Showing papers on "Curtain wall published in 2007"

Curtain wall anchor system

Abstract: A curtain wall anchor system is provided. The curtain wall anchor system has an anchor assembly comprising an anchor for attaching a curtain wall assembly to a building structure. The anchor system further comprises an enclosure for the anchor, wherein the enclosure defines an area adjacent the anchor. The enclosure also has a removable portion for allowing access to the anchor.

Development of the curtain wall installation robot: Performance and efficiency tests at a construction site

Abstract: The development of automation in construction has been restricted by the variety of construction materials used, variable circumstances, and difficulties in the quantitative management of the construction process. Curtain wall, however, can be considered a relatively standard material compared to other construction materials. In this study, we analyze the current process of curtain wall installation and investigate the potential of an automated system combining a commercial excavator and a 3-DOF manipulator. This automated system has the adaptations necessary to work with any type of commercialized excavator. Therefore, workers need to transfer only the 3-DOF manipulator portion of the system when they move to other construction sites. This paper investigates experimental trials involving the proposed system at construction sites to determine its performance, working time, and efficiency. Results from this study were analyzed and further research options outlined.

Properties and Dynamic Behavior of Glass Curtain Walls with Split Screw Spline Mullions

Abstract: Recent terrorist events have underscored the importance of designing glass curtain walls as engineered systems. For most building owners, however, it is usually an unjustifiable expense to have a curtain wall designed to provide a high level of blast resistance. This paper investigates the serviceability of an economical, nearly conventional, glass curtain wall system that provides a low level of blast resistance in appropriate applications. A conventional, split screw spline mullion system is utilized with laminated glass lites properly attached to the mullions with structural silicone sealant. The response of this system to service load conditions is first explored through static and dynamic experimental testing. A simple finite-element model of the system is then calibrated to low-amplitude static test results. Finally, the calibrated model is used to perform modal and transient analyses that are compared to experimental free vibration responses. The model was found to provide results that agree well with experimental responses, indicating that the primary properties have been adequately defined for reliable serviceability investigations.

Static finite element analysis of architectural glass curtain walls under in-plane loads and corresponding full-scale test

Abstract: A pilot study has been conducted to guide the development of a finite element modeling formulation for the analysis of architectural glass curtain walls under in-plane lateral load simulating earthquake effects. This pilot study is one aspect of ongoing efforts to develop a general prediction model for glass cracking and glass fallout for architectural glass storefront and curtain wall systems during seismic loading. For this study, the ANSYS finite element analysis program was used to develop a model and obtain the stress distribution within an architectural glass panel after presumed seismic movements cause glass-to-frame contact. The analysis was limited to static loading of a dry-glazed glass curtain wall panel. A mock-up of the glass curtain wall considered in the analysis with strain gages mounted at select locations on the glass and the aluminum framing was subjected to static loading. A comparison is made between the finite element analysis predicted strain and the experimentally measured strain at each strain gage location.

Connection type hidden frame curtain wall

Abstract: Disclosed is a socket hidden-frame curtain wall, anti noise shims are provided among the bridging beam, the bridging beam angle code and the buckstay of the curtain wall, anti noise adhesive tapes are provided among a buckstay, a bridging beam hitch and a second frame, the second frame of the socket hidden-frame curtain wall employs sealed cavity structure, a group angle code is inserted in the sealed cavity and is connected with the crosswise and vertical second frame, the slidable bridging beam angle code on the bridging beam is inserted in to a slot of the bridging beam angle code, the bridging beam angle code is fixed with the buckstay by bolt, the second glass frame of the socket hidden-frame curtain wall employs socket structure, the second frame of the socket hidden-frame curtain wall employs separating design, the cover of the second frame employ fluorine carbon lacquer processing method to achieve fine decorative effect, the second glass frame employs anodic oxidation face process method to guarantee adhesive strength of the frame and the structural adhesive. The utility model has the advantages of excellent heat-insulating property, high couple strength, not loosening, of even pressure, damage resistance of material, nice manufacturability, high installation precision and convenient installation.

Fixed distance press block type hidden frame curtain wall

Abstract: Disclosed is a spacing pressed block-shaped hidden-frame curtain wall employing separating design, an anti noise adhesive tape is provided on a second frame, the surface of the second glass frame employs anodic oxidation surface processing method to guarantee adhesive strength of the frame and the structural adhesive, after installation, the second frame is covered completely by aluminum alloy buckle, the second glass frame employs sealed cavity design, inserting group angle code is connected with the second glass frame in the sealed cavity, the panel adhesive joint with the second frame is fixed on a bridging beam and a buckstay by a briquette, a slidable bridging beam angle code is provided inside the slot of the slidable bridging beam angle code, anti noise shims are provided among the bridging beam, the bridging beam angle code and the buckstay. The utility model has the advantages of excellent heat-insulating property, high couple strength, not loosening, no rubbing noise, of even pressure, damage resistance of material, safe, reliable, nice manufacturability and convenient installation.

Strip type heat-insulation aluminium alloy open-frame curtain wall

Abstract: A clear framework glass curtain wall with aluminum alloy for heat insulation is equipped with a heat insulating strip between a beam, a column and an aluminum alloy hook. The beam is connected with the column by bolts and beam angle brackets which can slide along the beam. A noise insulation gasket underlaid between the beam, the beam angle bracket and the column can be played the roles of noise insulation and seal. Flexible connection between the beam angle bracket and the column can absorb the plane deformation and deformation of the curtain wall caused by the change of temperature. The aluminium alloy profile is divided into two parts by the heat insulating strip of the clear framework glass curtain wall with aluminum alloy for heat insulation and forms an insulation Profile. Plug-in mode is adopted in the pressure plate of the clear framework glass curtain wall with aluminum alloy for heat insulation and is provided with high installation precision and high connection strength. The clear framework glass curtain wall with aluminum alloy for heat insulation has the advantages of good insulation properties, high connection strength, unease looseness, uniform force, unease material damage, good manufacturability, convenient installation,etc.

Hollow glass curtain wall with invisible frame and hollow glass plate for use in curtain wall

Abstract: The invention provides a hidden framing hollow glass curtain wall, comprising upright pillar, cross beam and hollow glass block set on the upright pillar and cross beam. The hollow glass block contains inner glass plate and outer glass plate, round which there is structural glue used to connect inner and outer glass plates. There are inserting parts, whose length is far from less than the length of relative glass plate side, in the structural glue respectively. There are assembling slots in inserting parts and locating structure along the thickness direction of hollow glass plate. Connectors inserting into the assembling slots is set on said hidden framing hollow glass curtain wall and said connector is connected with upright pillar and cross beam. The invention changes the method that the glass of hidden framing glass curtain wall is formed to glass parts by structural glue necessarily and maintaining time for structural glue and relative machining procedure for structural glue and assistant frame is canceled so that unit cost is decreased largely. Construction process is quickened while quality danger generated by structural glue and assistant frame is reduced.

Curtain wall construction

Abstract: In a curtain wall construction comprising a stationary supported substructure, are fixed to the plate holder, and wall panels (10) which are held on the disc holder, is to simplify the assembly proposed to shorten the installation time and to improve the security to wind load, that the plate holder has a base holder (7) and an elastic clip (8), wherein the resilient clip (8) has a receptacle and / or a locking feature for the facade panels (10), wherein it is provided that the basic holder (7) and the resilient clip (8) are designed as separate components or in that the basic holder (7) and the resilient clip (8) in one piece are formed.

Cellular curtain wall dry hanging assembly and its installation process

Abstract: The present invention is one kind of cellular curtain wall board hanging assembly and its installing process. The cellular curtain wall board hanging assembly consists of screw bolts, a supporting part, a sliding hanger and fittings. The supporting part with holes is screwed onto wall or upright; the sliding hanger has a U-shaped notch for clamping the supporting part in one end and an H-shaped notch in the other end and can slide horizontally; and cellular curtain wall board is installed in the H-shaped notch or one the hanger. The sliding hanger is connected with locating screw to the supporting part. The present invention is used to assemble cellular board to or disassemble cellular board from the curtain wall, and has low installation and maintenance work load and cost, and high connection stability.

Method for constructing aeration curtain wall, and curtain wall

Abstract: The present invention relates to a construction method of ventilating curtain wall and its structure. It is characterized by that on the building wall body several vertically-arranged joists are set at regular intervals, the fixed on the joists by means of connectors, and combined into curtain wall surface body, so that between said curtain wall surface body and building wall body a ventilating channel capable of allowing air to flow is formed so as to obtain chimney draft effect. Said invention also can raise construction efficiency greatly.

External-wall wiper of glass screen wall

Abstract: The utility model discloses a wiper of glass curtain wall, which is characterized in comprising a row of water nozzles on the top of glass curtain wall, two sliding tracks at the two sides of glass curtain wall separately, two frames installed at the two sides of the sliding tracks, upper and lower connection beams connecting the two frames, a cleaning brush arranged on the upper and lower connection beams separately, and cleaning wiper filled with scour. The utility model is under automatic control completely, thus overcoming shortcomings of cleaning glass curtain wall artificially, such as low cleaning efficiency, incomplete cleaning, and accidents of cleaning workers falling.

Stiffness Considerations in Dimension Stone Anchorage Design

Abstract: Modern building facade design concepts consider all cladding materials, including dimension stone cladding, as nonstructural elements designed to transmit localized gravity and lateral loads to the primary building structural elements. In practice, the structural backup behind dimension stone cladding can take a wide variety of forms, including cast-in-place concrete shear walls, brick and concrete masonry units, aluminum curtain wall system framing, hot and cold rolled steel subframes, and precast concrete panels and members. The flexural stiffness of these backup systems can vary widely, with cast-in-place concrete shear walls on one end of the stiffness spectrum and aluminum curtain framing on the other. The stiffness of dimension stone cladding relative to the backup system can have a significant effect both on the stresses induced in the cladding and the loads transmitted through the cladding anchors. Likewise, the stiffness of the anchor elements and the backup system can affect the loading and stress distribution within the cladding panels. This paper addresses some of the issues associated with the interaction of dimension stone cladding panels, panel anchors, and metal backup structures, and the effects of relative stiffness on load and stress distributions. Information is presented that was obtained from laboratory tests and analyses for new designs, as well as investigations of dimension stone cladding failures.

Multi-supports curtainwall suspension system and suspension rib connecting device

Abstract: A suspension system and suspension rib connection device of a propping-up type curtain wall. The suspension system at least includes a draw-cable that is fixed on a rib plate on supporting structure of a curtain wall closed to the curtain wall; and a suspension rib connection device, which includes the connection part of the draw-cable and the connection part of the rib plate. The utility model of suspension system works with structure of the suspension rib connection device to suspend curtain wall faceplates and curtain wall rib plates, so that the system is tensioned under self-weight. In particular, most of current curtain walls are glass curtain walls, glass plates constituting the glass curtain wall and faceplates bear pull, which complies with mechanical optimization principle. When a glass rib plate is broken unexpectedly, the glass rib plate and faceplate will not fall off from the curtain wall, so as to meet the requirement of safety and stability. The utility model has both horizontal and vertical draw-cables mounted on the suspension system and suspension rib connection device; the horizontal draw-cables guarantee no lateral instability will occur when a span glass rib plate receives wind pressure.

Small-unit curtain wall

Abstract: The utility model relates to an exterior protected construction for buildings, in specific to a small unit of curtain wall used in building, which is characterized in that an upright post (1) is connected with a main body through a connecting piece, a beam (2) is connected with the upright post (1) through a connecting angle bracket (14), a glass frame (3) is connected up into a slot formed by the connection between the upright post (1) and the beam (2), and a faceplate (4) is connected with a sliding chute of the glass frame (3), as well as arranged on the upright post (1) through a connecting piece and a limiting angle bracket (11). The utility model is convenient for install and installation, and can realize the randomicity of curtain wall installing positions in construction, and the feasible and convenient maintenance, as well as can improves the earthquake proof performance of the curtain wall.

Built-in hidden frame glass assembling structure of accessory frame

Abstract: The utility model relates to an architectural curtain wall field of a curtain wall glazing structure with built-in auxiliary frame, in particular to a glazing structure with built-in auxiliary frame. The utility model is characterized in that a glass auxiliary frame is arranged between an internal sheet glass and an external sheet glass and accurately positioned by a special PA6 injection moulding piece. The hollow aluminum pipe is fixed accurately to ascertain the size of a hollow layer to the middle of the external sheet glass and the external sheet glass with the butyl glue. The U-shaped channel spacer is distributed uniformly within the space of 100mm to both sides, with other spaces no more than 350mm, and in the same setting direction. A cross beam adhesive tape, a glass bearing plate and a cross briquetting are arranged on a cross beam. The cross briquetting is fixed and provided with a certain displacement space, and the seaming is equally coated with weatherproof glue. The glazing structure with built-in auxiliary frame overcomes the existing defect of the prior art and has the advantages of fewer aluminum product consumption, small outdoor glass border black edge and great inward vision effect, etc.

Aluminium-plastic heat-insulation sandwiched curtain wall board

Abstract: The utility model relates to an aluminum-plastic heat-insulation sandwiched curtain wall board which is an improved structure of the aluminum-plastic heat-insulation curtain wall board for the external wall of a building. The utility model comprises an aluminum-plastic panel (1), a steel under plate (3) and an aluminum-plastic side plate(5) and it is characterized in that the space between the panel(1) and the under plate(3) is filled with heat-insulation filling material to form a heat-insulation layer(2) and a plastic bridge-cut-off heat-insulation layer is added at the outside of the under plate(3). At the seams between an aluminum-plastic plate and an aluminum-plastic plate or between an aluminum-plastic plate and a steel plate, a bending plastic cornerite(6) is provided. In the adoption of the technical scheme, the aluminum-plastic heat-insulation sandwich curtain wall board improves the effect in heat-insulation to reduce the duration of operation of the conditioners in the building to reduce the cost and show the positive function of the energy-saving build. And the deficit that the leakage and corrosion at the seams and the gap hurts people is prevented and the properties such as convenient installation, operation, transportation, storage, rigidness, strength and appearance, etc., are improved.

Suspending system of point-supporting type curtain wall

Abstract: A hoisting system for point supported curtain wall, at least including a plurality of suspender parts which are long straight poles. A plurality of the suspender parts are connected to form a whole suspender which is vertically fixed near the curtain wall ribbed slab or the curtain wall panel; a plurality of suspender installation parts which are installed at the top of the suspender and are fixed on the curtain wall supporting structure; and a plurality of hoisting parts, each of which is connected between two suspender parts so as to connect a plurality of suspender parts to form a whole suspender. By using the hoisting system to install a point supported curtain wall, the curtain wall panel and the curtain wall ribbed slab are hoisted to bear tension, especially most current curtain walls are glass curtain walls and the glass panels which forms the curtain wall and the ribbed slab bear tension, which better conforms to the principle of mechanics optimization, meets the requirement of safety and stability and guarantees the safety and stability of the curtain wall, especially the super-tall full-screen glass curtain wall.

Sun-shading device outside glass curtain wall

Abstract: The utility model discloses a sunshade device for the outer of the glass curtain wall, including a ceramic plate louver blade, a rotation shaft, a fixed support, a frame, a control motor, a U-shaped connector, a connecting rod and a drive rod. The ceramic plate louver blade is inserted into the rotation shaft, the rotation shaft is fixed to the frame through the fixed support, the control motor is articulated with the U-shaped connector, the connecting rod is connected with the U-shaped connector closely, one end of the drive rod is articulated with the connecting rod, and the other end of the drive rod is connected fixedly with the rotation axis. The utility model drives the connecting rod moving vertically through a telescopic link of the control motor, and the connecting rod drives the ceramic plate louver blade rotating through the drive rod, and the angle of the ceramic plate louver blade can be adjusted according to the need of sunshade, enough light can be assured, and the direct radiation is reduced as well, therefore the purpose of sunshade and energy save is realized. The air-conditioning consumption can be saved about 30% by using the utility model in glass curtain building. The utility model has a reasonable design and simple structure, and can shade the sun, as well as can beautify the building as the outer decoration members.

Hoisting method of curtain wall

Abstract: PROBLEM TO BE SOLVED: To provide a hoisting method of a curtain wall capable of safely and efficiently performing hoisting work even in a place of allowing a building outer wall to approach a site boundary, by preventing rotation and swinging of a suspending cargo by wind. SOLUTION: This hoisting method of the curtain wall is provided for installing the curtain wall 10 in an installation position, by moving the curtain wall 10 up to the predetermined installation position, by lifting the curtain wall 10 along two guide wires 30 by a hoisting device 23, by vertically movably connecting the curtain wall 10 carried in a lower layer part 62 between the two guide wires 30 via an installation tool 31, by tensioning the two guide wires 30 in parallel along a building outer peripheral surface 53 over the lower layer part 62 from an upper layer part 61 of a building. COPYRIGHT: (C)2009,JPO&INPIT

Full-scale Flexural Strength Testing for Stone Cladding Design

Abstract: Beginning with the Industrial Revolution and rapidly increasing following World War II, building cladding systems changed dramatically. Exterior wall construction that had previously consisted of thick mass masonry evolved into contemporary curtain wall systems. As curtain wall systems evolved, the economics of reducing the thickness of curtain wall components became more important. The use of thin stone veneers on buildings in the modern era was not associated with increased knowledge of stone material properties based on testing and research. Rather, the reduction in thickness is attributable to advancements in fabrication technology, economy in construction, and a rational approach to design of veneer systems. This paper will discuss the evolution of the use of stone in curtain wall systems and the associated ASTM standards for building stone. Early ASTM standards for building stone were limited to tests used to evaluate the compression strength of stone which was consistent for mass bearing walls of the early 20th century. As stone was increasingly used more as a veneer, standards for modulus of rupture (ASTM C 99) were introduced. As systems continued to evolve, flexural strength (ASTM C 880) was introduced to address material variability. The evolution of ASTM C 880 included increasing specimen width to further incorporate variability of the stone. Recently, the authors have introduced full panel testing in the design and evaluation process. This paper will present data and discuss the differences in test results for three case studies where both ASTM C 880 specimens and full panel flexural strength testing was performed. The focus of this section will be to discuss the implications of performing full-size panel testing in addition to ASTM C 880 standard specimen testing on design of stone cladding systems for tall building construction as a natural evolution of the design and evaluation process for thin stone cladding systems.

Screw type domestic elevator

Abstract: The utility model relates to a screw-type household lift, particularly applicable to houses and villas. The device has the advantages of that: 1. no separate elevator shaft is required and the periphery curtain wall can be used as a elevator shaft, so the traditional elevator car is left out, thus largely reducing the cost; 2. the nut and the screw match with each other and an electric motor drive the nut via a belt to enable a L-shaped lifting platform to move up and down; 3. only one driving motor is needed; 4. an emergency device is provided so that emergency release can be performed in the case of power failure, therefore the utility model is an ideal lift for houses and villas. The utility model comprises a periphery curtain wall with a door and four enclosed sides, which is composed of an elevator shaft curtain wall (1) and a sound insulation curtain wall (16), a door system(2), a set of relatively motionless screw (4) and bearing nut(5)that matching with the screw, a non-bearing nut (6) and an upper fixed nut (11), a driving unit (7), an electric motor (8), a screw upper fixing girder (9), a thrust ball bearing(10), a guideway(13), a guide shoe(14) and a pedestal (15). The electrical motor drives the nut (5) via the belt to move up and down along the screw (4) so as to enable the L-shaped lifting platform to move up and down.

Multi directional rope connection apparatus

Abstract: The utility model provides a polydirectional cable-connecting device, comprising at least two briquettings and at least an inhaul cable assembled in the briquettings. The ends of the inhaul cable are extend from the briquettings. The utility model can connect inhaul cables in different quantities and directions and has a good adjustability, therefore has a wide applied range; furthermore, the utility model can ensure that the elements of the curtain wall have a suitable freedom after installing and the curtain wall can make multivariant deformation in an angle when acting upon by forces and self-adaption, therefore the life of the curtain wall is prolonged; in addition the utility model is simple in installation, convenient in operation and good in accuracy; the utility model saves a plurality of complicated connected nodes used to install the curtain wall, and also has the advantages of deft structure, low cost and beautiful appearance.

Aluminium alloy composite curtain wall

Abstract: An aluminium alloy composite curtain wall consists of a column, a beam, a functional frame, a glass frame, rubber strips, sealants, screws, etc As Figure 1shows, the column (1) and the beam (2) are force frames which are connected with the functional frame, namely a visible frame inserting tenon (4) through grooves and tenons, composing into the curtain wall main frame The shape of the force frame aluminium alloy profile sections is unified and simple, having grooves with unified size The functional frame aluminium alloy profile is provided with tenons combined with the grooves on the force frame Choosing different functional frame profile can compose different curtain wall such as hidden frame curtain wall, half-hidden frame curtain wall, visible frame curtain wall, visible frame heat insulation curtain wall, etc The curtain wall force frame aluminium alloy profile of the utility model is standardized and generalized, and the functional frame profile is miniaturized and diversified, which improves the convenience and safety of aluminum profile production and curtain wall installation, makes curtain wall structure more compact and diversified, enhances integrity and perfects function

Curtain Wall Systems and Methods

Abstract: According to the invention, a curtain wall system for a building is disclosed. The curtain wall system may include an interior vertical member, an external vertical member, and a wall panel. The interior vertical member may be coupled with a floor of the building. The external vertical member may be coupled with the interior vertical member. The wall panel may be supported by the floor of the building and disposed between the interior vertical member and the external vertical member.

A curtain wall window frame

Abstract: A structure of a curtain wall window frame is provided to improve constructing efficiency regardless of thickness of the glass and the color of the building and preclude outer heat from being transferred by placing the heat insulator in the fitting parts. A structure of a curtain wall window frame is composed of a frame(100) formed with a pair of fitting parts(2a,2b) at left/right and upper/lower ends and formed with a support(3) at the upper side. A heat insulator made of a polystyrene foam or a waste polystyrene foam at the pair of the fitting parts is closely contacted to a supporting plate(1). The frame has a fitting piece(3c), and the fitting piece is fitted in an auxiliary supporting plate(10). The auxiliary supporting plate has a fitting groove(11b) and a glass supporting plate(12) formed at the upper side. A support flange(11) is closely fixed at the support. Combining devices(13) are combined by forming combining holes(11a,3b).

Connection structure of construction curtain wall cross beam and pillar

Abstract: A join structure between the transverse beam and the vertical column for the curtain wall of building features that a joining part with particular shape, two or more slot openings with same direction on its one surface and a boss on the root of its another surface is fixed to vertical column via screws, the transverse beam has the slot opening the its internal cavity and with the direction different from that of the slot opening on joining part for matching them with each other, and the fastener is respectively arranged on said boss of joining part and the side wall in the internal cavity of transverse beam.

Analysis and design of curtain wall systems for high rise buildings

Abstract: []: Facades are the first aesthetical feature of a building that distinguish one building from another. Its distinctive appearance is often the subject of controversial debate. Nowadays, Unitized Curtain Wall system is commonly used for new high-rise buildings, it becomes a major investment in both construction and long-term success of the building. Compared to reinforced concrete structure, unitized curtain wall is new technology in the construction industry. This dissertation will focus on the design and analysis of unitized curtain wall for high-rise building, using finite element and structural analysis programme. The curtain wall systems nowadays, even the simpler types, are far more sophisticate products than their early counterparts, though many of the earliest walls are still performing admirably. More than fifty years of experience and development have eliminated the major difficulties of the pioneering designs, resulting in better products. Beginning with the relatively simple, but innovative concept of the early 1950’s, a series of window units and panels jointed and supported by simple framing members. Curtain wall system technology has developed, over the years, into a proliferation of highly engineered design. The author worked in construction industry for 5 years and working in Facade Consultancy for almost 2 years. I am currently engaging in various key Facade projects in Asia. I have found that some people simply think that curtain wall system is just an assembly of glass, aluminium, steel, screw and sealant. Curtian wall system, apart from its appearance, functions as an external enclosure to protect the building from weather and to achieve pressure-equalization between the outdoor and indoor environment. Its construction is not only an assembly of several components, but an advanced technology with involves sophisticated calculation. In this paper, design concerns of the unitized curtain wall system are also regarded as major issue to discuss.

Stone pannel exterior wall constructing structure and constructing method

Abstract: A structure of stone panels for constructing the exterior of a building and a constructing method of the outer wall by using the stone panels are provided to take advantage of both closed and open joints method by applying caulk between the seams of stone panels from a rear section of the stone panel, and by applying the caulk to have a depth less than the length of the gap between adjacent stone panels, and to construct the outer wall easily and reduce the overall construction time by producing a single unit of construction by coupling the stone panel unit and a truss frame unit, and coupling the single unit of construction to anchor bars installed on a slab of a building, allowing the stone panels to form a curtain wall around the slab. A pair of bracket frame(110) is disposed on two sides on the back of each unit of a stone panel(100). Plural anchor bolts(103) couple the bracket frames to stone panels(101). Plural anchor brackets(120) are installed to each pairs of the bracket frames. The seams between each of the unit stone panels are sealed with caulks. The back surfaces of the caulk and the unit stone panels are disposed abreast each other on the same plane, forming a stone panel unit. A truss frame unit(200) has combing members(230) coupling to anchor bars(11) installed on a slab(10) of a building. The truss frame unit has anchor holes aligned to the anchor brackets of the stone panel unit. On one side, insulation members(220) are stacked. Coupling members(310) penetrate through the anchor holes and the anchor brackets to couple the stone panel unit and the truss frame unit, consequently forming a single unit of construction. Plural units of construction are installed to allow coupling members of the truss frame unit to combine to anchor bars installed on the slab of the building, allowing plural stone panels to form the curtain wall like outer wall on the slab of the building. The caulk is filled to have a depth less than the length of a gap between two unit stone panels. One side of the caulk is in contact with the caulk sheet. The insulation members include a pair of CRC(Compressed Cellulose Reinforced Cement,221) board, and a compressed insulation water proof foam(222) interposed between the CRC boards.