JP5798428B2 - Retaining wall structure with protective fence - Google Patents
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- JP5798428B2 JP5798428B2 JP2011212979A JP2011212979A JP5798428B2 JP 5798428 B2 JP5798428 B2 JP 5798428B2 JP 2011212979 A JP2011212979 A JP 2011212979A JP 2011212979 A JP2011212979 A JP 2011212979A JP 5798428 B2 JP5798428 B2 JP 5798428B2
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Description
本発明は、擁壁ブロックを用いて構築された防護柵付き擁壁構造物に関する。 The present invention relates to a safety barrier with retaining wall structure constructed using a retaining wall blocks.
道路の路肩等に構築されている防護柵付き擁壁構造物は、一般に、上から見て直線的或いは曲線的に並設された複数の擁壁ブロックと、該複数の擁壁ブロックにその並びに準じて設置された防護柵とから構成されている。 A retaining wall structure with a protective fence constructed on the shoulder of a road generally includes a plurality of retaining wall blocks arranged in a straight line or a curved line when viewed from above, and a plurality of retaining wall blocks arranged in series. It consists of a protective fence installed in conformity.
前記擁壁ブロックに関し、下記特許文献1には、底面部と縦壁部とフェンス用支柱受とを有するフェンス用擁壁が開示されている。また、下記特許文献2には、底版と側版とを有する擁壁と、該擁壁に連結された笠ブロックとから構成され、擁壁及び笠ブロックに支柱嵌入用の下穴及び上穴を設けたブロックが開示されている。
With respect to the retaining wall block,
ところで、前記防護柵付き擁壁構造物を所定勾配の斜面に沿って構築する場合、前者のフェンス用擁壁は底面部の下面と縦壁部の上面(フェンス用支柱受の上面)とが略平行であるため、該フェンス用擁壁を設置するための基礎として前記斜面の勾配に略合致した勾配の基礎面を有するものを使用しなければならず、基礎作製時の勾配管理が面倒で作製時間が嵩むことによって構築コストが増加する不具合がある。これに対し、後者のブロックは底版の下面と笠ブロックの上面とが非平行であるため、笠ブロックの上面の勾配を前記斜面の勾配と略合致させることによって、該ブロックを設置するための基礎として水平な基礎面を有するものを使用でき、前者のフェンス用擁壁に比べて基礎の作製を容易且つ短時間で行える利点がある。 By the way, when the retaining wall structure with a protective fence is constructed along a slope with a predetermined gradient, the former retaining wall for the fence is substantially composed of a lower surface of the bottom surface portion and an upper surface of the vertical wall portion (upper surface of the fence support for the fence). Because it is parallel, the foundation for installing the retaining wall for the fence must be one having a foundation surface with a slope substantially matching the slope of the slope, and the slope management at the time of foundation preparation is troublesome. There is a problem that the construction cost increases due to the increase in time. On the other hand, in the latter block, since the bottom surface of the bottom plate and the top surface of the shade block are non-parallel, the foundation for installing the block by making the slope of the top surface of the shade block substantially coincide with the slope of the slope. As a result, there is an advantage that the foundation can be easily manufactured in a short time as compared with the former retaining wall for a fence.
しかしながら、後者のブロックは相互連結された擁壁及び笠ブロックから成るため、前記防護柵付き擁壁構造物を所定勾配の斜面に沿って構築する場合、構築前或いは構築途中において擁壁と笠ブロックとを連結する作業がブロック単位で必要となり、該連結作業に要する労力及び時間の影響によって構築コストが増加する不具合がある。 However, since the latter block is composed of interconnected retaining walls and shade blocks, when the retaining wall structure with a protective fence is constructed along a slope having a predetermined slope, the retaining walls and shade blocks are constructed before or during construction. There is a problem that the construction cost increases due to the labor and time required for the connection work.
本発明の課題は、所定勾配の斜面に沿って構築する場合に有用な防護柵付き擁壁構造物を提供することにある。 An object of the present invention is to provide a useful anti Mamorusaku with retaining wall structure when building along the slope of Jo Tokoro gradient.
前記課題を解決するため、本発明に係る防護柵付き擁壁構造物は、上から見て直線的或いは曲線的に並設された複数の擁壁ブロックと、前記複数の擁壁ブロックにその並びに準じて設置された防護柵とから構成され、所定勾配の斜面に沿って構築された防護柵付き擁壁構造物であって、(1)前記複数の擁壁ブロックそれぞれは底版部と側版部と該側版部の上部に位置する支柱支持部とを一体に有するL形を成しており、前記支柱支持部の上面は前記斜面の勾配に略合致した勾配を有していて前記底版部の下面と非平行であり、前記支柱支持部の傾いた上面には防護柵用支柱の下端部を差し込むための少なくとも1個の支柱差込穴がその中心線が前記支柱支持部の傾いた上面と略直角を成すように傾いて形成されており、前記支柱差込穴の底面は前記斜面の勾配に略合致した勾配を有していて前記支柱支持部の傾いた上面と略平行であり、(2)前記防護柵は複数の支柱と該支柱に取り付けられた柵本体とから成り、前記複数の支柱それぞれの下端面は前記斜面の勾配に略合致した勾配を有しており、(3)前記複数の擁壁ブロックは、各々の支柱支持部の傾いた上面が前記斜面の勾配と略合致した勾配を有する略連続した1つの傾斜面となるように水平な基礎面に載置されており、(4)前記防護柵の複数の支柱は、各々の傾いた下端面が前記複数の擁壁ブロックそれぞれの支柱差込穴の傾いた底面に面接触するようにその下端部を該支柱差込穴に差し込まれ、且つ、該支柱差込穴の余剰空間に充填された硬化剤によって略垂直に固定されている。 To solve the above problems, anti Mamorusaku with retaining wall structure according to the present invention, the plurality of retaining wall blocks are linearly or curvilinearly arranged when viewed from above, the plurality of retaining wall blocks And a retaining wall structure with a guard fence constructed along a slope with a predetermined slope, and (1) each of the plurality of retaining wall blocks has a bottom plate portion and a side plate. And an upper surface of the side plate portion integrally formed with an L shape, and the upper surface of the column support portion has a slope substantially matching the slope of the slope, and the bottom plate At least one column insertion hole for inserting the lower end of the guard fence column on the inclined upper surface of the column support unit, the center line of which is inclined with respect to the column support unit It is formed so as to be substantially perpendicular to the upper surface, and the bottom of the support hole Has a slope that substantially matches the slope of the slope, and is substantially parallel to the sloped upper surface of the support column support section. (2) The protective fence comprises a plurality of support posts and a fence body attached to the support post. The lower end surface of each of the plurality of struts has a slope that substantially matches the slope of the slope. (3) In the plurality of retaining wall blocks, the sloped upper surface of each pillar support portion is the slope of the slope. It is mounted on a horizontal base surface so as to be a substantially continuous inclined surface having a gradient that substantially matches the gradient, and (4) the plurality of columns of the guard fence have their inclined lower end surfaces respectively A curing agent having a lower end inserted into the support insertion hole so as to come into surface contact with the inclined bottom surface of the support insertion hole of each of the plurality of retaining wall blocks and filled in an excess space of the support insertion hole Is fixed substantially vertically .
本発明によれば、防護柵付き擁壁構造物を構成する複数の擁壁ブロックそれぞれの支柱支持部の傾いた上面が底版部の下面と非平行で前記斜面の勾配に略合致した勾配を有しているため、各擁壁ブロックを設置するための基礎として水平な基礎面を有するものを使用できる。つまり、前記斜面の勾配に略合致した勾配の基礎面が必要となる従来例における不具合(基礎作製時の勾配管理が面倒で作製時間が嵩むことによる構築コストの増加)を払拭して、防護柵付き擁壁構造物を構築する際における基礎の作製を容易且つ短時間で行える。 According to the onset bright, the gradient substantially matches the gradient of the slope inclined upper surface of a plurality of retaining wall blocks each strut support portion in the lower surface and non-parallel to the bottom plate portion constituting a safety barrier with retaining wall structure Since it has, what has a horizontal foundation surface can be used as a foundation for installing each retaining wall block. In other words, the problem of the conventional example that requires a foundation surface with a slope that roughly matches the slope of the slope (increased construction cost due to cumbersome slope management at the time of foundation production and increased production time) can be eliminated. Fabrication of the foundation for constructing the attached retaining wall structure can be performed easily and in a short time.
また、擁壁ブロックが底版部と側版部と前記傾斜面を有する支柱支持部とを一体に有するものであるため、擁壁と笠ブロックとを連結する作業がブロック単位で必要となる従来例における不具合(連結作業に要する労力及び時間の影響による構築コストの増加)を払拭して、防護柵付き擁壁構造物を構築する際における擁壁ブロックの設置を容易且つ短時間で行える。 In addition, since the retaining wall block integrally includes the bottom plate portion, the side plate portion, and the column support portion having the inclined surface, a conventional example in which work for connecting the retaining wall and the shade block is required in units of blocks. It is possible to easily and quickly install the retaining wall block when constructing the retaining wall structure with a protective fence by eradicating the problems (increase in construction cost due to the labor and time required for connection work).
本発明の前記目的とそれ以外の目的と、構成特徴と、作用効果は、以下の説明と添付図面によって明らかとなる。 The above object and other objects, structural features, and operational effects of the present invention will become apparent from the following description and the accompanying drawings.
図1及び図2に示した防護柵付き擁壁構造物RSは、n%勾配(図中の勾配は約10%)の斜面に沿って構築されたものであって、上から見て直線的或いは曲線的に並設され適当な金具を用いて連結された複数の擁壁ブロックRBと、該複数の擁壁ブロックRBにその並びに準じて設置された防護柵PFとから構成されている。因みに、図1及び図2中のPFaは防護柵PFの支柱を示し、PFbは防護柵PFの柵本体を示し、BAは基礎を示し、BAaは基礎面を示し、ESは土砂を示し、SSは路面を示す。 The retaining wall structure with guard fence RS shown in FIGS. 1 and 2 is constructed along a slope of n% gradient (the gradient in the figure is about 10%), and is linear when viewed from above. Alternatively, it is composed of a plurality of retaining wall blocks RB arranged in a curved line and connected by using appropriate metal fittings, and a protective fence PF installed in accordance with the arrangement of the retaining wall blocks RB. Incidentally, PFa in FIG. 1 and FIG. 2 indicates a support post of the guard fence PF, PFb indicates a fence body of the guard fence PF, BA indicates a foundation, BAa indicates a foundation surface, ES indicates earth and sand, SS Indicates the road surface.
前記擁壁ブロックRBはプレキャストコンクリートブロックであって、図3(A)〜図3(C)に示した背面図、側面図及び平面図から分かるように、底版部RBaと側版部RBbと支柱支持部RBcとを一体に有するL形を成している。因みに、図3(A)〜図3(C)中のWは擁壁ブロックRBの幅(最大幅)を示し、Lは擁壁ブロックRBの長さを示し、Hmaxは擁壁ブロックRBの最大高さを示し、Hminは擁壁ブロックRBの最小高さを示す。 The retaining wall block RB is a precast concrete block, and as can be seen from the rear view, the side view, and the plan view shown in FIGS. 3 (A) to 3 (C), the bottom plate portion RBa, the side plate portion RBb, and the support column. An L shape is formed integrally with the support portion RBc. 3A to 3C, W represents the width (maximum width) of the retaining wall block RB, L represents the length of the retaining wall block RB, and Hmax represents the maximum of the retaining wall block RB. This indicates the height, and Hmin indicates the minimum height of the retaining wall block RB.
底版部RBaは、図3(B)中の右から左に向かって幅Wと厚さ(符号省略)が徐々に減少する部位と幅Wのみが徐々に減少する部位とを連続して備えている。側版部RBbは、図3(B)中の下から上に向かって厚さ(符号省略)が徐々に減少する部位と厚さが一定の部位とを連続して備えている。 The bottom plate portion RBa is continuously provided with a portion where the width W and thickness (not shown) gradually decrease from right to left in FIG. 3B and a portion where only the width W gradually decreases. Yes. The side plate portion RBb is continuously provided with a portion where the thickness (reference numeral is omitted) gradually decreases from the bottom to the top in FIG. 3B and a portion where the thickness is constant.
支柱支持部RBcは側版部RBbの上部に位置し、その厚さ(符号省略)は側版部RBbの最小厚さよりも大きく且つ一定であり、その幅は側版部RBbの幅Wと同じである。また、支柱支持部RBcの上面は前記斜面の勾配(n%)に略合致したn%勾配の傾斜面RBc1となっており、該傾斜面RBc1は底版部RBaの下面と非平行である。さらに、支柱支持部RBcの上面(傾斜面RBc1)には防護柵PFの支柱PFaの下端部を差し込むための支柱差込穴RBc2が幅方向に間隔をおいて2個形成されている。 The column support portion RBc is located on the upper side of the side plate portion RBb, and its thickness (reference numeral omitted) is larger and constant than the minimum thickness of the side plate portion RBb, and its width is the same as the width W of the side plate portion RBb. It is. Further, the upper surface of the column support portion RBc is an inclined surface RBc1 having an n% gradient substantially matching the gradient (n%) of the inclined surface, and the inclined surface RBc1 is not parallel to the lower surface of the bottom plate portion RBa. Furthermore, two support column insertion holes RBc2 for inserting a lower end portion of the support column PFa of the protective fence PF are formed on the upper surface (inclined surface RBc1) of the support column support unit RBc at intervals in the width direction.
各支柱差込穴RBc2は、図4(A)及び図4(B)に示した部分拡大図及びその縦断面図から分かるように、支柱PFaの下端部を差し込んで固定するのに十分な深さ(符号省略)を有すると共に、支柱PFaの下端部を余裕を持って差し込める大きさの開口RBc2aと底面RBc2bを有している。開口RBc2aは相対する2つの半円を直線で結んだような形状を成しており、底面RBc2bは開口RBc2aと略平行で開口RBc2aと相似形で一回り小さな形状を成している。各支柱差込穴RBc2は各々の中心線が傾斜面RBc1と略直角を成すように傾いて形成されているため、底面RBc2bの勾配は前記斜面の勾配(n%)に略合致していて傾斜面RBc1と略平行である。 Each column insertion hole RBc2 has a depth sufficient to insert and fix the lower end of the column PFa, as can be seen from the partially enlarged view and the longitudinal sectional view shown in FIGS. 4 (A) and 4 (B). And an opening RBc2a and a bottom surface RBc2b large enough to allow the lower end of the support PFa to be inserted with a margin. The opening RBc2a has a shape formed by connecting two opposing semicircles with a straight line, and the bottom surface RBc2b is substantially parallel to the opening RBc2a and is similar to the opening RBc2a and has a slightly smaller shape. Since each column insertion hole RBc2 is formed so that the center line thereof is inclined so as to be substantially perpendicular to the inclined surface RBc1, the inclination of the bottom surface RBc2b substantially matches the inclination (n%) of the inclined surface. It is substantially parallel to the surface RBc1.
前記防護柵PFは、図1及び図2に示した正面図及び断面図から分かるように、複数の支柱PFaと、ボルト等の手段によって該支柱PFaに取り付けられた柵本体PFbとから成る。 As can be seen from the front and sectional views shown in FIGS. 1 and 2, the protective fence PF includes a plurality of columns PFa and a fence body PFb attached to the columns PFa by means such as bolts.
各支柱PFaは略円筒形で、擁壁ブロックRBの支柱差込穴RBc2の開口RBc2a及び底面RBc2bよりも小さな外径を有している。また、各支柱PFaの下端面は前記斜面の勾配(n%)に略合致したn%勾配の傾斜面PFa1となっている。各支柱PFaはその下端部を擁壁ブロックRBの支柱差込穴RBc2に差し込まれ、各支柱PFaが略垂直になるように、該支柱差込穴RBc2の余剰空間に充填されたモルタルやコンクリート等の固定剤によって固定されている。先に述べたように、各支柱差込穴RBc2の底面RBc2bの勾配と各支柱PFaの傾斜面PFa1の勾配とが前記斜面の勾配(n%)に略合致しているため、各支柱PFaはその傾斜面PFa1を底面RBc2bに面接触した状態下で略垂直に固定されている。 Each column PFa is substantially cylindrical and has an outer diameter smaller than the opening RBc2a and the bottom surface RBc2b of the column insertion hole RBc2 of the retaining wall block RB. Further, the lower end surface of each column PFa is an inclined surface PFa1 having an n% gradient substantially matching the gradient (n%) of the inclined surface. Each strut PFa has its lower end inserted into the strut insertion hole RBc2 of the retaining wall block RB, and mortar, concrete, etc. filled in the surplus space of the strut insertion hole RBc2 so that each strut PFa is substantially vertical It is fixed by a fixative. As described above, since the gradient of the bottom surface RBc2b of each column insertion hole RBc2 and the gradient of the inclined surface PFa1 of each column PFa substantially match the gradient (n%) of the inclined surface, each column PFa is The inclined surface PFa1 is fixed substantially perpendicularly in a state of surface contact with the bottom surface RBc2b.
柵本体PFbは横棒と縦棒との組み合わせから成る。防護柵PFは前記斜面用のものであるため、柵本体PFbは該斜面の勾配(n%)に対応した傾き及び形状を有している。この柵本体PFbは所定の長さ、例えば支柱PFaの配置間隔に対応した長さを有しており、ボルト等の手段によって該支柱PFaに取り付けられている。 The fence body PFb is composed of a combination of a horizontal bar and a vertical bar. Since the protective fence PF is for the slope, the fence body PFb has an inclination and a shape corresponding to the slope (n%) of the slope. The fence body PFb has a predetermined length, for example, a length corresponding to the arrangement interval of the columns PFa, and is attached to the column PFa by means such as a bolt.
ここで、図1及び図2に示した防護柵付き擁壁構造物RSの施工方法について説明する。先ず、n%勾配の斜面における施工箇所の土砂ESを掘削し、擁壁ブロックRBの幅Wに整合した幅を有する水平な基礎面BAaを段違いに作製する。隣接する基礎面BAaの段差寸法は、擁壁ブロックRBの最大高さHmaxから最小高さHminを減じた寸法に略合致している。 Here, the construction method of the retaining wall structure RS with a protective fence shown in FIG.1 and FIG.2 is demonstrated. First, the earth and sand ES at the construction site on the slope of the n% gradient is excavated, and a horizontal base surface BAa having a width aligned with the width W of the retaining wall block RB is produced in steps. The step size of the adjacent base surface BAa substantially matches the size obtained by subtracting the minimum height Hmin from the maximum height Hmax of the retaining wall block RB.
次に、各基礎面BAa毎に擁壁ブロックRBを載置し、複数の擁壁ブロックRBが上から見て直線的或いは曲線的に並ぶようにし、隣接する擁壁ブロックRB相互を適当な金具を用いて連結する。そして、各擁壁ブロックRBの背面側及び正面側に土砂ESや裏込材等を盛土する。先に述べたように、隣接する基礎面BAaの段差寸法=Hmax−Hminであるため、各擁壁ブロックRBの傾斜面RBc1は略連続した1つの傾斜面として現れ、その勾配は前記斜面の勾配(n%)に略合致する。 Next, the retaining wall blocks RB are placed on each base surface BAa so that the plurality of retaining wall blocks RB are arranged linearly or curvedly when viewed from above, and the adjacent retaining wall blocks RB are connected to each other by appropriate metal fittings. Connect using. And earth and sand ES, a backing material, etc. are embanked on the back side and front side of each retaining wall block RB. As described above, since the step size of the adjacent base surface BAa = Hmax−Hmin, the inclined surface RBc1 of each retaining wall block RB appears as one substantially continuous inclined surface, and the gradient thereof is the gradient of the inclined surface. (N%) substantially matches.
次に、並設後の各擁壁ブロックRBの支柱差込穴RBc2の一部或いは全部に防護柵PF用の支柱PFaの下端部を差し込むと共に余剰空間にモルタルやコンクリート等の固定剤を充填し、各支柱PFaが略垂直になるように該下端部を固定する。そして、不使用の支柱差込穴RBc2に砂や砂利等の充填材を入れてその穴埋めを行う。 Next, the lower end portion of the support fence PF column PFa is inserted into a part or all of the column insertion holes RBc2 of the retaining wall blocks RB arranged side by side, and the surplus space is filled with a fixing agent such as mortar or concrete. The lower end is fixed so that each support PFa is substantially vertical. Then, a filler such as sand or gravel is inserted into the unused column insertion hole RBc2 to fill the hole.
次に、固定した各支柱PFaに防護柵PF用の柵本体PFbをボルト等の手段によって取り付けて、防護柵PFを複数の擁壁ブロックRBの並びに準じて設置する。以上で防護柵付き擁壁構造物RSの施工が完了する。 Next, the fence main body PFb for the protective fence PF is attached to each fixed column PFa by means such as a bolt, and the protective fence PF is installed according to the arrangement of the plurality of retaining wall blocks RB. This completes the construction of the retaining wall structure with guard fence RS.
このように、前記擁壁ブロックRB及びこれを用いて構築された防護柵付き擁壁構造物RSによれば、防護柵付き擁壁構造物RSを所定勾配の斜面に沿って構築する場合において下記の効果を得ることができる。 As described above, according to the retaining wall block RB and the retaining wall structure RS with a guard fence constructed by using the retaining wall block RB, in the case of constructing the retaining wall structure RS with the guard fence along a slope having a predetermined slope, The effect of can be obtained.
(1)擁壁ブロックRBの支柱支持部RBcの上面が底版部RBaの下面と非平行で前記斜面の勾配(n%)に略合致したn%勾配の傾斜面RBc1となっているため、擁壁ブロックRBを設置するための基礎BAとして水平な基礎面BAaを有するものを使用できる。つまり、前記斜面の勾配(n%)に略合致した勾配の基礎面が必要となる従来例における不具合(基礎作製時の勾配管理が面倒で作製時間が嵩むことによる構築コストの増加)を払拭して、所定勾配の斜面に沿って防護柵付き擁壁構造物RSを構築する際における基礎BAの作製を容易且つ短時間で行える。 (1) Since the upper surface of the column support portion RBc of the retaining wall block RB is not parallel to the lower surface of the bottom plate portion RBa and is an inclined surface RBc1 having an n% gradient substantially matching the gradient (n%) of the inclined surface, As the foundation BA for installing the wall block RB, one having a horizontal foundation surface BAa can be used. In other words, it eliminates the defects in the conventional example that requires a base surface with a slope that roughly matches the slope (n%) of the slope (increased construction cost due to cumbersome slope management at the time of base preparation and increased production time). Thus, the foundation BA can be produced easily and in a short time when the retaining wall structure with protective fence RS is constructed along the slope having a predetermined slope.
(2)擁壁ブロックRBが底版部RBaと側版部RBbと前記傾斜面RBc1を有する支柱支持部RBcとを一体に有するものであるため、擁壁と笠ブロックとを連結する作業がブロック単位で必要となる従来例における不具合(連結作業に要する労力及び時間の影響による構築コストの増加)を払拭して、所定勾配の斜面に沿って防護柵付き擁壁構造物RSを構築する際における擁壁ブロックRBの設置を容易且つ短時間で行える。 (2) Since the retaining wall block RB integrally includes the bottom plate portion RBa, the side plate portion RBb, and the column support portion RBc having the inclined surface RBc1, the operation of connecting the retaining wall and the shade block is a block unit. Removing the problems in the conventional example (increased construction cost due to the labor and time required for connecting work) required for construction, and retaining wall structure RS with a protective fence along a slope with a predetermined slope The wall block RB can be installed easily and in a short time.
(3)擁壁ブロックRBの支柱差込穴RBc2の底面RBc2bの勾配と防護柵PFの支柱PFaの傾斜面PFa1の勾配とが前記斜面の勾配(n%)に略合致しており、支柱PFaをその傾斜面PFa1が底面RBc2bに面接触した状態下で略垂直に固定できるため、所定勾配の斜面に沿って防護柵付き擁壁構造物RSを構築する際における擁壁ブロックRBに対する支柱PFaの立設を安定且つ的確に行える。 (3) The gradient of the bottom surface RBc2b of the column insertion hole RBc2 of the retaining wall block RB and the gradient of the inclined surface PFa1 of the column PFa of the protective fence PF substantially coincide with the gradient (n%) of the gradient PFa. Can be fixed substantially vertically with the inclined surface PFa1 being in surface contact with the bottom surface RBc2b. Therefore, when the retaining wall structure RS with a protective fence is constructed along the inclined surface with a predetermined slope, the column PFa is attached to the retaining wall block RB. Standing can be performed stably and accurately.
尚、図1及び図2には、横棒と縦棒との組み合わせから成る柵本体PFbを有する防護柵PFを示したが、用途に応じて柵本体の態様が異なる防護柵、例えば、図5(A)に示したような横棒と網との組み合わせから成る柵本体PFb1を有する防護柵PF1や、図5(B)に示したような少なくとも1つの横長プレートから成る柵本体PFb2を有する防護柵PF2等が適宜使用できることは言うまでも無い。 1 and 2 show a protective fence PF having a fence body PFb composed of a combination of a horizontal bar and a vertical bar. However, for example, FIG. A protection fence PF1 having a fence body PFb1 composed of a combination of a horizontal bar and a net as shown in (A), and a fence body PFb2 consisting of at least one horizontally long plate as shown in FIG. 5 (B). Needless to say, the fence PF2 or the like can be used as appropriate.
さらに、図1及び図2には、同一サイズの複数の擁壁ブロックRBを用いて構築された防護柵付き擁壁構造物RSを示したが、図6に示した防護柵付き擁壁構造物RS’のように、最大高さHmaxが擁壁ブロックRB(図中中央)の最小高さHminに略一致した擁壁ブロックRB1(図中左側)と、最小高さHminが擁壁ブロックRB(図中中央)の最大高さHmaxに略一致した擁壁ブロックRB2(図中左側)を用意すれば、単一の基礎面BAa上に複数の擁壁ブロックRB、RB1及びRB2を載置できるので、基礎BAに形成すべき水平な基礎面BAaの数を減少して基礎BAの作製をより容易且つ短時間で行える。 1 and 2 show a retaining wall structure RS with a guard fence constructed using a plurality of retaining wall blocks RB of the same size, the retaining wall structure with a guard fence shown in FIG. Like RS ′, the retaining wall block RB1 (left side in the figure) whose maximum height Hmax substantially coincides with the minimum height Hmin of the retaining wall block RB (center in the figure), and the minimum height Hmin is the retaining wall block RB ( If a retaining wall block RB2 (left side in the figure) that substantially matches the maximum height Hmax of the center in the figure is prepared, a plurality of retaining wall blocks RB, RB1, and RB2 can be placed on a single base surface BAa. The number of horizontal base planes BAa to be formed on the base BA can be reduced, and the base BA can be manufactured more easily and in a short time.
さらに、図1及び図2には、各擁壁ブロックRBの正面の殆ど全てが露出し背面が露出していない防護柵付き擁壁構造物RSを示したが、各擁壁ブロックRBの正面及び背面が露出していない防護柵付き擁壁構造物や、各擁壁ブロックRBの正面及び背面の殆ど全てが露出した防護柵付き擁壁構造物等を構築する場合でも、前記同様の効果が得られる。 Further, FIGS. 1 and 2 show the retaining wall structure RS with a protective fence in which almost all of the front surface of each retaining wall block RB is exposed and the back surface is not exposed. Even when building a retaining wall structure with a protective fence whose back is not exposed, or a retaining wall structure with a protective fence where almost all of the front and back surfaces of each retaining wall block RB are exposed, the same effect as described above can be obtained. It is done.
さらに、図1、図2及び図3(A)〜図3(C)には、傾斜面RBc1に2個の支柱差込穴RBc2を有する擁壁ブロックRBを示したが、該支柱差込穴RBc2の数は1個でも良いし3個以上でも良い。 Further, FIGS. 1, 2 and 3A to 3C show a retaining wall block RB having two support insertion holes RBc2 on the inclined surface RBc1. The number of RBc2 may be one or three or more.
さらに、図1、図2及び図3(A)〜図3(C)には、背面側に底版部RBaが存する擁壁ブロックRBを示したが、該擁壁ブロックRBの正面側に底版部RBaが存する形状としても、前記同様の効果が得られる。 Further, FIGS. 1, 2 and 3A to 3C show the retaining wall block RB having the bottom plate portion RBa on the back side, but the bottom plate portion on the front side of the retaining wall block RB. The same effect as described above can be obtained even if the shape has RBa.
RS,RS’…防護柵付き擁壁構造物、RB…擁壁ブロック、RBa…底版部、RBb…側版部、RBc…支柱支持部、RBc1…傾斜面、RBc2…支柱差込穴、PF,PF1,PF2…防護柵、PFa…支柱、PFb,PFb1,PFb2…柵本体。 RS, RS ′: Retaining wall structure with protective fence, RB: Retaining wall block, RBa ... Bottom plate part, RBb ... Side plate part, RBc ... Column support part, RBc1 ... Inclined surface, RBc2 ... Column insertion hole, PF, PF1, PF2 ... Guard fence, PFa ... Post, PFb, PFb1, PFb2 ... Fence body.
Claims (1)
(1)前記複数の擁壁ブロックそれぞれは底版部と側版部と該側版部の上部に位置する支柱支持部とを一体に有するL形を成しており、前記支柱支持部の上面は前記斜面の勾配に略合致した勾配を有していて前記底版部の下面と非平行であり、前記支柱支持部の傾いた上面には防護柵用支柱の下端部を差し込むための少なくとも1個の支柱差込穴がその中心線が前記支柱支持部の傾いた上面と略直角を成すように傾いて形成されており、前記支柱差込穴の底面は前記斜面の勾配に略合致した勾配を有していて前記支柱支持部の傾いた上面と略平行であり、
(2)前記防護柵は複数の支柱と該支柱に取り付けられた柵本体とから成り、前記複数の支柱それぞれの下端面は前記斜面の勾配に略合致した勾配を有しており、
(3)前記複数の擁壁ブロックは、各々の支柱支持部の傾いた上面が前記斜面の勾配と略合致した勾配を有する略連続した1つの傾斜面となるように水平な基礎面に載置されており、
(4)前記防護柵の複数の支柱は、各々の傾いた下端面が前記複数の擁壁ブロックそれぞれの支柱差込穴の傾いた底面に面接触するようにその下端部を該支柱差込穴に差し込まれ、且つ、該支柱差込穴の余剰空間に充填された硬化剤によって略垂直に固定されている、
防護柵付き擁壁構造物。 Consists of a plurality of retaining wall blocks arranged side by side in a straight line or a curved line when viewed from above, and a protective fence installed in accordance with the arrangement of the retaining wall blocks, along a slope with a predetermined slope A retaining wall structure with a protective fence,
(1) Each of the plurality of retaining wall blocks has an L shape integrally including a bottom plate portion, a side plate portion, and a column support portion located at an upper portion of the side plate portion, and the upper surface of the column support portion is At least one for inserting a lower end portion of the support fence post on the inclined upper surface of the support column having an inclination substantially matching the inclination of the inclined surface and not parallel to the lower surface of the bottom plate portion. The column insertion hole is formed so that its center line is substantially perpendicular to the inclined upper surface of the column support part, and the bottom surface of the column insertion hole has a gradient that substantially matches the gradient of the inclined surface. And is substantially parallel to the inclined upper surface of the support column support,
(2) The protective fence is composed of a plurality of support columns and a fence body attached to the support columns, and the lower end surfaces of the plurality of support columns have a slope substantially matching the slope of the slope,
(3) The plurality of retaining wall blocks are mounted on a horizontal base surface so that the inclined upper surface of each support column support portion becomes one substantially continuous inclined surface having a gradient substantially matching the gradient of the inclined surface. Has been
(4) The plurality of support pillars of the protective fence are arranged at the bottom end portions of the support fences so that the inclined lower end surfaces come into surface contact with the inclined bottom surfaces of the support hole insertion holes of the plurality of retaining wall blocks. And is fixed substantially vertically by a curing agent filled in the surplus space of the column insertion hole,
Retaining wall structure with protective fence .
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