JP2011179213A - Foundation structure using concrete block - Google Patents

Foundation structure using concrete block Download PDF

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JP2011179213A
JP2011179213A JP2010043993A JP2010043993A JP2011179213A JP 2011179213 A JP2011179213 A JP 2011179213A JP 2010043993 A JP2010043993 A JP 2010043993A JP 2010043993 A JP2010043993 A JP 2010043993A JP 2011179213 A JP2011179213 A JP 2011179213A
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bottom plate
upper plate
connecting member
plate
concrete block
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Naotake Sugita
尚武 杉田
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KOKEN IND CORP
Koken Sangyo KK
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KOKEN IND CORP
Koken Sangyo KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a foundation structure using an inexpensive concrete block which makes a construction period short and which can be easily transported and installed by man power. <P>SOLUTION: The foundation structure 10 makes equipment A for a building supported on a ground surface in the installation of the equipment A. A bottom plate 11, which comprises a pair of right and left bottom plate end members 20 and 21 formed of the flat plate-like precast concrete block and a bottom plate coupling member 22 fitted between the bottom plate end members 20 and 21, is disposed on an equipment installation ground surface 37; an upper plate 12, which comprises a pair of front and rear upper plate end members 30 and 31 formed of the flat plate-like precast concrete block on the bottom plate 11 and an upper plate coupling member 32 fitted between the upper plate end members 30 and 31, is disposed in such a manner as to be laid across the bottom plate end members 20 and 21; a bolt 36 is tightened to an anchor nut 23, embedded in the bottom plate 11, through a coupling hole 33 provided in the upper plate 12; the upper plate 12 and the bottom plate 11 are integrated together; and an anchor bolt 13, which is inserted into the ground through fixing holes 24 and 34 provided in the upper plate 12 and the bottom plate 11, is fixed to the equipment installation ground surface 37 by being tightened with a nut 39. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、建物の屋外設備を地面に設置する際、屋外設備を支持する基礎を構成するコンクリートブロックによる基礎構造体に関する。   The present invention relates to a foundation structure using a concrete block that constitutes a foundation for supporting an outdoor facility when the outdoor facility of a building is installed on the ground.

給湯器や室外機、ボイラーなどの設備を屋外の地面に設置する場合には、これらを支持する架台としてコンクリート製の基礎を用いるのが一般的である。     When installing equipment such as a water heater, an outdoor unit, and a boiler on the outdoor ground, it is common to use a concrete foundation as a gantry for supporting them.

例えば、設置予定の地面を所定の範囲掘削した後、そこへ捨石を敷き詰めて均し、所謂捨てコンクリートを打設する。この捨てコンクリートに差し筋を施し、鉄筋を配して型枠を作成する。そこへコンクリートを打設し、設備設置の基礎とする方法が行われている。(例えば、特許文献1)   For example, after excavating a predetermined area of the ground to be installed, rubble is spread and leveled there, and so-called discarded concrete is placed. Make a formwork by placing reinforcing bars on this discarded concrete and arranging reinforcing bars. There is a method in which concrete is laid and used as the basis for installing equipment. (For example, Patent Document 1)

しかし、このような方法ではコンクリート打設の為の施工期間を要し、設備設置までの工期がかかるという問題があった。   However, such a method has a problem that it takes a construction period for placing concrete and requires a construction period until the equipment is installed.

その為、設置予定の地面を所定の範囲掘削した後、そこへ捨石を敷き詰めて均した上にプレキャストコンクリートブロックを用いて設置することで基礎とする方法が行われることもある。   For this reason, after excavating a predetermined range of the ground to be installed, laying rubble there, leveling it, and installing it using a precast concrete block may be performed.

特開平11−181795号公報Japanese Patent Application Laid-Open No. 11-181795

しかし、上述の如き従来の技術のプレキャストコンクリートブロックを用いる場合、プレキャストコンクリートブロック自体の重量が200kgを超えるものとなり、人力での運搬、設置が困難であるという問題があった。   However, when the conventional precast concrete block as described above is used, the weight of the precast concrete block itself exceeds 200 kg, and there is a problem that it is difficult to carry and install by human power.

その為、機械での運搬を行うことになるが、設置される設備は一般的には家屋の敷地の空いた隙間、庭などに設置する場合が多く、稼動場所を必要とする機械を用いてプレキャストコンクリートブロックを狭所な建物の脇を通って運搬、設置が難しいという問題があった。   Therefore, it will be transported by machine, but in general, the installed equipment is often installed in empty gaps, gardens, etc. of the site of the house, using machines that require an operating place There was a problem that it was difficult to transport and install precast concrete blocks by the side of a narrow building.

そこで本発明は、上述の従来技術の問題を鑑み、安価で工期が短く、人力での運搬、設置が容易なコンクリートブロックによる基礎構造体の提供を目的とする。   In view of the above-described problems of the prior art, an object of the present invention is to provide a foundation structure using a concrete block that is inexpensive, has a short construction period, and is easily transported and installed by human power.

上述の如き従来の問題を解決し、所期の目的を達成するための請求項1に記載の発明の特徴は、建物用設備の設置する際、該設備を地面に支持する基礎構造体であって、平板状のプレキャストコンクリートブロックで形成された左右一対の底板端部材と、その間に嵌合する底板連結部材から構成された底板を前記設備設置地面に配置し、該底板上に平板状のプレキャストコンクリートブロックで形成された前後一対の上板端部材と、その間に嵌合する上板連結部材から構成された上板を、前記底板端部材に架設するように配置し、前記底板に埋設したアンカーナットに前記上板に設けた連結孔にボルトを通して締め付け、該上板と前記底板を一体とし、前記上板と前記底板に設けた固定孔を貫通し地中まで挿入したアンカーボルトをナットで締め付け前記設備設置地面に固定したコンクリートブロックによる基礎構造体にある。   The feature of the invention described in claim 1 for solving the conventional problems as described above and achieving the intended purpose is a foundation structure for supporting the equipment on the ground when installing the equipment for buildings. A bottom plate composed of a pair of left and right bottom plate end members formed of a flat plate-like precast concrete block and a bottom plate connecting member fitted therebetween, is disposed on the equipment installation ground, and the flat plate-like precast is placed on the bottom plate. An anchor in which a top plate composed of a pair of front and rear upper plate end members formed of a concrete block and an upper plate connecting member fitted between the upper plate end member and a bottom plate end member is arranged so as to be laid on the bottom plate, and is embedded in the bottom plate A bolt is tightened through a connection hole provided in the upper plate to the nut, the upper plate and the bottom plate are integrated, and an anchor bolt inserted into the ground through the fixing hole provided in the upper plate and the bottom plate is inserted with the nut. The underlying structure by fit with the equipment installed ground fixed concrete block.

請求項2に記載の発明の特徴は、請求項1の構成に加え、前記底板は、上面に開口した前記アンカーナットを備える左右の前記底板端部材の下部から該底板連結部材側にフランジ状に張り出した連結部材支持片を備え、前記底板連結部材には上部から左右にフランジ状に張り出した端部材架片を備え、前記連結部材支持片上に該端部材架片が噛合し、前記上板は、上下に貫通する前記連結孔を備える前後の前記上板端部材の上部から該上板連結部材側にフランジ状に張り出した連結部材架片を備え、前記上板連結部材には下部から前後にフランジ状に張り出した端部材支持片を備え、該端部材支持片上に前記連結部材架片が噛合していることにある。   According to a second aspect of the present invention, in addition to the structure of the first aspect, the bottom plate is formed in a flange shape from the bottom of the left and right bottom plate end members provided with the anchor nuts opened on the upper surface to the bottom plate connecting member side. A connecting member supporting piece that protrudes; the bottom plate connecting member includes an end member supporting piece that protrudes from the top to the left and right in the form of a flange; the end member engaging piece meshes with the connecting member supporting piece; A connecting member frame piece projecting in a flange shape from the upper part of the upper and lower upper plate end members including the connecting hole penetrating vertically to the upper plate connecting member side, and the upper plate connecting member from the lower part to the front and rear An end member support piece projecting in a flange shape is provided, and the connecting member frame piece meshes with the end member support piece.

本発明に係るコンクリートブロックによる基礎構造体は、建物用設備の設置する際、該設備を地面に支持する基礎構造体であって、平板状のプレキャストコンクリートブロックで形成された左右一対の底板端部材と、その間に嵌合する底板連結部材から構成された底板を前記設備設置地面に配置し、該底板上に平板状のプレキャストコンクリートブロックで形成された前後一対の上板端部材と、その間に嵌合する上板連結部材から構成された上板を、前記底板端部材に架設するように配置し、前記底板に埋設したアンカーナットに前記上板に設けた連結孔にボルトを通して締め付け、該上板と前記底板を一体とし、前記上板と前記底板に設けた固定孔を貫通し地中まで挿入したアンカーボルトをナットで締め付け前記設備設置地面に固定することにより、一つのプレキャストコンクリートブロックが軽量で狭い場所でも人力で運搬が可能であり、また施工方法が容易で施工期間が短くて済む。   The foundation structure by the concrete block which concerns on this invention is a foundation structure which supports this equipment on the ground when installing the equipment for buildings, Comprising: A pair of right-and-left bottom-plate end members formed with the flat-shaped precast concrete block And a bottom plate composed of a bottom plate connecting member fitted between them, is disposed on the equipment installation ground, and a pair of front and rear upper plate end members formed by a flat precast concrete block on the bottom plate and fitted therebetween. An upper plate composed of an upper plate connecting member to be joined is arranged so as to be installed on the bottom plate end member, and an anchor nut embedded in the bottom plate is tightened with a bolt through a connecting hole provided in the upper plate, And the bottom plate are integrated, and the anchor bolt inserted through the fixing hole provided in the top plate and the bottom plate to the ground is tightened with a nut and fixed to the installation ground. And by, one precast concrete blocks are possible to transport by human power even in narrow spaces lightweight, also it requires only a short easy construction period construction method.

また、本発明においては、前記底板は、左右の前記底板端部材の下部から該底板連結部材側にフランジ状に張り出した連結部材支持片を備え、前記底板連結部材には上部から左右にフランジ状に張り出した端部材架片を備え、前記連結部材支持片上に該端部材架片が噛合し、前記上板は、前後の前記上板端部材の上部から該上板連結部材側にフランジ状に張り出した連結部材架片を備え、前記上板連結部材には下部から前後にフランジ状に張り出した端部材支持片を備え、該端部材支持片上に前記連結部材架片が噛合させるようにすることにより、前記ボルトで締め付けた際、連結部材支持片が端部材架片を上方向に、連結部材架片が端部材支持片を下方向に、押さえつけることになり、底板連結部材及び、上板連結部材の抜け止めとなると共に、少ないボルト数でも底板と上板が確実に一体化される。   Further, in the present invention, the bottom plate includes a connecting member support piece projecting in a flange shape from the lower part of the left and right bottom plate end members toward the bottom plate connecting member, and the bottom plate connecting member has a flange shape from the top to the left and right. The end member frame piece is engaged with the connecting member supporting piece, and the upper plate is flanged from the upper part of the upper and lower upper plate end members to the upper plate connecting member side. An extended connecting member frame is provided, and the upper plate connecting member is provided with an end member supporting piece that protrudes in the form of a flange from the bottom to the front and rear, and the connecting member frame is engaged with the end member supporting piece. Thus, when tightened with the bolt, the connecting member support piece presses the end member support piece upward, and the connection member support piece presses the end member support piece downward, and the bottom plate connection member and the upper plate connection When it comes to retaining members The bottom plate and the upper plate is reliably integrated even with a small number of bolts.

本発明に係る基礎構造物の使用状態の一例を示す斜視図である。It is a perspective view which shows an example of the use condition of the foundation structure which concerns on this invention. 同上の基礎構造体の平面図である。It is a top view of a foundation structure same as the above. 同上のA−A線断面図である。It is an AA line sectional view same as the above. 図2のB−B線断面図である。FIG. 3 is a sectional view taken along line B-B in FIG. 2. 図2に示す基礎構造体の分解斜視図である。It is a disassembled perspective view of the foundation structure shown in FIG.

次に、本発明に係る基礎構造体について説明する。   Next, the foundation structure according to the present invention will be described.

図1は、本発明に係るコンクリートブロックによる基礎構造体の使用状態の一例を示しており、図中符号10は基礎構造体であり、Aは屋外設備である。   FIG. 1 shows an example of a use state of a foundation structure made of a concrete block according to the present invention. In the figure, reference numeral 10 denotes a foundation structure, and A denotes an outdoor facility.

この基礎構造体10は地面に接する底板11と、その上に重なる上板12からなり、アンカーボルト13によって一体化、及び地面に固定され、屋外設備Aを支持している。   The foundation structure 10 includes a bottom plate 11 that is in contact with the ground and an upper plate 12 that overlaps the bottom plate 11. The foundation structure 10 is integrated by anchor bolts 13 and fixed to the ground to support the outdoor equipment A.

底板11は、板状のプレキャストコンクリート製のブロックで形成された左右一対の底板端部材20、21と、その間に嵌合する底板連結部材22とで構成されている。   The bottom plate 11 is composed of a pair of left and right bottom plate end members 20, 21 formed of a plate-like precast concrete block, and a bottom plate connecting member 22 fitted therebetween.

底板端部材20、21は、図3に示すように、下部から底板連結部材22側にフランジ状に張り出した連結部材支持片20a、21aを備え、前後にそれぞれ上面に開口したアンカーナット23,23...が埋め込まれている。また、アンカーナット23の隣には上下に貫通した挿通孔24,24...が設けられている。   As shown in FIG. 3, the bottom plate end members 20, 21 are provided with connecting member support pieces 20a, 21a projecting in a flange shape from the bottom to the bottom plate connecting member 22 side, and anchor nuts 23, 23 opened on the top and the front respectively. ... is embedded. Further, adjacent to the anchor nut 23, insertion holes 24, 24.

底板連結部材25は、上部から左右にフランジ状に張り出した端部材架片25a、25aを備えている。   The bottom plate connecting member 25 includes end member frames 25a and 25a that project from the top to the left and right in a flange shape.

連結部材支持片20a、21a上に端部材架片25a、25aが噛合し、底板11が一体となっている。   The end member frames 25a and 25a mesh with the connecting member support pieces 20a and 21a, and the bottom plate 11 is integrated.

上板12は、板状のプレキャストコンクリート製のブロックで形成された前後一対の上板端部材30、31と、その間に嵌合する上板連結部材32とで構成されている。   The upper plate 12 includes a pair of front and rear upper plate end members 30 and 31 formed of a plate-like precast concrete block, and an upper plate connecting member 32 fitted therebetween.

上板端部材30、31は、図4に示すように、上部から底板連結部材32側にフランジ状に張り出した連結部材架片30a、31aを備え、上板端部材30、31が底板端部材20、21に跨るよう積まれた際に下面のアンカーナット23,23...に当たる位置に上下に貫通した連結孔33,33...が開口しており、連結孔33の上部は径が大きくなっておりアンカーナット23に挿入されるボルト36の反力受33aが形成されている。さらに上板端部材30、31には、底板端部材20、21の挿通孔24,24...に連通する固定孔34,34...が開口しており、固定孔34の上部は径が大きくなっており、反力受34aが形成されている。   As shown in FIG. 4, the upper plate end members 30 and 31 include connecting member frame pieces 30 a and 31 a that project from the top to the bottom plate connecting member 32 side in a flange shape, and the upper plate end members 30 and 31 are the bottom plate end members. 20 and 21, when connected so as to straddle the upper and lower anchor nuts 23, 23..., The upper and lower connecting holes 33, 33. A reaction force receiver 33 a for the bolt 36 inserted into the anchor nut 23 is formed. Further, the upper plate end members 30, 31 have fixing holes 34, 34 ... communicating with the insertion holes 24, 24 ... of the bottom plate end members 20, 21, and the upper portion of the fixing hole 34 has a diameter. The reaction force receiver 34a is formed.

上板連結部材32は、下部から前後にフランジ状に張り出した端部材支持片32a、32aを備えている。   The upper plate connecting member 32 includes end member support pieces 32a and 32a that project from the lower part to the front and rear in a flange shape.

端部材支持片32a、32a上に連結部材架片30a、31aが噛合し、上板12が一体となっている。   The connecting member frame pieces 30a and 31a mesh with the end member support pieces 32a and 32a, and the upper plate 12 is integrated.

また、上板12には設置する装置Aを固定するアンカーナット35が上面に開口した状態で埋め込まれている。   An anchor nut 35 for fixing the device A to be installed is embedded in the upper plate 12 in an open state on the upper surface.

なお、本実施例ではアンカーナット35は上板端部材30に1箇所、上板端部材31に2箇所となっているが、数や位置はこれの限りではなく、装置に合わせて位置を決定する為、アンカーナット35の埋設位置は上板連結部材32であっても良く、固定方法もアンカーナットの限りではない。   In this embodiment, the anchor nut 35 is provided at one location on the upper plate end member 30 and at two locations on the upper plate end member 31, but the number and position are not limited to this, and the position is determined according to the apparatus. Therefore, the embedded position of the anchor nut 35 may be the upper plate connecting member 32, and the fixing method is not limited to the anchor nut.

次に本発明に係る基礎構造体の設置方法について説明する。   Next, the installation method of the foundation structure based on this invention is demonstrated.

まず、装置A設置地面を所定の範囲掘削し、捨石を敷き詰め均し設置地面37とする。その上に底板11を敷設し、その上に上板12を積み重ねる。上板端部材30、31が底板端部材20、21に跨るよう積み重ね、アンカーナット23,23...に連通した連結孔33,33...にボルト36,36...を挿入し固定することにより、底板11と上板12とが一体化される。   First, the apparatus A installation ground is excavated within a predetermined range, and rubble is spread and leveled to form the installation ground 37. A bottom plate 11 is laid thereon, and an upper plate 12 is stacked thereon. The upper plate end members 30, 31 are stacked so as to straddle the bottom plate end members 20, 21, and bolts 36, 36 ... are inserted into the connection holes 33, 33 ... communicated with the anchor nuts 23, 23 ... to be fixed. By doing so, the bottom plate 11 and the top plate 12 are integrated.

ボルト36で締め付けることで、連結部材支持片20a、21aが端部材架片22a、22aを上方向に、連結部材架片30a、31aが端部材支持片32a、32aを下方向に、押さえつけることになり、底板連結部材22及び、上板連結部材32の抜け止めとなると共に、ボルト36,36...による4箇所の締め付けで底板11と上板12の6枚のプレキャストコンクリートブロックを一体化している。   By tightening with the bolt 36, the connecting member support pieces 20a and 21a press the end member support pieces 22a and 22a upward, and the connection member support pieces 30a and 31a press the end member support pieces 32a and 32a downward. As a result, the bottom plate connecting member 22 and the upper plate connecting member 32 are prevented from coming off, and the six precast concrete blocks of the bottom plate 11 and the upper plate 12 are integrated by tightening at four locations with bolts 36, 36. Yes.

一体化した底板11と上板12は挿通孔24,24...と固定孔34,34...とが連通し、さらにそこに連通するアンカーボルト挿入孔38を設置地面37を掘削して形成し、挿入孔38にアンカーボルト13,13...を挿入する。アンカーボルト13は挿通孔24と固定孔34を通って底板11と上板12を貫通し、地中へと埋め込まれ、ナット39で固定孔34上部反力受34aに定着させて、基礎構造体10を設備Aの設置位置に固定する。   The integrated bottom plate 11 and top plate 12 communicate with the insertion holes 24, 24 ... and the fixing holes 34, 34 ..., and further drill an anchor bolt insertion hole 38 communicating there with the installation ground 37. The anchor bolts 13, 13... Are inserted into the insertion holes 38. The anchor bolt 13 passes through the bottom plate 11 and the top plate 12 through the insertion hole 24 and the fixing hole 34, is embedded in the ground, and is fixed to the upper reaction force 34a of the fixing hole 34 with the nut 39, thereby the foundation structure. 10 is fixed to the installation position of equipment A.

その後、基礎構造体10上に設備Aを積載し、上面に開口したアンカーナット35,35...にボルト40,40...を挿入して固定する。   Then, the equipment A is loaded on the foundation structure 10, and bolts 40, 40 ... are inserted and fixed to anchor nuts 35, 35 ... opened on the upper surface.

A 装置
10 基礎構造体
11 底板
12 上板
13 アンカーボルト
20 底板端部材
21 底板端部材
20a 連結部材支持片
21a 連結部材支持片
22 底板連結部材
22a 端部材架片
23 アンカーナット
24 挿通孔
30 上板端部材
31 上板端部材
30a 連結部材架片
31a 連結部材架片
32 上板連結部材
32a 端部材支持片
33 連結孔
33a 反力受
34 固定孔
34a 反力受
35 アンカーナット
36 ボルト
37 設置地面
38 挿入孔
39 ナット
40 ボルト
A device 10 substructure 11 bottom plate 12 top plate 13 anchor bolt 20 bottom plate end member 21 bottom plate end member 20a connecting member support piece 21a connecting member support piece 22 bottom plate connecting member 22a end member mounting piece 23 anchor nut 24 insertion hole 30 top plate End member 31 Upper plate end member 30a Connection member frame 31a Connection member frame 32 Upper plate connection member 32a End member support piece 33 Connection hole 33a Reaction force reception 34 Fixing hole 34a Reaction force reception 35 Anchor nut 36 Bolt 37 Installation ground 38 Insertion hole 39 Nut 40 Bolt

Claims (2)

建物用設備の設置する際、該設備を地面に支持する基礎構造体であって、
平板状のプレキャストコンクリートブロックで形成された左右一対の底板端部材と、その間に嵌合する底板連結部材から構成された底板を前記設備設置地面に配置し、該底板上に平板状のプレキャストコンクリートブロックで形成された前後一対の上板端部材と、その間に嵌合する上板連結部材から構成された上板を、前記底板端部材に架設するように配置し、
前記底板に埋設したアンカーナットに前記上板に設けた連結孔にボルトを通して締め付け、該上板と前記底板を一体とし、前記上板と前記底板に設けた固定孔を貫通し地中まで挿入したアンカーボルトをナットで締め付け前記設備設置地面に固定したことを特徴としてなるコンクリートブロックによる基礎構造体。
A foundation structure for supporting the facility on the ground when installing the building facility;
A bottom plate composed of a pair of left and right bottom plate end members formed of a flat plate-like precast concrete block and a bottom plate connecting member fitted therebetween is arranged on the equipment installation ground, and the flat plate-like precast concrete block is placed on the bottom plate A top plate composed of a pair of front and rear upper plate end members formed in the above and an upper plate connecting member fitted between the upper plate end member and the bottom plate end member,
The anchor nut embedded in the bottom plate is tightened with a bolt through a connection hole provided in the upper plate, the upper plate and the bottom plate are integrated, and the fixing hole provided in the upper plate and the bottom plate is inserted into the ground. A foundation structure made of a concrete block, characterized in that an anchor bolt is fastened with a nut and fixed to the facility installation ground.
前記底板は、上面に開口した前記アンカーナットを備える左右の前記底板端部材の下部から該底板連結部材側にフランジ状に張り出した連結部材支持片を備え、前記底板連結部材には上部から左右にフランジ状に張り出した端部材架片を備え、前記連結部材支持片上に該端部材架片が噛合し、
前記上板は、上下に貫通する前記連結孔を備える前後の前記上板端部材の上部から該上板連結部材側にフランジ状に張り出した連結部材架片を備え、前記上板連結部材には下部から前後にフランジ状に張り出した端部材支持片を備え、該端部材支持片上に前記連結部材架片が噛合している請求項1に記載のコンクリートブロックによる基礎構造体。
The bottom plate includes a connecting member support piece projecting in a flange shape toward the bottom plate connecting member from the bottom of the left and right bottom plate end members provided with the anchor nuts opened on the upper surface, and the bottom plate connecting member from the top to the left and right An end member frame piece projecting in a flange shape, and the end member frame piece meshes with the connecting member support piece;
The upper plate is provided with a connecting member frame projecting in the form of a flange from the upper part of the upper and lower upper plate end members provided with the connecting hole penetrating vertically, and the upper plate connecting member The foundation structure by the concrete block of Claim 1 provided with the end member support piece projected in the flange shape back and forth from the lower part, and the said connection member frame piece meshing | engaged on this end member support piece.
JP2010043993A 2010-03-01 2010-03-01 Foundation structure using concrete block Pending JP2011179213A (en)

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Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102587403A (en) * 2012-01-18 2012-07-18 中国石油天然气第六建设公司 Method for mounting seat pulp cushion plates of petrochemical static equipment and foundation structure
JP2012202019A (en) * 2011-03-23 2012-10-22 Osaka Gas Co Ltd Foundation for equipment installation
CN103437643A (en) * 2013-08-28 2013-12-11 张家港固耐特围栏系统有限公司 Base of heavy-duty vertical hinged door
CN103603458A (en) * 2013-11-14 2014-02-26 大连理工大学 Engineering construction method and construction equipment for transparent concrete
JP2016050458A (en) * 2014-09-02 2016-04-11 株式会社サイコン工業 Structure for equipment installation
JP2017133219A (en) * 2016-01-27 2017-08-03 東日本旅客鉄道株式会社 Pole assembly foundation
CN107614814A (en) * 2015-09-07 2018-01-19 建筑原点株式会社 Assemble block
JP2020097817A (en) * 2018-12-17 2020-06-25 トヨタホーム株式会社 Foundation structure for equipment and construction method
JP2021193329A (en) * 2020-06-09 2021-12-23 積水化学工業株式会社 Water heater support structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1150470A (en) * 1997-08-04 1999-02-23 Kansai Electric Power Co Inc:The Block for hot water device for foundation setting and its execution
JP2003090052A (en) * 2001-07-09 2003-03-28 Taisei Corp Foundation constructing method, footing foundation, and foundation structure of elevated highway

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1150470A (en) * 1997-08-04 1999-02-23 Kansai Electric Power Co Inc:The Block for hot water device for foundation setting and its execution
JP2003090052A (en) * 2001-07-09 2003-03-28 Taisei Corp Foundation constructing method, footing foundation, and foundation structure of elevated highway

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012202019A (en) * 2011-03-23 2012-10-22 Osaka Gas Co Ltd Foundation for equipment installation
CN102587403A (en) * 2012-01-18 2012-07-18 中国石油天然气第六建设公司 Method for mounting seat pulp cushion plates of petrochemical static equipment and foundation structure
CN102587403B (en) * 2012-01-18 2014-07-23 中国石油天然气第六建设公司 Method for mounting seat pulp cushion plates of petrochemical static equipment and foundation structure
CN103437643A (en) * 2013-08-28 2013-12-11 张家港固耐特围栏系统有限公司 Base of heavy-duty vertical hinged door
CN103603458A (en) * 2013-11-14 2014-02-26 大连理工大学 Engineering construction method and construction equipment for transparent concrete
CN103603458B (en) * 2013-11-14 2016-04-06 大连理工大学 Transparent concrete through engineering approaches construction method and construction equipment
JP2016050458A (en) * 2014-09-02 2016-04-11 株式会社サイコン工業 Structure for equipment installation
CN107614814A (en) * 2015-09-07 2018-01-19 建筑原点株式会社 Assemble block
CN107614814B (en) * 2015-09-07 2019-10-18 建筑原点株式会社 Assemble block
JP2017133219A (en) * 2016-01-27 2017-08-03 東日本旅客鉄道株式会社 Pole assembly foundation
JP2020097817A (en) * 2018-12-17 2020-06-25 トヨタホーム株式会社 Foundation structure for equipment and construction method
JP7070858B2 (en) 2018-12-17 2022-05-18 トヨタホーム株式会社 Foundation structure for equipment and construction method
JP2021193329A (en) * 2020-06-09 2021-12-23 積水化学工業株式会社 Water heater support structure
JP7412280B2 (en) 2020-06-09 2024-01-12 積水化学工業株式会社 water heater support structure

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