WO2006025679A1 - Construction apparatus and installation method using it - Google Patents

Construction apparatus and installation method using it Download PDF

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Publication number
WO2006025679A1
WO2006025679A1 PCT/KR2005/002857 KR2005002857W WO2006025679A1 WO 2006025679 A1 WO2006025679 A1 WO 2006025679A1 KR 2005002857 W KR2005002857 W KR 2005002857W WO 2006025679 A1 WO2006025679 A1 WO 2006025679A1
Authority
WO
WIPO (PCT)
Prior art keywords
steel frame
building
frame structure
moving unit
unit
Prior art date
Application number
PCT/KR2005/002857
Other languages
French (fr)
Inventor
Jiwoog Kim
Original Assignee
Jiwoog Kim
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Priority claimed from KR1020050004034A external-priority patent/KR20060083459A/en
Priority claimed from KR1020050024791A external-priority patent/KR20060044727A/en
Priority claimed from KR1020050043951A external-priority patent/KR20050058314A/en
Priority claimed from KR1020050055452A external-priority patent/KR20060136019A/en
Application filed by Jiwoog Kim filed Critical Jiwoog Kim
Publication of WO2006025679A1 publication Critical patent/WO2006025679A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C23/00Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
    • B66C23/18Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes
    • B66C23/26Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail
    • B66C23/28Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes specially adapted for use in particular purposes for use on building sites; constructed, e.g. with separable parts, to facilitate rapid assembly or dismantling, for operation at successively higher levels, for transport by road or rail constructed to operate at successively higher levels
    • B66C23/32Self-hoisting cranes
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • E04G21/167Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements

Definitions

  • FIGS. 10 to 18 are perspective views a procedure of constructing a concrete building using a construction apparatus of FlG. 1.
  • the present invention includes a steel frame structure 100 opened at its low side to allow passage of a building; a horizontal moving unit 200 installed at a top of the steel frame structure 100, and transporting materials in a horizontal direction of the steel frame structure 100; and a vertical moving unit 300 installed at a side of the steel frame structure 100, and having a fixing unit fixed to the building, and elevating, de- elevating, and fixing the steel frame structure 100 with respect to a concrete structure.
  • the steel frame structure 100 installs the rail at its top, and the pair of wheels 220a moving on the rail 210 is connected by a connection rod 230a.
  • connection rod 230a can include a plurality of winches 240.
  • the winch 240 is movable on the connection rod 230a by activation of the motor, and can employ an applied structure of the winch such as a crane according to need.
  • the horizontal moving unit 200 can have a corresponding structure making it possible to perform up/down movement on the steel frame structure 100 or the building by operations of the rail installed at the steel frame structure 100 or the building, the wheel moving on the rail, and the motor according to need.
  • a pair of the bolts 333a can be connected to the insertion through-hole 332a of the bracket 331a, and can be fixed to be in contact with upper and lower surfaces of the ceiling surface 510, respectively, thereby fixing the bracket 331a to the concrete structure 500 (FlG. 6).
  • an execution unit (adjustment unit, a controlling unit, a terminal unit) can be provided for wire/wireless controlling operations of the horizontal moving unit 200 and the vertical moving unit 300.
  • the adjustment unit (being similar with a conventional adjustment chamber of a tower crane) can control the horizontal moving unit 200 and the vertical moving unit 300.
  • the adjustment unit can have a space for worker's riding and a structure necessary for the control, and can have a corresponding structure of allowing an omni ⁇ directional movement and a 360? rotation on the steel frame structure.
  • the controlling unit (400 of FlG. 7) can control the horizontal moving unit 200 and the vertical moving unit 300, and can be of a type being installed at the internal or external of the other structure.
  • the terminal unit can manually or automatically control the horizontal moving unit
  • the terminal unit includes a management system; an outputting device such as a liquid crystal display and a monitor for converting data (Hereinafter, referred to as "coordinate data") sensed in a sensor and an image device, into image data; a coordinate processor for analyzing and processing coordinate data, analyzing and processing coordinate values on X, Y, and Z-axes of the corresponding structure and material, and outputting the processed data to a control program; the control program for controlling a structure and an operation of the present invention with reference to the data and control data received from the coordinate processor; an output unit for wire/wireless outputting a control content to the corresponding unit; a control program management unit programmed for the purpose of editing, modifying, and deleting the control program and the control data; an input unit such as a mouse, a keyboard, and a joystick; a storage unit such as a hard disc drive (HDD) and a compact disc-read only memory (CD-ROM); and a database.
  • a management system such as a liquid crystal display and a monitor
  • the terminal unit can be installed at the steel frame structure 100, the horizontal moving unit 200, the vertical moving unit 300, and the corresponding material, and can be interlocked with the image device such as the sensor and a camera for sensing and photographing a position and a status of the structure.
  • the sensor and the image device output the coordinate value of the installed corresponding structure to the real ⁇ time coordinate processor.
  • a mold corresponding to an outside surface of the sidewall 530 is defined as an outside panel 630
  • a mold corresponding to an inside surface of the sidewall 530 is defined as an inside panel 610
  • a mold corresponding to the ceiling surface 510 is defined as a top panel 650.
  • the panel can be formed of various materials such as wood and steel.
  • a combined joint 620 can be rotated centering on a hinge shaft to fold the panel (FIGS. 8 A and 8B), and a hook unit is provided to connect a hook 243 and the wire 241 of the horizontal moving unit 200.
  • the top panel support 670 can be fixed to the sidewall 530 using various methods.
  • the fixing unit 330 is fixed to the corresponding structure.
  • Step 2 Moving and installing the material such as the steel 540 and the inside and outside panels in the space A, using the horizontal moving unit 200 (FlG. 12).
  • Step 7 If the concrete is set, separating and moving the inside and outside panels of the space B, installing the corresponding material and the inside and outside panels in the space A being positioned to be upper than one story in the same or similar procedure and method as those of the Step 2 using the horizontal moving unit 200, and installing the top panel support 670, the top panel 650, and the steel 540 in the space B according to the same or similar procedure and method with those of the Step 5.
  • Step 9 If the concrete is set, towing the steel frame structure 100 up to the upper story.
  • Step 12 Repeating the Step 11 and its subsequent steps.
  • Step 1 Preparing the steel frame structure 100 (FlG. 10) and fixing the structure
  • Step 2 Installing the outside panel having a height corresponding to two stories, the steel 540, and the inside panel 610 having a height corresponding to a one story in the spaces A and B (FlG. 14).
  • Step 6 Pouring concrete to the inside and outside panels installed in the Step 4, and the top panel 650 installed in the Step 5 (FlG. 18). At this time, the concrete can be separately poured to the panel corresponding to the ceiling surface or the sidewall.
  • the necessary corresponding material can use the tower crane and the cargo elevator, and the corresponding material can be processed in a required type on the ground, and supplied.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Transportation (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The present invention relates to a construction apparatus and method of providing expectation for an economic effect such as reduction of manpower, cost, and time in construction and in particular, being capable of being effectively used for construction of a concrete structure having a left and right symmetry.

Description

Description
CONSTRUCTION APPARATUS AND INSTALLATION
METHOD USING IT
Technical Field
[I] A conventional construction requires much manpower, cost, and time. Background Art
[2] A conventional construction requires much manpower, cost, and time.
Disclosure of Invention
Technical Problem [3] The present invention is to solve the above drawback.
Advantageous Effects [4] In a construction work of a building, an economic effect such as reduction of manpower, cost, and time, and creation of supply and demand can be expected.
Brief Description of the Drawings [5] FlG. 1 is a perspective view illustrating a construction apparatus according to a preferred embodiment of the present invention; [6] FlG. 2 is a perspective view illustrating a construction apparatus according to another embodiment of the present invention; [7] FlG. 3 is a plan view, a perspective view, a front view, and a side view taken in each direction of a construction apparatus of FlG. 1 ;
[8] FlG. 4 is an exploded and perspective view illustrating a part "A" of FlG. 1 ;
[9] FlG. 5 is an exploded and perspective view illustrating a fixing unit of FlG. 1 ;
[10] FlG. 6 is a sectional view illustrating a fixing unit of FlG. 5 according to another embodiment of the present invention;
[II] FlG. 7 is a perspective view illustrating an execution part of a construction apparatus of FlG. 1 according to an embodiment of the present invention;
[12] FIGS. 8 A and 8B are a plan view and a perspective view illustrating a mold used for a construction work of FlG. 1 according to an embodiment of the present invention;
[13] FIGS. 9 A, 9B, and 9C are a perspective view and a side view illustrating an upper panel support installed at a sidewall of a concrete building constructed using a con¬ struction apparatus of FlG. 1 ; and
[14] FIGS. 10 to 18 are perspective views a procedure of constructing a concrete building using a construction apparatus of FlG. 1.
[15] 100: steel frame structure (100), 200: horizontal moving unit, 210: rail, 220: wheel,
240: winch, 300: vertical moving unit, 310: fixing unit, 331: bracket, 333: connection member, 336: catching ring, 510: ceiling surface, 530: sidewall, 610: inside panel, 630: outside panel, 650: top panel, and 500: building Best Mode for Carrying Out the Invention
[16] The present invention includes a steel frame structure 100 opened at its low side to allow passage of a building; a horizontal moving unit 200 installed at a top of the steel frame structure 100, and transporting materials in a horizontal direction of the steel frame structure 100; and a vertical moving unit 300 installed at a side of the steel frame structure 100, and having a fixing unit fixed to the building, and elevating, de- elevating, and fixing the steel frame structure 100 with respect to a concrete structure.
[17] The horizontal moving unit 200 can include a rail installed at the top of the steel frame structure 100 (it can correspond to a top of the building); a pair of wheels moving on the rail; and a winch connected with the pair of wheels and moving along with the pair of the moving wheels.
[18] The vertical moving unit 300 is preferably a winch 310, and a fixing unit 330 is provided at an end of a wire 311 wound on the winch 310. The fixing unit is a structure installed at a position according to need, and allowing the vertical moving unit to be fixed to the building. The fixing unit can include a bracket 331 attached to the building, and having an insertion through-hole; a connection member 333 connected with the insertion through-hole, and allowing the bracket to be fixed to the building; catching rings 336 and 336a provided at the bracket, and fixing the wire of the winch. In addition, the vertical moving unit 300 is fixed to the steel frame structure 100, and can include a rail installed at the building; a wheel moving on the rail; and a motor activating the wheel.
[19] A structure of the present invention can be changed in position, size, shape, number, structure, and material, and can be of course applied with some parts omitted.
[20] The steel frame structure 100 can be assembled by welding of a plurality of steels
110 or can be assembled using a connector such as a bolt 111 and a nut 112 (FlG. 4), and is opened at its lower side to allow passage of the building. In this case, the steel frame structure 100 can have a size corresponding to a size of the building.
[21] The steel frame structure 100 can be combined with a structure such as a bracket, a scaffolding system, a clamp, a steel frame (safety) worktable, a safety temporary equipment, and a safety network, for the purpose of securing work space and stably fixing the building.
[22] The horizontal moving unit 200 is installed at the top of the steel frame structure
100, and transports the materials in the horizontal direction of the steel frame structure 100.
[23] The steel frame structure 100 installs the rail at its top, and the pair of wheels 220a moving on the rail 210 is connected by a connection rod 230a.
[24] The connection rod 230a can include a plurality of winches 240. The winch 240 is movable on the connection rod 230a by activation of the motor, and can employ an applied structure of the winch such as a crane according to need. In this case, the horizontal moving unit 200 can have a corresponding structure making it possible to perform up/down movement on the steel frame structure 100 or the building by operations of the rail installed at the steel frame structure 100 or the building, the wheel moving on the rail, and the motor according to need.
[25] The connection rods 230a and 230c having the winches 240 can be constructed to have the number according to need, and the winch 240 and the connection rods 230a and 230c can be all or some interlocked with one another or operated separately.
[26] The wire 41 is wound on the winch 240, and a hook 243 and a structure such as a nipper are provided at an end of the wire 241 to easily fix the corresponding material to be transported.
[27] The vertical moving unit 300 can be constructed in plural, and can be all or some interlocked with one another or operated separately.
[28] The bracket 331 can be fabricated to have various shapes such as "D", "D", and
"D"-shapes, and can be attached to a ceiling surface, a bottom surface, and a sidewall of the building 500, and can have the insertion through-hole 332 (FlG. 5). The connection member 333 such as the bolt 334 and the nut is coupled to the insertion through-hole 332. In this case, the bolt 334 can pass through the ceiling surface 510 or the bottom surface of the concrete structure 500, and the nut 355 can be connected and fixed to one end of the bolt 334, thereby fixing the bracket 331a to the concrete structure 500. A pair of the bolts 333a can be connected to the insertion through-hole 332a of the bracket 331a, and can be fixed to be in contact with upper and lower surfaces of the ceiling surface 510, respectively, thereby fixing the bracket 331a to the concrete structure 500 (FlG. 6).
[29] For operation of the present invention, an execution unit (adjustment unit, a controlling unit, a terminal unit) can be provided for wire/wireless controlling operations of the horizontal moving unit 200 and the vertical moving unit 300.
[30] The adjustment unit (being similar with a conventional adjustment chamber of a tower crane) can control the horizontal moving unit 200 and the vertical moving unit 300. The adjustment unit can have a space for worker's riding and a structure necessary for the control, and can have a corresponding structure of allowing an omni¬ directional movement and a 360? rotation on the steel frame structure.
[31] The controlling unit (400 of FlG. 7) can control the horizontal moving unit 200 and the vertical moving unit 300, and can be of a type being installed at the internal or external of the other structure. [32] The terminal unit can manually or automatically control the horizontal moving unit
200 and the vertical moving unit 300, and can employ a notebook computer, a portable digital assistants (PDA), and a cellular phone. The terminal unit can be installed at the internal or the external of the other structure of the present invention.
[33] The terminal unit includes a management system; an outputting device such as a liquid crystal display and a monitor for converting data (Hereinafter, referred to as "coordinate data") sensed in a sensor and an image device, into image data; a coordinate processor for analyzing and processing coordinate data, analyzing and processing coordinate values on X, Y, and Z-axes of the corresponding structure and material, and outputting the processed data to a control program; the control program for controlling a structure and an operation of the present invention with reference to the data and control data received from the coordinate processor; an output unit for wire/wireless outputting a control content to the corresponding unit; a control program management unit programmed for the purpose of editing, modifying, and deleting the control program and the control data; an input unit such as a mouse, a keyboard, and a joystick; a storage unit such as a hard disc drive (HDD) and a compact disc-read only memory (CD-ROM); and a database. The terminal unit can be installed at the steel frame structure 100, the horizontal moving unit 200, the vertical moving unit 300, and the corresponding material, and can be interlocked with the image device such as the sensor and a camera for sensing and photographing a position and a status of the structure. In the case of being controlled by the terminal unit, the sensor and the image device output the coordinate value of the installed corresponding structure to the real¬ time coordinate processor.
[34] The outputting device makes it possible for the horizontal moving unit 200 and the vertical moving unit 300 to perform a precision work. For one example, in case where the corresponding material is moved using the horizontal moving unit 200, image data on a current position and a position at which the corresponding material is to be installed can be outputted, and contents necessary for the work can be confirmed, compared, and analyzed.
[35] The control data has the control content of the horizontal moving unit 200 and the vertical moving unit 300, and data on the to-be-installed position of the corresponding material and a construction work procedure and method such as a movement method.
[36] The control program, the control data, and the control program management unit can be inputted through the storage unit such as the CD-ROM and Internet.
[37] The inventive structure can be manually controlled through the terminal unit, and can be automatically controlled by the control program. In this case, the structure has a receiver for wire/wireless receiving a corresponding command, and a corresponding device. [38] In the case of being controlled automatically, the structure according to an embodiment of the present invention is as follows. In the operation of the horizontal moving unit, the coordinate processor analyzes, processes and outputs real-time coordinate data to the control program. The control program moves the horizontal moving unit and the corresponding material to corresponding positions with reference to the received data and control data. A worker welds and fixes the moved cor¬ responding material to a corresponding position using the connection member.
[39] In an embodiment of the present invention, in the building such as an apartment house, a mold corresponding to an outside surface of the sidewall 530 is defined as an outside panel 630, a mold corresponding to an inside surface of the sidewall 530 is defined as an inside panel 610, and a mold corresponding to the ceiling surface 510 is defined as a top panel 650. The panel can be formed of various materials such as wood and steel. In case where a plurality of panels constitute one panel, a combined joint 620 can be rotated centering on a hinge shaft to fold the panel (FIGS. 8 A and 8B), and a hook unit is provided to connect a hook 243 and the wire 241 of the horizontal moving unit 200.
[40] The constructed sidewall 530 includes a top panel support 670 (In FIGS. 9A, 9B, and 9C, it includes a bracket 671 fixed to the sidewall using a bolt 672 and a nut 673, and a support member 675 seated on the bracket and supporting a bottom surface of the panel) for supporting the top panel 650.
[41] The top panel support 670 can be fixed to the sidewall 530 using various methods.
In this case, in the case of needing a through-hole passing through the sidewall 530, the corresponding panel can have a corresponding structure allowing the through-hole.
[42] The pair of brackets 671 is installed correspondingly to both sidewalls, and both ends of the support member 675 are seated in the brackets 671, respectively. The brackets 671 can be fabricated to have various shapes such as "D", "D", and "D"-shapes according to the embodiments of the present invention.
[43] The support member 675 can be of wood and steel, and can be supported at its lower surface by a structure such as a support.
[44] An embodiment of the present invention is as follows. In general, a high building such as the apartment house tends to have a left and right symmetry (Hereinafter, a left side space is indicated as "space A", and a right side space is indicated as "space B"). In this case, the spaces A and B can be constructed at the same time or separately.
[45] An embodiment where the space A and B are constructed separately is as follows.
[46] Step 1: Preparing the steel frame structure 100 (FlG. 10) and fixing the structure
100 to the ground. In case where there is a structure such as a base construction, the fixing unit 330 is fixed to the corresponding structure.
[47] Step 2: Moving and installing the material such as the steel 540 and the inside and outside panels in the space A, using the horizontal moving unit 200 (FlG. 12).
[48] Step 3: Pouring concrete to the installed panel.
[49] Step 4: If the concrete is set, separating and moving the inside and outside panels to the space B using the horizontal moving unit 200, and installing the material such as the steel 540 and the inside and outside panels in the same or similar procedure and method as those of the Step 2 (FlG. 13). In case where there are unnecessary panels, the panel is folded (FlG. 8) and kept at a proper position, and in case where there is a necessary panel, the panel can be supplied and used.
[50] Step 5: Installing the top panel support 670 at the sidewall 530a of the space A, and disposing the top panel 650 and the steel 540 on an upper surface of the support 670 (FIG. 14).
[51] Step 6: Pouring concrete to the top panel 650 of the space A and the inside and outside panels of the space B (FlG. 15).
[52] Step 7: If the concrete is set, separating and moving the inside and outside panels of the space B, installing the corresponding material and the inside and outside panels in the space A being positioned to be upper than one story in the same or similar procedure and method as those of the Step 2 using the horizontal moving unit 200, and installing the top panel support 670, the top panel 650, and the steel 540 in the space B according to the same or similar procedure and method with those of the Step 5.
[53] Step 8: Pouring concrete to the inside and outside panels of the space A, and the top panel 650 of the space B installed in the Step 7.
[54] Step 9: If the concrete is set, towing the steel frame structure 100 up to the upper story.
[55] Step 10: Repeating the Step 4 and its subsequent Steps.
[56] Step 11 : If the construction work is completed, moving the steel frame structure 100 down to the lower story, and performing an outer wall work such as beauty treatment and painting. At this time, some structures such as the horizontal moving unit 200 can be separated and removed using the tower crane and a cargo elevator.
[57] Step 12: Repeating the Step 11 and its subsequent steps.
[58] Step 13: Moving the steel frame structure 100 to the lowermost story, and if the outer wall work is completed, removing the steel frame structure 100.
[59] In the operation of the vertical moving unit 300, the fixing unit 330 can be changed in position according to need.
[60] An embodiment where the spaces A and B are constructed at the same time is as follows.
[61] Step 1: Preparing the steel frame structure 100 (FlG. 10) and fixing the structure
100 to the ground. In case where there is a structure such as a base construction, the fixing unit 330 is fixed to the corresponding structure. [62] Step 2: Installing the outside panel having a height corresponding to two stories, the steel 540, and the inside panel 610 having a height corresponding to a one story in the spaces A and B (FlG. 14).
[63] Step 3: Pouring concrete to the installed inside and outside panels 630.
[64] Step 4: If the concrete is set, separating the inside panel 610, towing the inside panel 610 using the horizontal moving unit 200 correspondingly to a height of a one story, and fixing the inside panel 610 to the outside panel 630.
[65] Step 5: Disposing the top panel support 670, the top panel 650, and the steel 540 at the sidewall 530 created in the Step 3 (FlG. 17).
[66] Step 6: Pouring concrete to the inside and outside panels installed in the Step 4, and the top panel 650 installed in the Step 5 (FlG. 18). At this time, the concrete can be separately poured to the panel corresponding to the ceiling surface or the sidewall.
[67] Step 7: If the concrete is set, towing the steel frame structure 100 to an upper story.
[68] Step 8: Installing the corresponding material and the inside and outside panels in the same or similar procedure and method as those of the Step 2, disposing the top panel support 670, the top panel 650, and the steel 540 according to the same or similar procedure and method with those of the Step 5 correspondingly to the sidewall created in the Step 6, and pouring concrete.
[69] Step 9: If the concrete is set, towing the steel frame structure 100 up to the upper story.
[70] Step 10: Repeating the Step 2 and its subsequent Steps.
[71] Step 11 : If the construction work is completed, moving the steel frame structure 100 down to the lower story, and performing an outer wall work such as beauty treatment and painting. At this time, some structures such as the horizontal moving unit 200 can be separated and removed using the tower crane and a cargo elevator.
[72] Step 12: Repeating the Step 11 and its subsequent steps.
[73] Step 13: Moving the steel frame structure 100 to the lowermost story, and if the outer wall work is completed, removing the steel frame structure 100.
[74] In the operation of the vertical moving unit 300, the fixing unit 330 can be changed in position according to need.
[75] In an embodiment of the present invention, the necessary corresponding material can use the tower crane and the cargo elevator, and the corresponding material can be processed in a required type on the ground, and supplied.
[76] In an embodiment of the present invention, it is desirable to separately construct the ceiling surface and the sidewall. In this case, the construction work procedure and method can be variously applied and executed by those skilled in the art, and even in a construction work of a jointed structure, the present invention covers the modifications and variations of this invention that come within the scope of the appended claims and their equivalents. Industrial Applicability
[77] In a construction work of a building, an economic effect such as reduction of manpower, cost, and time, and creation of supply and demand can be expected.

Claims

Claims
[1] A construction apparatus for constructing a building, the apparatus comprising: a steel frame structure opened at its low side to allow passage of the building; a horizontal moving unit installed at a top of the steel frame structure, and transporting a material and a panel in a horizontal direction of the steel frame structure; and a vertical moving unit installed at a side of the steel frame structure, and having a fixing unit fixed to the building, and elevating, de-elevating, and fixing the steel frame structure with respect to the building. [2] The apparatus according to claim 1, wherein the horizontal moving unit comprises: a rail installed at the top of the steel frame structure; a pair of wheels moving on the rail; and a winch connected with the pair of wheels and moving along with the pair of the moving wheels. [3] The apparatus according to claim 1 or 2, wherein the vertical moving unit is a winch. [4] The apparatus according to claim 3, wherein the fixing unit comprises: a bracket attached to the building, and having an insertion through-hole; a connection member 333 connected with the insertion through-hole, and allowing the bracket to be fixed to the building; and a catching ring provided at the bracket, and fixing the wire of the winch. [5] A method for constructing a building, wherein a ceiling surface and a sidewall is separately constructed using a con¬ struction apparatus claimed in any one of claims 1 to 4.
PCT/KR2005/002857 2004-08-28 2005-08-29 Construction apparatus and installation method using it WO2006025679A1 (en)

Applications Claiming Priority (10)

Application Number Priority Date Filing Date Title
KR10-2004-0068298 2004-08-28
KR20040068298 2004-08-28
KR10-2005-0004034 2005-01-17
KR1020050004034A KR20060083459A (en) 2005-01-17 2005-01-17 Building, construction, equipment, method
KR10-2005-0024791 2005-03-25
KR1020050024791A KR20060044727A (en) 2004-08-28 2005-03-25 Construction apparatus and installation method using it
KR1020050043951A KR20050058314A (en) 2005-05-25 2005-05-25 Construction apparatus and installation method using it
KR10-2005-0043951 2005-05-25
KR10-2005-0055452 2005-06-27
KR1020050055452A KR20060136019A (en) 2005-06-27 Construction apparatus and installation method using it

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WO2006025679A1 true WO2006025679A1 (en) 2006-03-09

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PCT/KR2005/002857 WO2006025679A1 (en) 2004-08-28 2005-08-29 Construction apparatus and installation method using it

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107780663A (en) * 2017-09-29 2018-03-09 浙江精工钢结构集团有限公司 A kind of network camber line displacement accumulation slippage construction method

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