただし、必ずしもそうすることはなく、床スラブ6を施工した後に断熱材8を後付けすることでも良い。
【0016】
本実施形態の基礎では、図2に示したような従来一般の構造の基礎におけるフーチング3と、基礎梁4と、必要に応じて床スラブ6を支持するために設けられる床梁や束壁としての機能を、基礎構造体20がそれ自身で全て併せ持つ(換言すれば、基礎構造体20は、フーチング3と基礎梁4と床梁や束壁の機能の全てを兼ねるものとして設計されている)ものであり、したがってそれらを個別に設けている従来一般の基礎に較べて構造が格段に簡略化され、その施工も遙かに容易に行い得るものである。
【0017】
特に、従来一般の基礎ではフーチング3の回りにおいて複雑な配筋工事と型枠工事を必要とするが、本実施形態では杭2を一列に列設するために基礎構造体20を全長にわたって同一断面形状の単なる扁平な矩形断面のものとして設ければ良いから、フーチング3を格別に設ける場合に較べて配筋工事や型枠工事が各段に単純化され、施工の合理化を充分に図ることができる。
【0018】
また、基礎構造体20を一方向に並設するのみであるから、基礎梁4を格子状に設ける従来一般の基礎のように床下ピット7が格子状に分断されてしまうことがなく、したがって床下ピット7全体の通気性を自ずと確保できるし、従来のように基礎梁4や基礎小梁5に通気孔11を設けるような必要も当然になく、この点においても施工性に優れる。
【0019】
さらに、基礎構造体20を扁平断面としていることからフーチングとして支障なく機能することはもとより、これを縦長断面とする場合に較べると基礎構造体20間のスパンが同一であっても床スラブ6の支持スパンは実質的に小さくなり、したがって床スラブ6の剛性確保の点で有利となるし、床スラブ6を支持するための小梁や束材等も不要とすることができる。
【0020】
なお、本発明は上記実施形態のように1階の床に充分な断熱性能が要求される冷凍倉庫等の建物に適用することが最適ではあるが、他の用途の建物に適用しても勿論良く、いずれにしても基礎の構造の簡略化とその施工の合理化を充分に図ることができる。そして、上記実施形態のように基礎構造体20を全長にわたって同一断面形状の扁平断面として1方向にのみ延在させて並設し、その基礎構造体20に杭2を一列をなすように分散して列設すれば良く、その限りにおいては断熱材8を床スラブ6に一体に打ち込むことが好ましいが、本発明はそれに限るものでもなく、建物の用途や規模、形態等によっては、断熱材の有無を含めて適宜の設計的変更が可能であることは言うまでもない。
【0021】
【発明の効果】
請求項1の発明は、矩形断面の鉄筋コンクリート造の基礎構造体を1方向に延在するように複数並設して、それら基礎構造体の上部相互間に1階の床スラブを架設するとともに、基礎構造体相互間に床下ピットを確保したので、基礎構造体にフーチングと基礎梁と1階の床梁の機能を併せ持たすことができ、したがって従来一般の基礎に較べて構造が遙かに簡略化され、その施工の合理化を充分に図ることができ、床下ピットの通気性および断熱性も自ずと確保でき、冷凍倉庫等を用途とする建物に適用して最適である。
【0022】
特に、基礎構造体の下部にその長さ方向に沿って多数の杭を分散して列設したので、柱の位置に複数の杭をまとめて設ける場合のように格別のフーチングを設ける必要がない。
【0023】
また、基礎構造体を全長にわたって幅寸法が高さ寸法よりも大きい扁平な矩形断面としたので、その下部に杭を支障なく設けることができることはもとより、フーチングとして支障なく機能できるものであるし、床スラブの支持スパンが自ずと小さくなるので床スラブの剛性確保の点で有利である。
【0024】
請求項2の発明は、1階の床スラブの下面側に断熱材を一体に打ち込んだので、床スラブの断熱性を確保できるとともに、断熱材を打込型枠とすることで床スラブの施工が容易となる。
【図面の簡単な説明】
【図1】 本発明の実施形態である基礎の構造を示す図である。
【図2】 従来一般の基礎の一例を示す図である。
【符号の説明】
1 柱
2 杭
3 フーチング
4 基礎梁
5 基礎小梁
6 床スラブ
7 床下ピット
8 断熱材
9 砕石層
10 捨コンクリート
11 通気孔
20 基礎構造体
21 床筋
22 鉄筋
23 鋼製打込型枠
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a structure suitable for application to a building structure such as a refrigeration warehouse where a sufficient heat insulating performance is required for the floor of the first floor, particularly a floor of a building.
[0002]
[Prior art]
As is well known, building foundations include various foundations such as solid foundations and footing foundations, and pile foundations such as support piles and friction piles, which are optimal for the size of the building and the ground conditions. Is adopted.
[0003]
By the way, in a building where sufficient insulation performance is required for the first floor, such as a large-scale refrigerated warehouse, it is necessary to prevent heat loss from the first floor slab to the ground and ground freezing. For this reason, the structure shown in FIG. 2 is generally adopted as the foundation of this type of building. FIG. 2 shows a case of a pile foundation, in which a group pile composed of four piles 2 is provided at the position of the pillar 1, a footing 3 is provided on the pile head, and a foundation beam 4 is provided between the footings 3. In addition, a foundation beam 5 is provided between the foundation beams 4, a floor pit 7 is secured below the floor slab 6 on the first floor, and a heat insulating material 8 is provided on the lower surface side of the floor slab 6. Reference numeral 9 is a crushed crushed stone layer, and 10 is discarded concrete.
[0004]
In the foundation of the above structure, in addition to providing the heat insulating material 8 on the lower surface side of the floor slab 6, the underfloor pit 7 functions as an air layer so that excellent heat insulating performance can be secured. In addition, troublesome reinforcement work and formwork work are required, and the foundation beam 4 and foundation are secured in order to ensure air permeability in the underfloor pit 7 because the foundation beam 4 and the foundation beam 5 are provided in a lattice shape. It is necessary to provide the small-diameter beam 5 with a large-diameter air hole 11, so that the construction is inevitably complicated as a whole.
[0005]
Therefore, as shown in Patent Document 1 and Patent Document 2, for example, the foundation beam is not provided in a lattice shape but is provided only in one direction, thereby simplifying the structure and ensuring the air permeability of the underfloor pits. It is also proposed that [0006]
[Patent Document 1]
JP 52-106611 A [Patent Document 2]
JP-A-53-33455 [0007]
[Problems to be solved by the invention]
However, simply providing the foundation beam in one direction does not always sufficiently simplify the structure and rationalize the construction compared to the conventional foundation, and therefore, it can be further simplified and rationalized. The most suitable foundation structure was sought for the kind of building.
[0008]
[Means for Solving the Problems]
In view of the above circumstances, the invention of claim 1 is the foundation of a reinforced concrete structure in which the width dimension is a flat rectangular section larger than the height dimension and has the same sectional shape over the entire length. a plurality arranged so as to extend the structure in one direction, as well as erection of the first floor of the floor slab between the upper cross their basic structure, to ensure underfloor pits between foundation structure each other, said base In the lower part of the structure, a number of piles supporting the upper structure via the foundation structure are distributed and arranged along one direction in which the foundation structure extends. .
[0011]
The invention of claim 2 is characterized in that, in the structure of the foundation of the building of the invention of claim 1 , a heat insulating material is integrally driven into the lower surface side of the floor slab on the first floor.
[0012]
DETAILED DESCRIPTION OF THE INVENTION
FIG. 1 shows an embodiment in which the present invention is applied to a building that uses a refrigerated warehouse.
[0013]
In the building in the present embodiment, as in the case of this type of conventional general building, by providing the under floor pit 7 below the floor slab 6 on the first floor and providing the heat insulating material 8 on the lower surface side of the floor slab 6, The heat insulation performance of the floor on the first floor is secured, thereby preventing heat loss and ground freezing from the floor slab 6. In this embodiment, a plurality of parallel reinforced concrete foundation structures 20 having the functions of the footing 3 and the foundation beam 4 in the conventional general foundation shown in FIG. 2 extend in only one direction. The underfloor pit 7 is secured between the foundation structures 20 and the first floor slab 6 is directly installed between the upper portions of the foundation structures 20. Reference numeral 21 is a floor reinforcement, and 22 is a reinforcing bar in the foundation structure 20.
[0014]
The foundation structure 20 has a flat rectangular cross section in which the width dimension is larger than the height dimension , and the cross-sectional shape is the same over the entire length of the foundation structure 20. A large number of piles 2 are arranged in a line along the length direction of the foundation structure 20 (that is, one direction in which the foundation structure 20 extends) . In the conventional general pile foundation as shown in FIG. 2, it is normal that a plurality of piles 2 are aggregated and provided as a group pile at the position of the pillar 1, but in this embodiment, a large number of piles 2 are used as a group pile. Instead of providing them, they are distributed along the foundation structure 20 (that is, at a predetermined interval) and arranged in a row, so that the footing 3 is not specially provided as in the prior art, and the foundation structure 20 is provided by these piles 2. It is possible to support the superstructure without any trouble.
[0015]
The heat insulating material 8 provided on the lower surface side of the floor slab 6 also serves as a formwork for forming the floor slab 6. That is, when the floor slab 6 is constructed, a steel casting formwork 23 (so-called F deck can be suitably employed) is adopted, and a heat insulating material 8 is laid thereon, and concrete is placed thereon. By installing, the floor slab 6 is formed, and at the same time, the heat insulating material 8 is integrally driven into the lower surface side thereof. However, this is not necessarily the case, and the heat insulating material 8 may be retrofitted after the floor slab 6 is constructed.
[0016]
In the foundation of the present embodiment, the footing 3 and the foundation beam 4 in the foundation of the conventional general structure as shown in FIG. 2, the floor beam and the bundle wall provided to support the floor slab 6 as necessary. The foundation structure 20 has all the functions of itself (in other words, the foundation structure 20 is designed to have all the functions of the footing 3, the foundation beam 4, the floor beam and the bundle wall). Therefore, the structure is remarkably simplified as compared with a conventional general foundation in which they are individually provided, and the construction can be performed much more easily.
[0017]
In particular, the conventional general foundation requires complicated reinforcement work and formwork around the footing 3, but in this embodiment , the foundation structure 20 has the same cross section over the entire length in order to arrange the piles 2 in a row. Since it is only necessary to provide a flat rectangular cross-section, the bar arrangement work and the formwork work are simplified at each stage as compared with the case where the footing 3 is specially provided, and the construction can be rationalized sufficiently. it can.
[0018]
Further, since the foundation structures 20 are only arranged in one direction, the underfloor pits 7 are not divided into a lattice shape unlike a conventional general foundation in which the foundation beams 4 are arranged in a lattice shape. The air permeability of the entire pit 7 can be naturally secured, and naturally there is no need to provide the air holes 11 in the foundation beam 4 or the foundation beam 5 as in the prior art. In this respect, the workability is excellent.
[0019]
Furthermore, since the foundation structure 20 has a flat cross section, it can function as a footing without hindrance, and even when the span between the foundation structures 20 is the same as compared with the case where this is a vertically long section, the floor slab 6 The support span is substantially reduced, which is advantageous in terms of securing the rigidity of the floor slab 6, and it is possible to eliminate the need for a beam or a bundle for supporting the floor slab 6.
[0020]
The present invention is optimally applied to a building such as a refrigerated warehouse where sufficient insulation performance is required for the floor on the first floor as in the above embodiment. In any case, the basic structure can be simplified and the construction can be rationalized sufficiently. And like the said embodiment, the base structure 20 is extended in one direction as a flat cross section of the same cross-sectional shape over the whole length, and it is arranged in parallel, and the pile 2 is distributed in the base structure 20 so that it may form a row. However, the present invention is not limited to this, and depending on the use, scale, form, etc. of the building , the heat insulating material 8 is preferably integrally driven into the floor slab 6 . It goes without saying that appropriate design changes including the presence or absence are possible.
[0021]
【The invention's effect】
In the invention of claim 1, a plurality of reinforced concrete foundation structures having a rectangular cross section are juxtaposed so as to extend in one direction, and a floor slab on the first floor is installed between the upper parts of the foundation structures. Since the underfloor pits are secured between the foundation structures , the foundation structure can be combined with the functions of footing, foundation beams and floor beams on the first floor, so the structure is much simpler than conventional foundations. Therefore, the construction can be rationalized sufficiently, and the air permeability and heat insulation of the underfloor pit can be secured by itself.
[0022]
In particular, since a large number of piles are distributed and arranged along the length of the lower part of the foundation structure , there is no need to provide special footings as in the case where a plurality of piles are provided together at the column position. .
[0023]
In addition, since the foundation structure has a flat rectangular cross section with a width dimension that is larger than the height dimension over the entire length , not only can a pile be provided without hindrance in the lower part, it can function as a footing without hindrance, Since the support span of the floor slab is naturally reduced, it is advantageous in securing the rigidity of the floor slab.
[0024]
In the invention of claim 2 , since the heat insulating material is integrally driven into the lower surface side of the floor slab on the first floor, the heat insulation of the floor slab can be secured and the floor slab can be constructed by using the heat insulating material as a driving form. Becomes easy.
[Brief description of the drawings]
FIG. 1 is a diagram showing a basic structure according to an embodiment of the present invention.
FIG. 2 is a diagram showing an example of a conventional general basis.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Pillar 2 Pile 3 Footing 4 Foundation beam 5 Foundation beam 6 Floor slab 7 Underfloor pit 8 Heat insulating material 9 Crushed stone layer 10 Waste concrete 11 Vent hole 20 Foundation structure 21 Floor reinforcement 22 Reinforcement 23 Steel placement form

Claims (2)

建物の基礎の構造において、
幅寸法が高さ寸法よりも大きい扁平な矩形断面とされているとともに全長にわたって同一断面形状とされている鉄筋コンクリート造の基礎構造体を1方向に延在するように複数並設して、それら基礎構造体の上部相互間に1階の床スラブを架設するとともに、基礎構造体相互間に床下ピットを確保し、
前記基礎構造体の下部には、該基礎構造体を介して上部構造を支持する多数の杭を、該基礎構造体が延在している1方向に沿って分散して列設してなることを特徴とする建物の基礎の構造。
In the basic structure of the building,
A plurality of reinforced concrete foundation structures that have a flat rectangular cross-section with a width dimension larger than the height dimension and the same cross-sectional shape over the entire length so as to extend in one direction. A floor slab on the first floor is installed between the upper parts of the structures, and an underfloor pit is secured between the foundation structures .
A large number of piles supporting the upper structure via the foundation structure are arranged below the foundation structure in a distributed manner along one direction in which the foundation structure extends. The structure of the foundation of a building characterized by
1階の床スラブの下面側に断熱材を一体に打ち込んだことを特徴とする請求項1記載の建物の基礎の構造。The structure of the foundation of a building according to claim 1 , wherein a heat insulating material is integrally driven into the lower surface side of the floor slab on the first floor.
JP2002321173A 2002-11-05 2002-11-05 Building foundation structure Expired - Fee Related JP3826356B2 (en)

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