JPH0759830B2 - Construction equipment - Google Patents
Construction equipmentInfo
- Publication number
- JPH0759830B2 JPH0759830B2 JP63222048A JP22204888A JPH0759830B2 JP H0759830 B2 JPH0759830 B2 JP H0759830B2 JP 63222048 A JP63222048 A JP 63222048A JP 22204888 A JP22204888 A JP 22204888A JP H0759830 B2 JPH0759830 B2 JP H0759830B2
- Authority
- JP
- Japan
- Prior art keywords
- building
- construction
- temporary
- main
- floor
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims description 51
- 238000009434 installation Methods 0.000 claims description 24
- 230000000712 assembly Effects 0.000 claims 1
- 238000000429 assembly Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
【発明の詳細な説明】 《産業上の利用分野》 本発明は、低層から高層に至る各種建造物の建設を人手
を要せずに(すなわち無人にて)行う際に好ましく適用
できる建設装置に関するものである。TECHNICAL FIELD The present invention relates to a construction apparatus which can be preferably applied to the construction of various types of buildings from low-rise to high-rise without manpower (that is, unmanned). It is a thing.
《従来の技術》 一般に、中高層ビル等各種建造物の建設は、最上階まで
柱を構築した後、地上で組立てたスラブ等をウインチで
順次引上げ取付けて行く方法、あるいはクレーン等で躯
体部材を持上げ、下層階から上層階まで1階分毎に構築
し、積上げて行く方法等により行われている。《Prior art》 Generally, in the construction of various structures such as middle- and high-rise buildings, after constructing pillars up to the top floor, slabs etc. assembled on the ground are sequentially pulled up with a winch and attached, or a frame member is lifted with a crane or the like. , The lower floors to the upper floors are built one by one, and they are piled up.
第4図は、後者の方法を説明するためのもので、この図
は、既に1階と2階部分が構築され、3階部分を構築し
ている様子を示している。FIG. 4 is for explaining the latter method, and shows that the first and second floors have already been constructed and the third floor has been constructed.
すなわち、作業員Hが3階部分の床に乗り、クレーンC
で引き上げられた躯体部材Sを受け、3階部分の所定の
位置に溶接,ボルト,その他の手段で取付けるのであ
る。That is, the worker H rides on the floor of the third floor and the crane C
The skeleton member S pulled up by is received and attached to the predetermined position of the third floor by welding, bolts or other means.
また、最近、地上1階に設置したプラントで1階分の建
物をロボット等の機械を用いて集中的に生産し、1階分
の躯体工事の完了後に、階高分だけ上方にプッシュアッ
プすることを繰返して建造物全体を建設する方法が提案
されている(特開昭62−244941号公報参照)。In addition, recently, a plant installed on the first floor above ground is used to intensively produce buildings on the first floor using machines such as robots, and after the construction work on the first floor is completed, push up by the height of the floor. There has been proposed a method of repeating the above process to construct the entire building (see Japanese Patent Laid-Open No. 62-244941).
《発明が解決しようとする課題》 しかし、前述した最上階までの柱構築後スラブをウイン
チで引上げ取付ける方法、下層階から上層階まで1階分
毎に構築して行く方法は、いずれも多数の人手を要し、
天候に左右されたり作業時間等の制約が大きく、しばし
ば工事期間の延長を招くのみならず、作業員の保安に関
しても多大の配慮が必要であった。<Problems to be solved by the invention> However, there are many methods for pulling up and installing the slab after the pillar construction up to the top floor with a winch, and for constructing every floor from the lower floor to the upper floor. It takes manpower,
Due to weather conditions and restrictions on work time, etc., it often led to an extension of the construction period, and it was necessary to give great consideration to the safety of workers.
また、前述の先提案の方法では、このような問題は相当
解消されるものの、構築途上の建造物を支持する部材、
即ちプッシュアップする部材の強度等からして建造物の
高さに限界があるという問題がある。Further, in the above-mentioned method of the previous proposal, although such a problem is substantially solved, a member for supporting a building under construction,
That is, there is a problem that the height of the building is limited due to the strength of the members pushed up.
本発明は、以上の問題を解消し、低層から高層までの各
種建造物を無人にて建設する際に好ましく適用でき、し
かも兼価な建設装置を提案することを目的とするもので
ある。It is an object of the present invention to solve the above problems and to propose a construction apparatus which can be preferably applied when unmannedly constructing various structures from low-rise to high-rise, and which is also useful.
《課題を解決するための手段》 本発明は、構築すべき建造物の上方位置に組まれる仮設
の梁組と、該仮設の梁組に、その下方の上記建造物に対
して択一的に伸縮自在に複数設けられて、それら全てが
下方へ伸長されて該仮設の梁組下の該建造物上に施工作
業空間を形成する一方で、択一的に上方へ収縮されて該
建造物との間に本設柱の装着スペースを形成する伸縮柱
群と、上記施工作業空間で、収縮されたいずれかの上記
伸縮柱と上記建造物との間に本設柱を設置する柱装着手
段とを備えたことを特徴とする。<< Means for Solving the Problem >> The present invention is directed to a temporary beam set assembled at an upper position of a building to be constructed, and to the temporary beam set, with respect to the above-mentioned building below the temporary beam set. A plurality of telescopic units are provided, all of which are extended downward to form a construction work space on the building under the temporary beam assembly, while alternatively a plurality of units are contracted upward to construct the building. A group of telescopic columns forming a mounting space for the main installation column between the column, and a column mounting means for installing the main column between any of the contracted expansion columns and the building in the construction work space. It is characterized by having.
また本発明は、上記仮設の梁組が、上記施工作業空間を
覆う仮設覆を有することを特徴とする。Further, the present invention is characterized in that the temporary beam assembly has a temporary cover that covers the construction work space.
《作用》 本発明の作用について述べると、先ず仮設の梁組に備え
られた伸縮柱群を下方に向けて一斉に伸長させることに
より、仮設の梁組が建造物に対して上昇して当該建造物
との間に施工作業空間が形成されると共に、伸縮柱は当
該施工作業空間の仮設の柱として機能する。その後これ
ら伸縮柱の一本を択一的に収縮させ、仮設の梁組と建造
物との間に本設柱の装着スペースを形成させる。そして
この開いたスペースに、柱装着手段で本設柱を装着す
る。この作業を全ての伸縮柱について順次反復して施す
ことにより、仮設の梁組の下方には本設柱が設置された
施工作業空間が形成されることになる。この状態でその
後更に伸縮柱群を一斉に伸長させて更に上方へ建設作業
を進めてゆくことになる。特に、伸縮柱群の伸縮作業で
施工作業空間を確保しつつ順次上方へ作業を進行して行
くことができるので、制御の自動化を導入することが容
易であり、建設作業の自動化に好適である。また仮設の
梁組に設けた仮設の覆により施工作業空間を外部から遮
蔽することができ、天候に左右されることなくまた周辺
環境を阻害することなく建設作業を実施することができ
る。<Operation> The operation of the present invention will be described. First, by expanding the telescopic column groups provided in the temporary beam assembly all at once downward, the temporary beam assembly rises with respect to the building and the construction is performed. A construction work space is formed between the construction work space and the object, and the expandable column functions as a temporary column of the construction work space. After that, one of these telescopic columns is selectively contracted to form a mounting space for the permanent column between the temporary beam assembly and the building. Then, the main pillar is mounted in the open space by the pillar mounting means. By repeating this work sequentially for all the telescopic columns, a construction work space in which the main columns are installed is formed below the temporary beam assembly. In this state, the telescopic column group will be further extended all at once, and the construction work will proceed further upward. In particular, since the work can be sequentially advanced upward while securing the construction work space by the telescopic work of the telescopic column group, it is easy to introduce automation of control, and it is suitable for automation of construction work. . Further, the construction work space can be shielded from the outside by the temporary cover provided on the temporary beam assembly, and the construction work can be performed without being affected by the weather and without hindering the surrounding environment.
《実施例》 第1図は本発明装置の一例の原理をその模型により説明
する図である。<< Example >> FIG. 1 is a diagram for explaining the principle of an example of the device of the present invention by its model.
本実施例は基本的には、構築すべき建造物10の上方位置
に組まれる仮設の梁組3と、仮設の梁組3に、その下方
の建造物10に対して択一的に伸縮自在に複数設けられ
て、それら全てが下方へ伸長されて仮設の梁組3下の建
造物10上に施工作業空間14を形成する一方で、択一的に
上方へ収縮されて建造物10との間に本設柱6の装着スペ
ース15を形成する伸縮柱群1…と、施工作業空間14で、
収縮されたいずれかの伸縮柱1と建造物10との間に本設
柱6を設置する柱装置手段としての本設柱把持用ロボッ
ト9などを備えて構成される。In this embodiment, basically, the temporary beam assembly 3 assembled above the building 10 to be constructed and the temporary beam assembly 3 can be selectively expanded and contracted with respect to the building 10 below the temporary beam assembly 3. A plurality of them, all of which are extended downward to form a construction work space 14 on the building 10 under the temporary beam assembly 3 while being contracted upward and selectively The expansion and contraction column group 1 that forms a mounting space 15 for the main installation column 6 and the construction work space 14,
A main installation pillar gripping robot 9 as a pillar device means for installing the main installation pillar 6 between any of the contracted telescopic pillars 1 and the building 10 is configured.
同図において、複数本(ここでは4本)の伸縮柱、本実
施例では油圧シリンダ1は、建造物10の1階分の高さよ
り若干長いストロークのロッド2を有している。In the figure, a plurality of (four in this case) telescopic columns, in the present embodiment, a hydraulic cylinder 1 has a rod 2 having a stroke slightly longer than the height of the first floor of the building 10.
この油圧シリンダ1に替えて、第2図(A)に示すよう
にロッド2の側面に全長に亘ってコーム20を取付け、こ
のコーム20に噛合うラックギア21を、後述する梁組3に
固定したシース13の適宜個所に取付け、ラックギア21を
回転させることによりシース13をガイドとしてロッド2
の伸長(抜出)、短縮(収納)を行う昇降ロッド式に構
成してもよい。また、第2図(B)に示すように、ロッ
ド2の側面全周にスパイラル状のネジ溝22を設け、この
ネジ溝22に対応するネジ溝23をシース13の内側面に設
け、これらのネジ溝22,23に沿ってロッド2を回転させ
ることにより、ロッド2の伸長(抜出)、短縮(伸長)
が行えるネジジャッキ式に構成してもよい。Instead of the hydraulic cylinder 1, as shown in FIG. 2 (A), a comb 20 is attached to the side surface of the rod 2 over the entire length, and a rack gear 21 meshing with the comb 20 is fixed to a beam assembly 3 described later. The rod 2 is attached to the sheath 13 at an appropriate position and the rack gear 21 is rotated to use the sheath 13 as a guide.
It may be configured as an elevating rod type that extends (withdraws) and shortens (stores). Further, as shown in FIG. 2 (B), a spiral thread groove 22 is provided on the entire circumference of the side surface of the rod 2, and a thread groove 23 corresponding to this thread groove 22 is provided on the inner side surface of the sheath 13. By rotating the rod 2 along the thread grooves 22 and 23, the rod 2 is extended (removed) and shortened (extended).
It may be configured as a screw jack type capable of performing.
このような構成の4本の油圧シリンダ1は、建設しよう
とする建造物10の上面形状(ここでは矩形)と概略同形
に組まれた仮設の梁組3に、これを支持するように取付
ける。The four hydraulic cylinders 1 having such a structure are attached to a temporary beam assembly 3 assembled in a substantially same shape as the top shape (rectangular here) of the building 10 to be constructed so as to support it.
そして、ここでは梁組3の相対する梁3aと3b間に移動ク
レーン5が配置され、この移動クレーン5に作業用ロボ
ット4が着脱自在に配備されている。Then, here, the movable crane 5 is arranged between the beams 3a and 3b which face each other of the beam assembly 3, and the work robot 4 is detachably arranged on the movable crane 5.
以上のように構成された本発明装置は、先ず、第1図
(A)において、4本のロッド2を全て4本のシリンダ
1から、その全長分だけ一斉に伸長させる。これによ
り、梁組3と建造物10との間に、施工作業空間14が形成
されると共に、ロッド2は仮設の柱として機能する。次
いで、1本のロッド2をシリンダ1内へその全長分だけ
収納する。すると、梁組3は残り3本のロッド2で支持
されることとなる。実機レベルでは、4本よりはるかに
多数のシリンダ1が使用され、多数のロッド2による支
持があるため、少数本のロッド2の支持がなくなっても
支障はない。In the apparatus of the present invention configured as described above, first, in FIG. 1 (A), the four rods 2 are all extended simultaneously from the four cylinders 1 by the entire length thereof. Thereby, the construction work space 14 is formed between the beam assembly 3 and the building 10, and the rod 2 functions as a temporary column. Next, one rod 2 is stored in the cylinder 1 for the entire length thereof. Then, the beam assembly 3 is supported by the remaining three rods 2. At the actual machine level, a much larger number of cylinders 1 than 4 are used and there is support by a large number of rods 2, so there is no problem even if the support of a small number of rods 2 is lost.
このロッド2を収納したシリンダ1の直下の本設柱の装
着スペース15に、第1図(B)において、本設柱6を据
付ける。このときの据付作業は、第1図(A)に示す作
業用ロボット(ここでは、後述の熔接用ロボット)4を
本設柱把持用ロボット9に取替え、この本設柱把持用ロ
ボット9により行う。In FIG. 1 (B), the main installation pillar 6 is installed in the installation space 15 of the main installation pillar directly below the cylinder 1 accommodating the rod 2. At this time, the installation work is performed by replacing the work robot (here, a welding robot described later) 4 shown in FIG. .
この本設柱6は、第1図(C)に示すように、シリンダ
1のロッド2により油圧で押えられ、溶接等で建造物10
の上にしっかり固定される。As shown in FIG. 1 (C), the main pillar 6 is hydraulically pressed by the rod 2 of the cylinder 1 and is welded or the like to construct the building 10.
Fixed firmly on top of.
この後、他の1本のロッド2をシリンダ1内へ全長収納
し、代りに本設柱6を上記と同様の操作で据付,固定す
る。After that, the other one rod 2 is stored in the cylinder 1 for the entire length, and instead, the main installation column 6 is installed and fixed by the same operation as described above.
この操作を、本設柱把持用ロボット9を移動クレーン5
上で移動させて、4本のシリンダ1の全てについて行
い、4本のシリンダ1の全ての直下に本設柱6を据付,
固定したなら、第1図(D)に示すように、上記の本設
柱把持用ロボット9を本設梁取付用ロボット12に取替
え、この本設梁取付用ロボット12にて本設梁7の取付作
業を行う。This operation is performed by moving the main pole-holding robot 9 to the mobile crane 5
Move it up and do about all four cylinders 1, and install the main installation column 6 directly under all four cylinders 1,
Once fixed, as shown in FIG. 1 (D), the permanent-column-holding robot 9 is replaced with a permanent-beam mounting robot 12, and the permanent-beam mounting robot 12 is used to mount the permanent-beam 7. Perform mounting work.
すなわち、本設柱6には予め継手部8が設けられてお
り、2本の本設柱6の相対する継手部8間に本設梁7を
装入し、ボルト・ナット,溶接,その他の適宜手段で継
手部8と本設梁7を接合する。That is, the main installation column 6 is provided with a joint portion 8 in advance, and the main installation beam 7 is inserted between the opposing joint portions 8 of the two main installation columns 6, and bolts, nuts, welding, other The joint portion 8 and the main beam 7 are joined by an appropriate means.
この本設梁7の取付作業も、上記の移動クレーン5上で
本設梁取付用ロボット12を移動させつつ、4本の本設梁
7全てについて行う。The work of attaching the permanent beam 7 is also performed for all four permanent beams 7 while moving the permanent beam attaching robot 12 on the mobile crane 5.
第1図(E)は、この本設梁7の取付作業が終了した時
点の状況を示している。なお、本例では、本設梁7と継
手部8とは、ボルト・ナットと溶接とを併用して接合し
ており、先ず上記の本設梁取付用ロボット12で本設梁7
の装入とボルト・ナットによる機械的結合を4本の本設
梁7全てについて行い、次いで溶接用ロボット4に取替
え、溶接による冶金的結合を4本の本設梁7全てについ
て行っている。FIG. 1 (E) shows the situation at the time when the work of attaching the permanent beam 7 is completed. In this example, the main beam 7 and the joint portion 8 are joined together by using bolts and nuts and welding. First, the main beam 7 is mounted by the above-mentioned main beam attaching robot 12.
The charging and the mechanical connection by bolts and nuts are performed on all the four main beams 7, then the welding robot 4 is replaced, and the metallurgical connection by welding is performed on all the four main beams 7.
また、上記の本設梁7と床スラブとの溶接をも、この溶
接用ロボット4にて行う。The welding robot 4 also welds the main beam 7 and the floor slab.
この後、当該階の外壁11(第1図(F)参照)の取付、
図示は省略するが間仕切り作業、各種ブース(湯沸室,
浴室,洗面所等)の組立て据付け作業、天井部や床部の
施工作業、その他当該階に必要な作業を全て行う。After this, mounting the outer wall 11 (see FIG. 1 (F)) on the floor,
Partition work, various booths (boiler room,
Assemble and install bathrooms, washrooms, etc., work on ceilings and floors, and all other work required for the floor.
なお、本設梁と床スラブとの固定作業は、本設柱の全て
の据付け作業が終了した後に行ってもよいし、適宜本数
の据付作業終了毎に行ってもよい。The operation of fixing the main installation beam to the floor slab may be performed after all the installation work of the main installation columns is completed, or may be performed every time the installation work of the number of pieces is completed.
次に、第1図(F)に示すように、4本のシリンダ1の
全てから一斉にロッド2を伸長させ、次の階の施工に移
る。この施工は、上記した第1図(A)〜(E)の操作
を繰返すことにより行われる。Next, as shown in FIG. 1 (F), the rods 2 are simultaneously extended from all of the four cylinders 1, and the construction of the next floor is started. This construction is performed by repeating the operations shown in FIGS. 1 (A) to 1 (E).
このようにして、下層階から上層階へ1階分毎に順次構
築・施工して行く。In this way, the lower and upper floors are sequentially constructed and constructed for each floor.
以上の操作を所要階分だけ行い、最後に本発明装置を解
体して撤去し、最上階に必要な各種の作業を行い、建造
物の建設が完了する。The above operation is performed for the required floors, and finally, the device of the present invention is disassembled and removed, and various works required for the uppermost floor are performed, and the construction of the building is completed.
なお、本発明装置のシリンダ1,ロッド2,仮設の梁組3と
して本設置柱6,本設梁7と同材を用いれば、本発明装置
自身が最上階の梁組となり、本発明装置の解体・撤去等
の作業が簡略化できる。If the same material as the main installation pillar 6 and the main installation beam 7 is used as the cylinder 1, the rod 2, and the temporary beam assembly 3 of the device of the present invention, the device of the present invention itself becomes the top beam assembly, and Operations such as dismantling and removal can be simplified.
第3図は実機レベルでの本発明装置の例を示す概略説明
図であり、第1図〜第2図と同一符号は第1図〜第2図
と同一機能部を示す。FIG. 3 is a schematic explanatory view showing an example of the device of the present invention at an actual machine level, and the same reference numerals as those in FIGS. 1 and 2 denote the same functional parts as those in FIGS. 1 and 2.
第3図は、横断面形状がドーナツ状の建造物10を無人に
て建設する場合を示しており、内側の空間部をエレベー
タシャフト30として使用し、本設柱6,本設梁7,その他各
種建材の搬送のために、エレベータ31を昇降させる。FIG. 3 shows an unmanned construction of a building 10 having a donut-shaped cross section. The inner space is used as an elevator shaft 30, and main pillars 6, main beams 7, etc. The elevator 31 is moved up and down to convey various building materials.
本発明装置は、この建造物10の横断面形状と概略同形に
組立てられ、仮設梁組3上にコントロールルーム32が設
置される。The device of the present invention is assembled in a shape substantially the same as the cross-sectional shape of the building 10, and the control room 32 is installed on the temporary beam assembly 3.
特に、円筒形や半球形の建造物の建設においては、作業
用ロボットなどの制御は、制御の容易な円柱座標系や極
座標系によるものとなるため、高精度での制御が容易に
行うことができ、建設コストが低減できる。In particular, in the construction of a cylindrical or hemispherical building, the control of the work robot or the like is based on the cylindrical coordinate system or polar coordinate system, which is easy to control, so it is possible to easily perform control with high accuracy. This can reduce the construction cost.
このコントロールルーム32内で作業員がコンピュータ33
を操作することにより、本発明装置は、本発明装置に組
込まれた回路にて、全て自動的に第1図(A)〜(F)
のような作業を行うのである。In this control room 32, a worker 33
By operating the device of the present invention, all of the circuits incorporated in the device of the present invention are automatically operated by the circuits shown in FIGS. 1 (A) to 1 (F).
It works like this.
すなわち、上記のエレベータ31で台車34ごと地上から搬
送された本設柱6は、移動クレーン5上を移動する本設
柱把持用ロボット9[第1図(B)参照]により、ロッ
ド2がシリンダ1に収納された個所に据付けられ、溶接
用ロボット4により床スラブ35面付近において、下の階
の本設柱の上端に溶接固定される。In other words, the main pillar 6 carried by the elevator 31 together with the carriage 34 from the ground is moved by the main pillar gripping robot 9 [see FIG. It is installed in the part housed in No. 1 and is welded and fixed by the welding robot 4 to the upper end of the main pillar on the lower floor near the surface of the floor slab 35.
また、本設梁7も、エレベータ31で台車26ごと地上から
搬送され、移動クレーン5上を移動する本設梁取付用ロ
ボット12で本設柱6の継手部8に装入され、固定され
る。The main beam 7 is also transported from the ground together with the carriage 26 by the elevator 31, and is loaded and fixed to the joint portion 8 of the main column 6 by the main beam mounting robot 12 moving on the mobile crane 5. .
なお、エレベータ31は床部が360°回転可能に構成され
ており、上記の台車34,36は、エレベータ31内で所望角
度回転されることにより、本設柱6,本設梁7の所望取付
位置方向に自在に走行することができる。The floor of the elevator 31 is configured to be rotatable by 360 °, and the trolleys 34, 36 are rotated by a desired angle in the elevator 31 to allow the desired installation of the main pillar 6 and the main beam 7. It is possible to travel freely in the position direction.
上記のようにして本設柱6と本設梁7の固定作業が終了
したなら、当該階の外壁パネル11のワンタッチファスナ
37による取付作業その他当該階における必要な作業を、
移動クレーン5上を移動する作業用ロボットにて行う。When the fixing work of the main installation pillar 6 and the main installation beam 7 is completed as described above, the one-touch fastener of the outer wall panel 11 on the floor concerned.
Installation work by 37 and other necessary work on the floor,
This is performed by a work robot that moves on the mobile crane 5.
そして、再び全てのシリンダ1から一斉にロッド2を伸
長させ、上述と同じ操作を繰返して次階の建設,施工を
行う。Then, the rods 2 are simultaneously extended from all the cylinders 1 again, and the same operation as described above is repeated to construct and construct the next floor.
このようにして所要階分の建設,施工が完了した後、本
発明装置、コントロールルーム32を撤去して屋根部の施
工を行う。After the construction and construction of the required floors are completed in this way, the device of the present invention and the control room 32 are removed and construction of the roof portion is carried out.
以上の実機レベルでの本発明装置は、建設階における各
種の騒音が周囲に漏れないよう、またコントロールルー
ム32のコンピュータ33から作業用ロボット、その他の機
器への電気的命令が周囲の電波や電磁波により影響を受
けないよう、更にコントロールルーム32や建設階へ風雨
が入り込まないよう、防音,電波及び電磁波遮蔽,風雨
遮断用の仮設覆16、ここでは仮設屋根38と仮設囲い39が
仮設梁組3に取付けられる。The device of the present invention at the above-mentioned actual level is such that various noises on the construction floor do not leak to the surroundings, and electric commands from the computer 33 in the control room 32 to the work robot and other equipment cause ambient radio waves and electromagnetic waves. In order to prevent wind and rain from entering the control room 32 and the construction floor, a temporary cover 16 for soundproofing, electromagnetic wave and electromagnetic wave shielding, and wind and rain blocking, here a temporary roof 38 and a temporary enclosure 39 are used for temporary beam assembly 3 Mounted on.
このように、防音機能や、電波及び電磁波遮蔽機能を持
たせれば、建設環境を良好に維持できると共に、コンピ
ュータやロボットの暴走を防止するとができる。As described above, if the soundproof function and the radio wave and electromagnetic wave shielding function are provided, the construction environment can be favorably maintained and the runaway of the computer or the robot can be prevented.
なお、本発明装置において、前述したようにシリンダ1,
ロッド2,仮設の梁組3を本設柱6,本設梁7と同材で構成
すれば、これらをそのまま建造物10の一部として使用で
きる。また、上記の仮設屋根38も建造物10の屋根材で構
成すれば、これもそのまま建造物10の屋根部として使用
できる。In the device of the present invention, as described above, the cylinder 1,
If the rod 2 and the temporary beam assembly 3 are made of the same material as the main pillar 6 and the main beam 7, these can be used as they are as a part of the building 10. Further, if the above-mentioned temporary roof 38 is also made of the roof material of the building 10, this can also be used as it is as the roof portion of the building 10.
更に、本発明装置において、シリンダ1とロッド2を建
造物10の2階分あるいはそれ以上の高さに相当する長さ
とし、2階分あるいはそれ以上の長さの本設柱6を施工
できるようにすることもできる。Further, in the device of the present invention, the cylinder 1 and the rod 2 have a length corresponding to the height of the second floor of the building 10 or higher, so that the main pillar 6 having the length of the second floor or higher can be constructed. You can also
《発明の効果》 以上詳述した本発明装置によれば、次のような効果を奏
することができる。<< Effects of the Invention >> According to the device of the present invention described in detail above, the following effects can be obtained.
(1)伸縮柱の伸縮作業で施工作業空間を確保しつつ順
次上方へ作業を進行して行くので、制御の自動化を導入
することが容易であり、建設作業の自動化に好適であ
る。(1) Since the work is sequentially advanced while securing the construction work space by the work of expanding and contracting the expandable column, it is easy to introduce automation of control, which is suitable for automation of construction work.
(2)仮設の覆いで覆うことができ、これにより、雨,
風等の天候に左右されず建設が行える。(2) It can be covered with a temporary cover, which prevents rain,
Construction is possible regardless of the weather such as wind.
(3)上記制御の自動化、建設作業の自動化に基づく省
人化と覆いによる天候の影響がなくなる結果、24時間操
業が可能となり、工期が飛躍的に短縮する。(3) As a result of automation of the above control, labor saving based on automation of construction work, and elimination of the influence of weather due to covering, 24-hour operation is possible and the construction period is dramatically shortened.
(4)本発明装置の伸縮柱が支持するものは仮設の梁
組、取り付けられている場合には仮設覆であるため、先
提案の地上1階に設置したプラントで建築途上の建造物
の大重量を支持するものに比し、建造物の高さ制限がな
く、また装置コストが低廉である。(4) Since the expandable column of the device of the present invention supports a temporary beam assembly and, if attached, a temporary cover, it is a large-scale construction of a building under construction in the previously proposed plant installed on the ground floor. There is no height limitation of the building and the cost of the device is lower than that of supporting the weight.
第1図(A)〜(F)は本発明装置の一例の原理を模型
により説明するための図、第2図(A),(B)は本発
明装置のシリンダとロッドの構成例を示す図、第3図は
実機レベルでの本発明装置の一例を示す概略説明図、第
4図は従来の建設方法を示す図である。 1……伸縮柱(油圧シリンダ) 3……仮設の梁組 10……建造物 14……施工作業空間 15……本設柱の装着スペース 16……仮設覆FIGS. 1 (A) to 1 (F) are views for explaining the principle of an example of the device of the present invention by a model, and FIGS. 2 (A) and 2 (B) show a configuration example of a cylinder and a rod of the device of the present invention. FIG. 3 and FIG. 3 are schematic explanatory views showing an example of the device of the present invention on an actual machine level, and FIG. 4 is a view showing a conventional construction method. 1 …… Expansion column (hydraulic cylinder) 3 …… Temporary beam assembly 10 …… Building 14 …… Construction work space 15 …… Main column mounting space 16 …… Temporary cover
Claims (2)
設の梁組と、該仮設の梁組に、その下方の上記建造物に
対して択一的に伸縮自在に複数設けられて、それら全て
が下方へ伸長されて該仮設の梁組下の該建造物上に施工
作業空間を形成する一方で、択一的に上方へ収縮されて
該建造物との間に本設柱の装着スペースを形成する伸縮
柱群と、上記施工作業空間で、収縮されたいずれかの上
記伸縮柱と上記建造物との間に本設柱を設置する柱装着
手段とを備えたことを特徴とする建設装置。1. A temporary beam assembly assembled at an upper position of a building to be constructed, and a plurality of temporary beam assemblies selectively expandable and contractible with respect to the building below the temporary beam assembly, All of them are extended downward to form a construction work space on the building under the temporary beam assembly, while alternatively they are contracted upward to mount the main installation column between the building and the building. It is provided with a group of telescopic columns forming a space, and a column mounting means for installing a permanent column between any of the contracted telescopic columns and the building in the construction work space. Construction equipment.
う仮設覆を有することを特徴とする請求項1記載の建設
装置。2. The construction apparatus according to claim 1, wherein the temporary beam assembly has a temporary cover that covers the construction work space.
Priority Applications (9)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63222048A JPH0759830B2 (en) | 1988-09-05 | 1988-09-05 | Construction equipment |
EP92200399A EP0487516B1 (en) | 1988-09-05 | 1989-09-05 | Construction apparatus and construction method |
US07/402,811 US5022199A (en) | 1988-09-05 | 1989-09-05 | Construction apparatus and construction method |
DE68912037T DE68912037T2 (en) | 1988-09-05 | 1989-09-05 | Construction equipment and process. |
AU41088/89A AU626320B2 (en) | 1988-09-05 | 1989-09-05 | Construction apparatus and construction method |
EP89308941A EP0358433B1 (en) | 1988-09-05 | 1989-09-05 | Construction apparatus and construction method |
DE68920754T DE68920754T2 (en) | 1988-09-05 | 1989-09-05 | Construction equipment and process. |
CA000610263A CA1329633C (en) | 1988-09-05 | 1989-09-05 | Construction apparatus and construction method |
US07/668,854 US5088263A (en) | 1988-09-05 | 1991-03-15 | Construction apparatus and construction method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP63222048A JPH0759830B2 (en) | 1988-09-05 | 1988-09-05 | Construction equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0270844A JPH0270844A (en) | 1990-03-09 |
JPH0759830B2 true JPH0759830B2 (en) | 1995-06-28 |
Family
ID=16776281
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP63222048A Expired - Fee Related JPH0759830B2 (en) | 1988-09-05 | 1988-09-05 | Construction equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0759830B2 (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04357226A (en) * | 1991-02-01 | 1992-12-10 | Kajima Corp | All-weather construction method |
-
1988
- 1988-09-05 JP JP63222048A patent/JPH0759830B2/en not_active Expired - Fee Related
Also Published As
Publication number | Publication date |
---|---|
JPH0270844A (en) | 1990-03-09 |
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