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JP7805644B2 - How the structure was built - Google Patents
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JP7805644B2 - How the structure was built - Google Patents

How the structure was built

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JP7805644B2
JP7805644B2 JP2023174281A JP2023174281A JP7805644B2 JP 7805644 B2 JP7805644 B2 JP 7805644B2 JP 2023174281 A JP2023174281 A JP 2023174281A JP 2023174281 A JP2023174281 A JP 2023174281A JP 7805644 B2 JP7805644 B2 JP 7805644B2
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暢之 岡井
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Description

本発明は、構造物の建築方法に関し、特に3Dプリント建築技術による鉛直構造とプレキャスト床パネルによる水平構造を組み合わせたハイブリッド構造により、経済性と居住性を両立した構造物の建築方法に関する。 The present invention relates to a method for constructing a structure, and in particular to a method for constructing a structure that combines economy and livability through a hybrid structure that combines a vertical structure using 3D printing construction technology with a horizontal structure using precast floor panels.

近年、3Dプリント技術を利用して家屋などの大型構造物を建築する3Dプリント建築技術が開発されている。3Dプリント建築技術は、大型の積層プリント装置を設置し、基材としてコンクリートやモルタル等の硬化性基材を用いて構造物を建築する技術である。
3Dプリント建築技術は、大型の3Dプリント装置を設置し、敷地上に直接構造物を積層する方法と、3Dプリント技術を用いて構造物の分割資材を製造し、分割資材を現地で組み立てて構造物を建築する方法に大別されるが、近年ではその施工性の高さから、特に敷地に直接構造物を積層する方法が注目されている。
In recent years, 3D printing construction technology has been developed to build large structures such as houses using 3D printing technology. 3D printing construction technology involves installing a large layer printing device and constructing a structure using a hardening base material such as concrete or mortar.
3D printing construction technology can be broadly divided into two methods: one in which a large 3D printing device is installed and a structure is layered directly on the site, and the other in which the structural components are manufactured using 3D printing technology and then assembled on-site to build the structure. In recent years, however, the method of layering the structure directly on the site has been attracting particular attention due to its ease of construction.

特開2018-069661号公報JP 2018-069661 A

従来技術には、以下の問題点がある。
<1>3Dプリント技術では、下段の基材上に上段の基材を積み上げて垂直方向の面を構築するため、空中に水平構造を構築することができない。このため、壁面に窓や戸口の開口部を設けるには、上枠部分にサポート材を設置するなど別途の工程が必要となり、設計上、開口部の設置個所に制約が生じる。
<2>水平の天井面を構築できないため、基材を下段から上段へ少しずつ室内側にずらして配置し、概ね円形を帯びたドーム状構造を採用せざるを得ない。このため、丸みを帯びた独特の形状となり、意匠性に乏しく、既存構造物と調和しにくい。
<3>円形のドーム状構造は室内にデッドスペースが生じやすく、天井が傾斜するため圧迫感がある。また、構造物の平面形状が略円形となるため、敷地面積に対して居住空間が狭くなりやすい。以上より、居住性が非常に悪い。
The conventional technology has the following problems.
<1> With 3D printing technology, vertical surfaces are constructed by stacking upper substrates on lower substrates, so it is not possible to construct horizontal structures in mid-air. As a result, creating window or doorway openings in walls requires additional processes, such as installing support materials in the upper frame, which places design restrictions on where the openings can be placed.
<2> Because it is not possible to construct a horizontal ceiling surface, the base material must be arranged by gradually shifting it from the bottom to the top toward the interior, resulting in a roughly circular dome-shaped structure. This results in a unique, rounded shape that lacks design appeal and is difficult to harmonize with existing structures.
<3> A circular dome-shaped structure tends to create dead space inside the room, and the sloped ceiling creates a feeling of oppression. Furthermore, because the planar shape of the structure is roughly circular, the living space tends to be small relative to the site area. For these reasons, the living environment is extremely poor.

本発明の構造物の建築方法は、3Dプリント建築技術を用い、敷地に基礎部を設置する、基礎工程と、積層プリント装置によって基礎部上に硬化性基材を帯状に配置し、これを積み上げて構造物の壁面をなす鉛直構造部を構築する、積層工程と、鉛直構造部上に天井スラブを積載して構造物の天井をなす水平構造部を構築する、積載工程と、を備え、積層工程において、硬化性基材の帯状の配置を部分的に断絶して積層し、断絶した上部を天井スラブで画設することで、鉛直構造部を連通する開口部を設けることを特徴とする。 The method for constructing a structure of the present invention comprises the following steps: a foundation step in which a foundation is installed on a site using 3D printing construction technology; a lamination step in which strips of hardenable base material are arranged on the foundation using a lamination printing device and stacked to construct vertical structural parts that form the walls of the structure; and a loading step in which ceiling slabs are placed on the vertical structural parts to construct horizontal structural parts that form the ceiling of the structure. In the lamination step, the strips of hardenable base material are partially interrupted and stacked, and the upper part of the interruption is defined by the ceiling slab, thereby creating an opening that connects the vertical structural parts.

本発明の構造物の建築方法は、積載工程の後に、鉛直構造部を基礎部と読み替えて、積層工程と、積載工程と、を繰り返して上層階を構築してもよい。 In the method for constructing a structure of the present invention, after the loading process, the vertical structural section may be considered as the foundation section, and the stacking process and loading process may be repeated to construct upper floors.

本発明の構造物の建築方法は、鉛直構造部が、内部に中空層を備える複層構造であってもよい。 The method for constructing a structure of the present invention may also be a multi-layer structure in which the vertical structural portion has a hollow layer inside.

本発明の構造物の建築方法は、積層プリント装置が、装置本体と、装置本体に設けたノズル部と、装置本体に設けた走行部と、装置本体に設けたガイド部と、を備え、積層工程において、ガイド部によって下段に配置した硬化性基材をガイドし、走行部によって硬化性基材に沿って移動しながら、ノズル部から硬化性基材を吐出して、上段の硬化性基材を配置してもよい。 In the method for constructing a structure of the present invention, the laminate printing device includes a device main body, a nozzle unit provided on the device main body, a running unit provided on the device main body, and a guide unit provided on the device main body, and in the lamination process, the guide unit guides the curable substrate placed on the lower tier, and the running unit moves along the curable substrate while ejecting the curable substrate from the nozzle unit to place the curable substrate on the upper tier.

本発明の構造物の建築方法は、積層プリント装置が、装置本体に設けた受信部と、走行部及び受信部と電気的に接続した制御部と、を更に備え、受信部が、座標情報発信手段から座標情報を受信し、座標情報に基づいて積層プリント装置の現位置を特定し、制御部が、現位置に基づいて走行部の走行を制御してもよい。 In the method for constructing a structure of the present invention, the layered printing device may further include a receiving unit provided in the device body and a control unit electrically connected to the travel unit and the receiving unit, wherein the receiving unit receives coordinate information from the coordinate information transmission means and identifies the current position of the layered printing device based on the coordinate information, and the control unit controls the travel of the travel unit based on the current position.

本発明の構造物の建築方法は、座標情報発信手段が3カ所以上に設置したビーコンであり、受信部が、座標情報に基づく複数点測位方式によって、積層プリント装置の現位置を特定してもよい。 In the method for constructing a structure of the present invention, the coordinate information transmission means may be beacons installed in three or more locations, and the receiving unit may identify the current position of the layered printing device using a multi-point positioning method based on the coordinate information.

本発明の構造物の建築方法は、上記の構成から次の内少なくとも1つの効果を奏する。
<1>3Dプリント建築技術とプレキャスト工法を兼用することで短工期かつ低コストで構造物を建築することができる。
<2>壁面を断絶させた上部を天井スラブで画設することで、サポート材の設置を要せずに、窓や戸口等の開口部を自由に設計することができる。
<3>天井面を水平な天井スラブで構築するため、垂直壁と水平天井からなる略直方体形状の構造物を建築できる。このため、意匠性に優れ、既設構造物と調和しやすい。
<4>室内に略直方体形状の空間を確保できるため、収容能力が高く、天井に圧迫感がない。このため、居住性が非常に高い。また、平面形状を矩形とすることができるため、敷地を有効活用できる。
<5>在来工法と比べ、廃材の発生や騒音を抑制できるため、地球環境及び地域環境に貢献する。
The method for constructing a structure of the present invention has at least one of the following advantages due to the above configuration.
<1> By combining 3D printing construction technology with precast construction methods, structures can be constructed in a short period of time and at low cost.
<2> By defining the upper part of the wall with a ceiling slab, openings such as windows and doorways can be freely designed without the need to install support materials.
<3> Because the ceiling surface is constructed with a horizontal ceiling slab, it is possible to build a roughly rectangular parallelepiped structure with vertical walls and a horizontal ceiling. This allows for excellent design and makes it easy to blend in with existing structures.
<4> Because an approximately rectangular parallelepiped space can be secured inside the room, the accommodation capacity is high and the ceiling does not feel oppressive. This makes it very comfortable to live in. In addition, because the planar shape can be made rectangular, the site can be used effectively.
<5> Compared to conventional construction methods, it reduces waste material generation and noise, contributing to the global and local environment.

構造物の建築方法のフロー図Flowchart of the construction method of the structure 構造物の説明図Structure diagram 積層プリント装置の説明図Explanatory diagram of a lamination printing device 基礎工程の説明図Basic process diagram 積層工程の説明図(1)Stacking process diagram (1) 積層工程の説明図(2)Stacking process diagram (2) 積層工程の説明図(3)Stacking process diagram (3) 積載工程の説明図Illustration of the loading process 実施例2の説明図Explanatory diagram of Example 2

以下に、本発明の構造物の建築方法について詳細に説明する。 The method for constructing the structure of the present invention is described in detail below.

[構造物の建築方法]
<1>全体の構成(図1)
本発明の構造物の建築方法Sは、3Dプリント建築技術を用いて構造物1を建築する施工方法である。
構造物の建築方法Sは、基礎工程S1と、積層工程S2と、積載工程S3と、を少なくとも備える。
本発明の構造物の建築方法Sは、3Dプリント建築技術による鉛直構造部20と、プレキャスト工法による水平構造部30を組み合わせたハイブリッド施工により、窓や戸口等の開口部22を任意に設置可能な構成に1つの特徴を有する。
[Structure construction method]
<1> Overall configuration (Figure 1)
The structure construction method S of the present invention is a construction method for constructing a structure 1 using 3D printing construction technology.
The method S for constructing a structure includes at least a foundation step S1, a stacking step S2, and a loading step S3.
The construction method S for a structure of the present invention has one feature in that it is a hybrid construction method that combines a vertical structural section 20 made using 3D printing construction technology with a horizontal structural section 30 made using a precast construction method, allowing openings 22 such as windows and doorways to be installed as desired.

<1.1>構造物(図2)
構造物1は、敷地に設置する基礎部10と、基礎部10上に設置する鉛直構造部20と、鉛直構造部20上に設置する水平構造部30と、を少なくとも備える建築物である。住宅、事業所など構造物1の用途は問わない。
本例では構造物1を2階建てとするが、平屋であってもよい。
本例では基礎部10として、コンクリート製の床スラブ11と、床スラブ11から線状に立ち上がる立上部12と、立上部12上に配置する床パネル13と、を備えるベタ基礎を採用する。ただし基礎部10の構造はこれに限らず、例えば立上部12を備えなくてもよいし、ベタ基礎でなく布基礎であってもよい。
鉛直構造部20は、少なくとも壁面部21と、開口部22と、を備える。
本例では壁面部21として、内壁21aと外壁21bの間に中空層21cを画設した複層構造を採用する。中空層21cは、断熱材や電気設備、配管を配置する空間として利用可能である。
水平構造部30は、少なくとも天井スラブ31を備える。
本例では天井スラブ31として、内部に鉄筋を配筋したプレキャスト製コンクリートスラブを採用する。天井スラブ31は、屋根スラブとして用いる他、2階部分の床スラブを兼用することもできる。床スラブと兼用する場合には、上下階に階段を通すための開口を設ける。
<1.1> Structure (Figure 2)
The structure 1 is a building that includes at least a foundation 10 that is installed on a site, a vertical structural part 20 that is installed on the foundation 10, and a horizontal structural part 30 that is installed on the vertical structural part 20. The structure 1 may be used for any purpose, such as a residence or a business office.
In this example, the structure 1 is two stories high, but it may be one story.
In this example, a mat foundation is used as the foundation 10, which includes a concrete floor slab 11, a rising portion 12 that rises linearly from the floor slab 11, and a floor panel 13 that is placed on the rising portion 12. However, the structure of the foundation 10 is not limited to this, and for example, the rising portion 12 may not be provided, or a strip footing may be used instead of a mat foundation.
The vertical structure 20 includes at least a wall portion 21 and an opening 22 .
In this example, a multi-layer structure is adopted for the wall surface portion 21, in which a hollow layer 21c is defined between an inner wall 21a and an outer wall 21b. The hollow layer 21c can be used as a space for arranging heat insulating materials, electrical equipment, and piping.
The horizontal structural part 30 comprises at least a ceiling slab 31 .
In this example, a precast concrete slab with reinforcing bars inside is used as the ceiling slab 31. The ceiling slab 31 can be used as a roof slab or can also be used as a floor slab for the second floor. When using it as a floor slab, openings are provided to allow stairs to pass between the upper and lower floors.

<1.2>積層プリント装置(図3)
積層プリント装置Aは、3Dプリント建築技術により構造物1を建築する装置である。
本例では積層プリント装置Aとして、装置本体A1と、装置本体に設けたノズル部A2と、ノズル部A2に硬化性基材Bを供給する基材供給部A3と、装置本体A1を移動させる走行部A4と、装置本体A1の移動をガイドするガイド部A5と、設計データを基に走行部A4を制御する制御部A7と、を備える自走式の積層プリント装置を採用する。
ノズル部A2は、装置本体A1の後部から下向きに突出する。
基材供給部A3は、例えば敷地外に設置したモルタル圧送装置を備え、装置本体A1の前部に接続した圧送管を介して、ノズル部A2と連通する。
走行部A4は、例えば装置本体A1の底面に設けたクローラであり、床パネル13や下段に配置した硬化性基材Bの上を走行する。
ガイド部A5は、例えば装置本体A1の両側面から走行部A4の下方に突出した2つのガイドローラからなり、2つのガイドローラによって下段に配置した硬化性基材Bの側面を挟持して走行をガイドする。
ただし積層プリント装置Aは上記の構成に限らず、例えば走行部A4はクローラでなくタイヤであってもよい。また自走式ではなく、走行部A4を備えないロボットアーム式又は門型フレーム式であってもよい。
<1.2> Laminated printing device (Figure 3)
The layered printing device A is a device that builds a structure 1 using 3D printing construction technology.
In this example, the laminate printing device A is a self-propelled laminate printing device that includes a device main body A1, a nozzle section A2 provided in the device main body, a substrate supply section A3 that supplies a curable substrate B to the nozzle section A2, a running section A4 that moves the device main body A1, a guide section A5 that guides the movement of the device main body A1, and a control section A7 that controls the running section A4 based on design data.
The nozzle portion A2 protrudes downward from the rear of the apparatus main body A1.
The base material supply section A3 includes a mortar pressure-feeding device installed outside the site, for example, and communicates with the nozzle section A2 via a pressure-feeding pipe connected to the front of the device main body A1.
The running part A4 is, for example, a crawler provided on the bottom surface of the device main body A1, and runs on the floor panel 13 and the hardenable substrate B arranged on the lower level.
The guide section A5 consists of, for example, two guide rollers protruding downward from both sides of the device main body A1 below the running section A4, and the two guide rollers clamp the sides of the curable substrate B placed on the lower level to guide its running.
However, the laminate printing apparatus A is not limited to the above configuration, and for example, the running unit A4 may be a tire instead of a crawler.Furthermore, instead of being a self-propelled type, the laminate printing apparatus A may be a robot arm type or a portal frame type that does not have a running unit A4.

<2>基礎工程(図4)
基礎工程S1は、基礎部10を設置する工程である。詳細には例えば以下の(1)~(11)の手順で実施する。
(1)敷地の根切り、(2)砕石の敷設と転圧、(3)防水シートの敷設、(4)捨てコンクリートの打設、(5)鉄筋の配筋、(6)型枠の設置、(7)床スラブ部のコンクリート打設、(8)アンカーボルトの設置、(9)立上部のコンクリート打設、(10)養生、(11)床パネルの設置。
立上部12を設ける場合、鉛直構造部20の自重及び水平構造部30の上載荷重を支持するため、少なくとも鉛直構造部20の壁面部21の直下に設けることが望ましい。
アンカーボルトは、土台ではなく床パネル13固定用のボルトである。詳細には、立上部12上に床パネル13を配置して、床パネル13に設けた連通孔にアンカーボルトを挿通し、頭部にナットを螺着することで、床パネル13を立上部12に固定する。
<2> Basic process (Figure 4)
The foundation step S1 is a step of installing the foundation portion 10. In detail, the foundation step S1 is performed in the following order (1) to (11), for example.
(1) Root cutting on the site, (2) laying and compacting crushed stone, (3) laying waterproof sheets, (4) pouring concrete, (5) reinforcing steel bars, (6) installing formwork, (7) pouring concrete for the floor slab, (8) installing anchor bolts, (9) pouring concrete for the rising section, (10) curing, and (11) installing floor panels.
When providing the rising portion 12, it is desirable to provide it at least directly below the wall portion 21 of the vertical structural portion 20 in order to support the weight of the vertical structural portion 20 and the load placed on the horizontal structural portion 30.
The anchor bolt is not a base but a bolt for fixing the floor panel 13. In detail, the floor panel 13 is placed on the rising portion 12, and the anchor bolt is inserted into a communication hole provided in the floor panel 13, and a nut is screwed onto the head of the anchor bolt, thereby fixing the floor panel 13 to the rising portion 12.

<3>積層工程(図5A~図5C)
積層工程S2は、鉛直構造部20を構築する工程である
積層工程S2には、積層プリント装置Aとペースト状の硬化性基材Bを用いる。
本例では硬化性基材Bとして繊維補強モルタルを採用する。
積層プリント装置Aの制御部A7に構造物1の設計データを取り込み、設計データに従って床パネル13上に硬化性基材Bを帯状に配置する。
設計データは、建築予定の構造物の3Dデータを層別の2Dデータに展開したデータである。
詳細には、まず基礎部10上を測量し、積層プリント装置Aの走行始点を設計データ上の各座標に対応させる。
続いて、走行部A4によって床パネル13上を走行しながら、ノズル部A2からペースト状の硬化性基材Bを吐出し、均一厚みかつ均一幅で帯状に配置してゆく。なお、最下段の硬化性基材Bを配置する際には、ガイド部A5が走行の邪魔となるため取り外しておく。
最下段の硬化性基材Bを設置したら、硬化した最下段の硬化性基材B上に積層プリント装置Aを配置し、ガイド部A5で硬化性基材Bの側面をガイドしながら走行し、下段の硬化性基材Bの上に上段の硬化性基材Bを積層する(図5A)。
同様の作業を、設計データに従って下段から上段に繰り返し、硬化性基材Bを積層して壁面部21を構築してゆく(図5B)。
設計上の窓や戸口の部分では、硬化性基材Bの吐出を止めて、高さ方向に連続する開口部22を設ける(図5C)。
<3> Lamination process (FIGS. 5A to 5C)
The lamination step S2 is a step of constructing the vertical structural portion 20. In the lamination step S2, a lamination printing device A and a paste-like hardening base material B are used.
In this example, fiber reinforced mortar is used as the hardenable substrate B.
The design data of the structure 1 is input to the control unit A7 of the lamination printing device A, and the curable substrate B is arranged in a strip shape on the floor panel 13 in accordance with the design data.
The design data is data in which 3D data of a structure to be constructed is expanded into 2D data for each layer.
In detail, first, the surface of the base 10 is surveyed, and the travel start point of the layered printing device A is made to correspond to each coordinate on the design data.
Next, while traveling on the floor panel 13 by the traveling part A4, the paste-like hardenable base material B is discharged from the nozzle part A2 and arranged in a band shape with a uniform thickness and width. When arranging the bottommost hardenable base material B, the guide part A5 is removed because it gets in the way of traveling.
After placing the bottom-most curable substrate B, the lamination printing device A is placed on top of the cured bottom-most curable substrate B, and runs while guiding the side of the curable substrate B with the guide section A5, laminating the upper-level curable substrate B on top of the lower-level curable substrate B (Figure 5A).
The same process is repeated from the bottom to the top in accordance with the design data, and the curable base material B is layered to build the wall portion 21 (FIG. 5B).
At the designed window or doorway portions, the discharge of the curable substrate B is stopped to provide openings 22 that are continuous in the height direction (FIG. 5C).

<4>積載工程(図6)
積載工程S3は、水平構造部30を構築する工程である。詳細には例えば以下のように実施する。
鉛直構造部20の硬化後、クレーン等の重機を用いて1階の鉛直構造部20の上部に天井スラブ31を吊り下ろす。
本例では水平構造部30が2枚の天井スラブ31の組合せからなり、2枚の天井スラブ31を吊り込み後に、両者をボルトや継手等で連結する。
予め天井スラブ31の底面に、天井スラブ31の吊り込み時に壁面部21の上縁に位置決めするためのガイド突起32を設けてもよい。
天井スラブ31の設置により、水平構造部30が構築されると共に、壁面部21を構築してない部分の上縁が画設され、窓や戸口となる開口部22が構築される。
<4> Loading process (Fig. 6)
The loading step S3 is a step of constructing the horizontal structure portion 30. In detail, the loading step S3 is performed as follows, for example.
After the vertical structural portion 20 has hardened, a ceiling slab 31 is lowered onto the top of the vertical structural portion 20 on the first floor using heavy machinery such as a crane.
In this example, the horizontal structural part 30 is made up of a combination of two ceiling slabs 31, and after the two ceiling slabs 31 are hung, they are connected to each other with bolts, joints, etc.
A guide protrusion 32 may be provided in advance on the bottom surface of the ceiling slab 31 for positioning the ceiling slab 31 on the upper edge of the wall portion 21 when hanging it down.
By installing the ceiling slab 31, the horizontal structural portion 30 is constructed, the upper edge of the unconstructed portion of the wall portion 21 is defined, and openings 22 for windows and doorways are constructed.

<5>2階の施工
1階の天井スラブ31の上部に2階の床パネル13を固定し、積層プリント装置Aを用いて床パネル13上に鉛直構造部20を構築する(積層工程S2)。
2階の鉛直構造部20が完成したら、鉛直構造部20上に天井スラブ31を設置して、屋根となる水平構造部30を構築する(積載工程S3)。
以上によって構造物1の躯体が完成する。
構造物1の完成後、窓サッシやドアを取付ける建具工事、天井、フローリング、クロス等の内装工事、電気工事、配管工事、設備工事等を順次行う。これらの工程は本願発明の要旨ではないため説明は割愛する。
<5> Construction of the Second Floor The second floor floor panels 13 are fixed to the top of the first floor ceiling slab 31, and the vertical structural section 20 is constructed on the floor panels 13 using the lamination printing device A (lamination process S2).
Once the vertical structural portion 20 of the second floor is completed, a ceiling slab 31 is placed on the vertical structural portion 20 to construct the horizontal structural portion 30 that will serve as the roof (loading step S3).
The above completes the skeleton of the structure 1.
After the structure 1 is completed, fitting work such as installing window frames and doors, interior work such as ceilings, flooring, and wallpapering, electrical work, piping work, and equipment work are carried out in sequence. These steps are not the gist of the present invention, so a description thereof will be omitted.

[積層プリント装置の現位置情報に基づいて走行を制御する実施例](図7)
本例では、積層プリント装置Aが受信部A6を更に備える。
受信部A6は、座標情報発信手段Cが発信する座標情報に基づいて、積層プリント装置Aの現位置を特定する機構である。
本例では座標情報発信手段Cとして、敷地内の3カ所に設置したビーコン(Beacon)C1を採用する。ビーコンC1は、所定の時間間隔で無線信号を発信する装置であり、ビーコンC1として、例えば半径30mの範囲内に1秒に数回無線信号を発信するBluetooth(登録商標)Low Energy(BLE)を採用することができる。
3基のビーコンC1を、構造物1の建築個所を囲むように配置し、無線信号の遮蔽を避けるため、高さ5m程度のポールの頂部に固定する。敷地内における各ビーコンC1の設置位置は事前に特定しておく。
受信部A6は、ビーコンC1から受信する無線信号の電波の強さ(受信電波強度(RSSI))からビーコンC1との距離を測定することができ、異なる位置にある3基のビーコンC1からの距離を測定することで、積層プリント装置Aの現位置を三次元的に特定することができる(3点測位方式)。
本例では、積層工程S2において、制御部A7が積層プリント装置Aの現位置情報に基づいて、走行部A4の走行を制御する。詳細には、構造物1の設計データと積層プリント装置Aの現位置情報を照合し、随時積層プリント装置Aの現位置を補正しつつ壁面部21を構築する。これによって、走行時の揺動等に伴い、積層プリント装置Aの走行経路がずれて、施工不良が生じることを防ぐことができる。
なお、座標情報発信手段CはビーコンC1に限らず、位置情報の精度が確保できれば例えばGPS衛星であってもよい。また、ビーコンC1を使用する場合であっても、3点測位方式でなく、電波の位相差を利用する測角方式で現位置を特定してもよい。
[Example of controlling the travel of the lamination printing device based on current position information] (Fig. 7)
In this example, the lamination printing apparatus A further includes a receiving unit A6.
The receiving section A6 is a mechanism for identifying the current position of the lamination printing apparatus A based on the coordinate information transmitted by the coordinate information transmitting means C.
In this example, beacons C1 installed at three locations within the premises are used as the coordinate information transmission means C. The beacons C1 are devices that transmit wireless signals at predetermined time intervals, and for example, Bluetooth (registered trademark) Low Energy (BLE) that transmits wireless signals within a 30 m radius several times per second can be used as the beacons C1.
Three beacons C1 are placed around the construction site of the structure 1 and are fixed to the top of poles about 5 m high to avoid shielding of wireless signals. The installation locations of each beacon C1 within the site are identified in advance.
The receiving unit A6 can measure the distance to the beacon C1 from the strength of the radio signal (received radio wave intensity (RSSI)) received from the beacon C1, and by measuring the distance from three beacons C1 located in different positions, the current position of the laminate printing device A can be identified in three dimensions (three-point positioning method).
In this example, in the stacking step S2, the control unit A7 controls the travel of the travel unit A4 based on the current position information of the laminate printing device A. In detail, the design data of the structure 1 is collated with the current position information of the laminate printing device A, and the wall surface portion 21 is constructed while correcting the current position of the laminate printing device A as needed. This makes it possible to prevent construction defects caused by deviation of the travel path of the laminate printing device A due to shaking or the like during travel.
The coordinate information transmitting means C is not limited to the beacon C1, and may be, for example, a GPS satellite as long as the accuracy of the position information can be ensured. Furthermore, even when the beacon C1 is used, the current position may be determined by an angle measurement method that uses the phase difference of radio waves instead of the three-point positioning method.

1 構造物
10 基礎部
11 床スラブ
12 立上部
13 床パネル
20 鉛直構造部
21 壁面部
21a 内壁
21b 外壁
21c 中空層
22 開口部
30 水平構造部
31 天井スラブ
32 ガイド突起
A 積層プリント装置
A1 装置本体
A2 ノズル部
A3 基材供給部
A4 走行部
A5 ガイド部
A6 受信部
A7 制御部
B 硬化性基材
C 座標情報発信手段
C1 ビーコン
S1 基礎工程
S2 積層工程
S3 積載工程
REFERENCE SIGNS LIST 1 structure 10 foundation 11 floor slab 12 rising part 13 floor panel 20 vertical structural part 21 wall surface 21a inner wall 21b outer wall 21c hollow layer 22 opening 30 horizontal structural part
31 Ceiling slab 32 Guide protrusion A Lamination printing device A1 Device body A2 Nozzle section A3 Substrate supply section A4 Travel section A5 Guide section A6 Receiving section A7 Control section B Hardening substrate C Coordinate information transmitting means C1 Beacon S1 Foundation process S2 Lamination process S3 Loading process

Claims (6)

3Dプリント建築技術を用いる構造物の建築方法であって、
敷地に基礎部を設置する、基礎工程と、
積層プリント装置によって前記基礎部上に硬化性基材を帯状に配置し、これを積み上げて構造物の壁面をなす鉛直構造部を構築する、積層工程と、
前記鉛直構造部上に天井スラブを積載して構造物の天井をなす水平構造部を構築する、積載工程と、を備え、
前記積層工程において、前記硬化性基材の帯状の配置を部分的に断絶して積層し、断絶した上部を前記天井スラブで画設することで、前記鉛直構造部を連通する開口部を設けることを特徴とする、
構造物の建築方法。
A method for building a structure using 3D printing building technology, comprising:
The foundation process involves installing the foundation on the site.
a lamination process in which a curable substrate is placed in a strip shape on the foundation using a lamination printing device and stacked to construct a vertical structural portion that forms the wall surface of the structure;
A loading step of loading a ceiling slab on the vertical structural portion to construct a horizontal structural portion that forms the ceiling of the structure,
In the lamination process, the strip-shaped arrangement of the curable base material is partially interrupted and laminated, and the interrupted upper part is defined by the ceiling slab, thereby providing an opening that communicates with the vertical structure.
How the structure is constructed.
前記積載工程の後に、前記基礎部を前記水平構造部と読み替えて、前記積層工程と、前記積載工程と、を繰り返して上層階を構築することを特徴とする、
請求項1に記載の構造物の建築方法。
After the loading step, the foundation part is replaced with the horizontal structural part, and the stacking step and the loading step are repeated to construct the upper floor.
A method for constructing a structure according to claim 1.
前記鉛直構造部が、内部に中空層を備える複層構造であることを特徴とする、
請求項1に記載の構造物の建築方法。
The vertical structure is a multi-layer structure having a hollow layer therein.
A method for constructing a structure according to claim 1.
前記積層プリント装置が、装置本体と、前記装置本体に設けたノズル部と、前記装置本体に設けた走行部と、前記装置本体に設けたガイド部と、を備え、
前記積層工程において、前記ガイド部によって下段に配置した前記硬化性基材をガイドし、前記走行部によって前記硬化性基材に沿って移動しながら、前記ノズル部から前記硬化性基材を吐出して、上段の前記硬化性基材を配置することを特徴とする、
請求項1乃至3のいずれか一項に記載の構造物の建築方法。
the laminate printing apparatus comprises an apparatus main body, a nozzle unit provided in the apparatus main body, a running unit provided in the apparatus main body, and a guide unit provided in the apparatus main body,
In the stacking step, the curable base material arranged in the lower stage is guided by the guide unit, and the curable base material is discharged from the nozzle unit while moving along the curable base material by the traveling unit, thereby arranging the curable base material in the upper stage.
A method for constructing a structure according to any one of claims 1 to 3.
前記積層プリント装置が、前記装置本体に設けた受信部と、前記走行部及び前記受信部と電気的に接続した制御部と、を更に備え、
前記受信部が、座標情報発信手段から座標情報を受信し、前記座標情報に基づいて前記積層プリント装置の現位置を特定し、
前記制御部が、前記現位置に基づいて前記走行部の走行を制御することを特徴とする、
請求項4に記載の構造物の建築方法。
the laminate printing apparatus further comprises a receiving unit provided in the apparatus body, and a control unit electrically connected to the traveling unit and the receiving unit,
the receiving unit receives coordinate information from the coordinate information transmitting means, and identifies a current position of the layered printing device based on the coordinate information;
The control unit controls the travel of the traveling unit based on the current position.
A method for constructing a structure according to claim 4.
前記座標情報発信手段が3カ所以上に設置したビーコンであり、
前記受信部が、前記座標情報に基づく複数点測位方式によって、前記積層プリント装置の現位置を特定することを特徴とする、
請求項5に記載の構造物の建築方法。
The coordinate information transmitting means is a beacon installed in three or more locations,
The receiving unit identifies the current position of the layered printing device by a multi-point positioning method based on the coordinate information.
A method for constructing a structure according to claim 5.
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JP2019111776A (en) 2017-12-26 2019-07-11 前田建設工業株式会社 Apparatus and method for forming laminated composite structure
JP2019157336A (en) 2018-03-07 2019-09-19 雄太 平山 Construction method of wall-like structure
WO2022112380A1 (en) 2020-11-25 2022-06-02 Saint-Gobain Weber France 3-d printing method for manufacturing mortar-based elements

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JP7693975B2 (en) * 2021-06-22 2025-06-18 大和ハウス工業株式会社 Marking device and marking method

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Publication number Priority date Publication date Assignee Title
JP2017166979A (en) 2016-03-16 2017-09-21 前田建設工業株式会社 Construction support device, construction support method, and construction support program
JP2019111776A (en) 2017-12-26 2019-07-11 前田建設工業株式会社 Apparatus and method for forming laminated composite structure
JP2019157336A (en) 2018-03-07 2019-09-19 雄太 平山 Construction method of wall-like structure
WO2022112380A1 (en) 2020-11-25 2022-06-02 Saint-Gobain Weber France 3-d printing method for manufacturing mortar-based elements

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