CN104533035A - Glass guardrail system for high-rise buildings and construction method - Google Patents
Glass guardrail system for high-rise buildings and construction method Download PDFInfo
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- CN104533035A CN104533035A CN201410832455.XA CN201410832455A CN104533035A CN 104533035 A CN104533035 A CN 104533035A CN 201410832455 A CN201410832455 A CN 201410832455A CN 104533035 A CN104533035 A CN 104533035A
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Abstract
The invention discloses a glass guardrail system for high-rise buildings and a construction method. Square steel stand columns welded to a plurality of embedded structural parts distributed evenly and connected into a line in a building structure and a handrail steel plate welded to the top ends of the square steel stand columns form a steel frame which can meet the requirement for structural safety of the area with large wind pressure. The steel frame is flexible in dimension design, so that structural safety is ensured and construction cost is reduced. Aluminum alloy main members arranged on the outer side of the steel frame and vertical column buckle plates are of split locked lid combination structures, and aluminum alloy guardrail handrails and handrail buckle plates are of split locked lid combination structures, so that assembly and disassembly are facilitated. An upper cross beam, a lower cross beam and the aluminum alloy main members are connected through aluminum alloy connectors, so that field installation is convenient, and connection quality is ensured. Tampered and laminated glass is arranged on the upper cross beam and the lower cross beam through cross beam buckle strips, so that broken glass can be replaced easily. The glass guardrail system is used for high-rise steps or the peripheries of observation decks of the high-rise buildings. The glass guardrail system is reasonable in design, simple in installation, high in precision and quality, and short in construction period, the members are produced in a standard mode according to a drawing, and later-period maintenance and member replacement are easy.
Description
Technical field
The present invention relates to a kind of guardrail of building, particularly relate to a kind of highrise building glass guardrail system and construction method.
Background technology
At present, its structural strength of aluminum alloy guardrail system market being conventionally used to highrise building is poor, and it is not firm to connect, for lattice and highly have particular/special requirement and or the larger area of this wind pressure value cannot meet structural safety.The structural member standardized production degree of composition fence sytsem is not high, and in-site installation precision and difficult quality control, and the railing system site operation cycle is long, and later stage breakage is also not easy to change.
Summary of the invention
An object of the present invention is to provide that a kind of component model forming system architecture is unified, standardized production, anatomical connectivity intensity is large, the precision after combination is installed and quality good and damaged components is easy to the highrise building glass guardrail system of replacing.
The object of the invention is to realize.Highrise building glass guardrail system of the present invention comprise aluminium alloys corner brace, toughened rubber-laminated vacuum glass, fluid sealant and foam rods, tapping screw and be arranged in high building structure some become the pre-buried structure part of line.The feature of highrise building glass guardrail system of the present invention is: the square steel column described each pre-buried structure part welding a rectangle, and a handrail steel plate is welded on the square steel column top of described some one-tenth lines jointly;
The rear cylinder of described square steel column and both sides cylinder are fastened and connected jointly aluminium alloys main member, and described aluminium alloys main member is fixed on the cylinder of the described square steel column left and right sides by tapping screw, and described square steel column connects upright fastening cover in front cylinder place;
It is in T shape and superpose by corner brace link slot and buckle socket the elongated groove formed that the left and right sides of described aluminium alloys main member is vertically symmetrically respectively provided with its notch cross section, up and down symmetrically through each self-retaining of tapping screw two aluminium alloys corner braces in the corner brace link slot of the described aluminium alloys main member left and right sides, aluminium alloys corner brace by top, the left and right sides between adjacent two of described aluminium alloys main member connects a top rail jointly by tapping screw, aluminium alloys corner brace by bottom, the left and right sides between adjacent two of described aluminium alloys main member connects a lower transverse beam jointly by tapping screw, described top rail is identical with Lower Crossbeam Structure shape, oppositely arrange each other, it is symmetrical that its morpheme of mouth put by the glass that top rail and lower transverse beam are arranged, the upper surface that mouth put by lower transverse beam glass is provided with rubber mat plate, toughened rubber-laminated vacuum glass is laid above rubber mat plate, toughened rubber-laminated vacuum glass is fixed on top rail and lower transverse beam by two crossbeam profiles, the both sides of toughened rubber-laminated vacuum glass are all in the buckle socket of aluminium alloys main member, describedly assemble aluminium alloys main member, the top rail connected between adjacent two square steel columns of upright fastening cover and adjacent two square steel columns, lower transverse beam and toughened rubber-laminated vacuum glass form a fence unit structure,
Described handrail steel plate is fixedly connected with aluminum alloy guard handrails by tapping screw, is provided with handrail buckle below described aluminum alloy guard handrails, and described handrail steel plate, aluminum alloy guard handrails, handrail buckle and some square steel columns form armrest jointly;
Described some fence unit structures and armrest form highrise building glass guardrail system jointly.
Highrise building glass guardrail system of the present invention, wherein said upright fastening cover is fastened and connected by the adaptive socket of both sides and the adaptive plug of aluminium alloys main member both sides, described handrail buckle is fastened and connected by the adaptive plug of both sides and the adaptive socket of aluminum alloy guard handrails both sides, all be provided with column buckle in the aluminium alloys main member left and right sides between described top rail and handrail buckle and between lower transverse beam and pre-buried structure part, described column buckle is fastened and connected by the adaptive plug of both sides and the buckle socket of aluminium alloys main member.
Highrise building glass guardrail system of the present invention, rubber mat plate is laid with between wherein said aluminum alloy guard handrails and handrail steel plate, all lay rubber mat plate between four cylinders of described square steel column and the binding face of aluminium alloys main member and upright fastening cover, described rubber mat plate thickness is 2mm.
Highrise building glass guardrail system of the present invention, wherein said toughened rubber-laminated vacuum glass two sides and top rail or, the junction of lower transverse beam and crossbeam profile is equipped with fluid sealant and foam rods.
Another object of the present invention is the construction method providing highrise building glass guardrail system, and the construction method of highrise building glass guardrail system of the present invention is completed by following steps, comprising:
Step 1, carry out azimuthal measurement and draw highrise building glass guardrail system construction and various aluminium alloy element manufacturing pattern,
Step 2, each aluminium alloy element pattern of highrise building glass guardrail system is supplied to aluminium alloy element manufacturing firm, aluminium alloy element manufacturing firm according to aluminium each alloy components configurations mould and die sinking produce,
Step 3, according to pattern buying aluminium alloy component, square steel section bar and various related accessory material be transported to raw material processing plant,
The processing of operation drawing paper size is pressed by step 4, raw material processing plant, numbers, checked and accepted and be dispensed into job site by related personnel after completing the processing of each assembly,
Step 5, to carry out highrise building glass guardrail system according to highrise building glass guardrail system construction pattern and install:
First carry out steel beam column welding according to construction pattern, the lattice size of square steel column by construction pattern is welded with pre-buried structure part, then by handrail Plate Welding in square steel column upper end,
Afterwards aluminium alloys main member is fixedly connected with square steel column by tapping screw, pads 2mm rubber cushion blocks therebetween and do preservative treatment,
By the corner brace mouth of connecting trough that aluminium alloys main member, top rail lower transverse beam are provided with, by top rail, lower transverse beam, the aluminium alloys corner brace combination of aluminium alloys main member, and it is spacing to utilize tapping screw to fix, after upper aluminium crossbeam, lower transverse beam are installed, aluminium alloys main member buckles upright fastening cover
Be connected with handrail Interal fixation by tapping screw by aluminum alloy guard handrails, aluminum alloy guard handrails does preservative treatment by padding 2mm rubber cushion blocks between tapping screw and handrail steel plate, then buckles aluminium alloys handrail buckle,
Rubber cushion blocks is first arranged on lower transverse beam, then toughened rubber-laminated vacuum glass is placed into position, then buckle crossbeam profile before installing by toughened rubber-laminated vacuum glass,
After having adjusted toughened rubber-laminated vacuum glass installation site, the junction of toughened rubber-laminated vacuum glass and top rail, lower transverse beam and crossbeam profile has all arranged fluid sealant and foam rods, finally fastens the column buckle of top rail, lower transverse beam dual-side,
Step 6, payment inspection, carry out engineering delivery after acceptance(check).
Highrise building glass guardrail system of the present invention and construction method difference from prior art are that highrise building glass guardrail system of the present invention is according to pattern lattice size, building structure some one-tenth lines and uniform pre-buried structure part welds square steel column, square steel column welds handrail steel plate, forms steel skeleton construction.Steel skeleton construction meets the structural safety of wind pressure value larger area.Steel skeleton construction size can be changed flexibly according to force request, not only ensures structural safety but also reduce construction costs.Aluminium alloys main member and column buckle, aluminum alloy guard handrails and handrail buckle are split type buckle closure combining structure, so that the repair demolition in engineering later stage.Top rail, lower transverse beam, aluminium alloys main member are all provided with corner brace mouth of connecting trough, and be convenient to aluminium alloys corner brace and connect, in-site installation is easy in turn ensure that quality of connection.Toughened rubber-laminated vacuum glass utilizes crossbeam profile to be arranged on lower and upper cross-member, is conducive to renewing of broken glass.Highrise building glass guardrail system of the present invention forms steel aluminium combining structure, for high-rise step or the observation deck periphery of highrise building.It is reasonable in design, various component all according to drawing standardization produce, system installation accuracy and quality high, the site operation cycle is short, be easy to later period maintenance with change.
Below in conjunction with accompanying drawing, highrise building glass guardrail system of the present invention is described further.
Accompanying drawing explanation
Fig. 1 is the 3 d effect graph of highrise building glass guardrail system of the present invention.
Fig. 2 is the structure schematic front view (containing C, D, E in Fig. 1 to three sections) of highrise building glass guardrail system.
Fig. 3 is that A in Fig. 1 is to cross-sectional view.
Fig. 4 is that B in Fig. 1 is to cross-sectional view.
Fig. 5 is the component decomposing schematic representation of steel aluminium combined frame structure and top rail.
Fig. 6 is the component decomposing schematic representation of steel aluminium combined frame structure and lower transverse beam.
Fig. 7 is the component decomposing schematic representation of armrest.
Fig. 8 is armrest assembling effect schematic diagram.
Detailed description of the invention
As shown in Figure 2, highrise building glass guardrail system of the present invention comprise aluminium alloys corner brace 4, toughened rubber-laminated vacuum glass 7, fluid sealant and foam rods 13, tapping screw 2 and be arranged in high building structure some become the pre-buried structure part 16 of line.
As shown in Figure 1 and Figure 2, in highrise building glass guardrail system of the present invention, each pre-buried structure part 16 welds the square steel column 10 of a rectangle.A handrail steel plate 12 is welded on square steel column 10 top of some one-tenth lines jointly.
As shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, the rear cylinder of square steel column 10 and both sides cylinder are fastened and connected jointly aluminium alloys main member 8.Aluminium alloys main member 8 is fixed on the cylinder of square steel column 10 left and right sides by tapping screw 2.Square steel column 10 connects upright fastening cover 9 in front cylinder place.
It is in T shape and superpose by corner brace link slot 8.1 and buckle socket 8.2 the elongated groove formed that the left and right sides of aluminium alloys main member 8 is vertically symmetrically respectively provided with its notch cross section.Up and down symmetrically through each self-retaining of tapping screw 2 two aluminium alloys corner braces 4 in aluminium alloys main member 8 left and right sides corner brace link slot 8.1.Jointly a top rail 5 is connected by the aluminium alloys corner brace 4 on top, the left and right sides by tapping screw 2 between adjacent two of aluminium alloys main member 8; Jointly a lower transverse beam 15 is connected by the aluminium alloys corner brace 4 of bottom, the left and right sides by tapping screw 2 between adjacent two of aluminium alloys main member 8.Top rail 5 is identical with lower transverse beam 15 planform, oppositely arranges each other.It is symmetrical that its morpheme of mouth put by the glass that top rail 5 and lower transverse beam 15 are arranged.The upper surface that mouth put by lower transverse beam 15 glass is provided with rubber mat plate 14, and rubber mat plate 14 lays toughened rubber-laminated vacuum glass 7 above.Toughened rubber-laminated vacuum glass 7 is fixed on top rail 5 with on lower transverse beam 15 by two crossbeam profiles 6.The both sides of toughened rubber-laminated vacuum glass 7 are all in the buckle socket 8.2 of aluminium alloys main member 8.Assemble the top rail 5, lower transverse beam 15 and the toughened rubber-laminated vacuum glass 7 that connect between aluminium alloys main member 8, adjacent two square steel columns 10 of upright fastening cover 9 and adjacent two square steel columns 10 and form a fence unit structure (referring to Fig. 1).
As shown in Fig. 2, Fig. 7, Fig. 8, handrail steel plate 12 is fixedly connected with aluminum alloy guard handrails 1 by tapping screw 2.Handrail buckle 3 is provided with below aluminum alloy guard handrails 1.Handrail steel plate 12, aluminum alloy guard handrails 1, handrail buckle 3 and some square steel columns 10 form armrest jointly.
As shown in Figure 1, some fence unit structures and armrest form highrise building glass guardrail system jointly.
As shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, upright fastening cover 9 is fastened and connected by the adaptive socket of both sides and the adaptive plug of aluminium alloys main member 8 both sides.Handrail buckle 3 is fastened and connected by the adaptive plug of both sides and the adaptive socket of aluminum alloy guard handrails 1 both sides.All be provided with column buckle 11 in aluminium alloys main member 8 left and right sides between top rail 5 and handrail buckle 3 and between lower transverse beam 15 and pre-buried structure part 16, column buckle 11 is fastened and connected by the adaptive plug of both sides and the buckle socket 8.2 of aluminium alloys main member 8.
As illustrated in figs. 2-7, between aluminum alloy guard handrails 1 and handrail steel plate 12, applied thickness is the rubber mat plate 14 of 2mm.Between four cylinders of square steel column 10 and the binding face of aluminium alloys main member 8 and upright fastening cover 9, equal applied thickness is the rubber mat plate 14 of 2mm.
As in Figure 2-4, toughened rubber-laminated vacuum glass 7 two sides and top rail 5 or be equipped with fluid sealant and foam rods 13 with lower transverse beam junction.
The construction method of highrise building glass guardrail system of the present invention is completed by following steps:
Step 1, carry out azimuthal measurement and draw highrise building glass guardrail system construction and various aluminium alloy element manufacturing pattern,
Step 2, each aluminium alloy element pattern of highrise building glass guardrail system is supplied to aluminium alloy element manufacturing firm, aluminium alloy element manufacturing firm according to aluminium each alloy components configurations mould and die sinking produce,
Step 3, according to pattern buying aluminium alloy component, square steel section bar and various related accessory material be transported to raw material processing plant,
The processing of operation drawing paper size is pressed by step 4, raw material processing plant, numbers, checked and accepted and be dispensed into job site by related personnel after completing the processing of each assembly,
Step 5, to carry out highrise building glass guardrail system according to highrise building glass guardrail system construction pattern and install:
First carry out steel beam column welding according to construction pattern, the lattice size of square steel column 10 by construction pattern welded with pre-buried structure part 16, then handrail steel plate 12 is welded on square steel column 10 upper end,
Afterwards aluminium alloys main member 8 is fixedly connected with square steel column 10 by tapping screw 2, pads 2mm rubber cushion blocks 14 therebetween and do preservative treatment,
By the corner brace mouth of connecting trough that aluminium alloys main member 8, top rail 5 lower transverse beam 15 are provided with, top rail 5, lower transverse beam 15, aluminium alloys main member 8 aluminium alloys corner brace 4 are combined, and it is spacing to utilize tapping screw 2 to fix, after upper aluminium crossbeam 5, lower transverse beam 15 are installed, aluminium alloys main member 8 is buckled upright fastening cover 9
Be fixedly connected with handrail steel plate 12 by tapping screw 2 by aluminum alloy guard handrails 1, aluminum alloy guard handrails 1 does preservative treatment by padding 2mm rubber cushion blocks 14 between tapping screw 2 and handrail steel plate 12, then buckles aluminium alloys handrail buckle 3,
Rubber cushion blocks 2 is first arranged on lower transverse beam 15, then toughened rubber-laminated vacuum glass 7 is placed into position, then buckle crossbeam profile 6 before installing by toughened rubber-laminated vacuum glass 7,
After having adjusted toughened rubber-laminated vacuum glass 7 installation site, toughened rubber-laminated vacuum glass 7 has all arranged fluid sealant and foam rods 13 with the junction of top rail 5, lower transverse beam 15 and crossbeam profile 6, finally fastens the column buckle 11 of top rail 5, lower transverse beam 15 dual-side,
Step 6, payment inspection, carry out engineering delivery after acceptance(check).
Above-described embodiment is only be described the preferred embodiment of the present invention; not scope of the present invention is limited; under not departing from the present invention and designing the prerequisite of spirit; the various distortion that those of ordinary skill in the art make technical scheme of the present invention and improvement, all should fall in protection domain that claims of the present invention determines.
Claims (4)
1. a highrise building glass guardrail system, comprise aluminium alloys corner brace (4), toughened rubber-laminated vacuum glass (7), fluid sealant and foam rods (13), tapping screw (2) and be arranged in high building structure some become the pre-buried structure part (16) of line, it is characterized in that: the square steel column (10) of the upper welding rectangle of described each pre-buried structure part (16), a handrail steel plate (12) is welded on square steel column (10) top of described some one-tenth lines jointly;
The rear cylinder of described square steel column (10) and both sides cylinder are fastened and connected jointly aluminium alloys main member (8), described aluminium alloys main member (8) is fixed on the cylinder of described square steel column (10) left and right sides by tapping screw (2), and described square steel column (10) connects upright fastening cover (9) in front cylinder place;
It is in T shape and superpose by corner brace link slot (8.1) and buckle socket (8.2) the elongated groove formed that the left and right sides of described aluminium alloys main member (8) is vertically symmetrically respectively provided with its notch cross section, up and down symmetrically through each self-retaining of tapping screw (2) two aluminium alloys corner braces (4) in described aluminium alloys main member (8) left and right sides corner brace link slot (8.1), jointly a top rail (5) is connected by the aluminium alloys corner brace (4) on top, the left and right sides by tapping screw (2) between adjacent two of described aluminium alloys main member (8), jointly a lower transverse beam (15) is connected by the aluminium alloys corner brace (4) of bottom, the left and right sides by tapping screw (2) between adjacent two of described aluminium alloys main member (8), described top rail (5) is identical with lower transverse beam (15) planform, oppositely arrange each other, its morpheme symmetry of mouth put by top rail (5) and the upper glass arranged of lower transverse beam (15), the upper surface that mouth put by lower transverse beam (15) glass is provided with rubber mat plate (14), rubber mat plate (14) lays toughened rubber-laminated vacuum glass (7) above, toughened rubber-laminated vacuum glass (7) is fixed on top rail (5) with on lower transverse beam (15) by two crossbeam profiles (6), the both sides of toughened rubber-laminated vacuum glass (7) are all in the buckle socket (8.2) of aluminium alloys main member (8), describedly assemble aluminium alloys main member (8), the top rail (5) connected between adjacent two square steel columns (10) of upright fastening cover (9) and adjacent two square steel columns (10), lower transverse beam (15) and toughened rubber-laminated vacuum glass (7) form a fence unit structure,
Described handrail steel plate (12) is fixedly connected with aluminum alloy guard handrails (1) by tapping screw (2), be provided with handrail buckle (3) below described aluminum alloy guard handrails (1), described handrail steel plate (12), aluminum alloy guard handrails (1), handrail buckle (3) and some square steel columns (10) form armrest jointly;
Described some fence unit structures and armrest form highrise building glass guardrail system jointly.
2. highrise building glass guardrail system according to claim 1, it is characterized in that: described upright fastening cover (9) is fastened and connected by the adaptive socket of both sides and the adaptive plug of aluminium alloys main member (8) both sides, described handrail buckle (3) is fastened and connected by the adaptive plug of both sides and the adaptive socket of aluminum alloy guard handrails (1) both sides, all column buckle (11) is provided with in aluminium alloys main member (8) left and right sides between described top rail (5) and handrail buckle (3) and between lower transverse beam (15) and pre-buried structure part (16), described column buckle (11) is fastened and connected by the adaptive plug of both sides and the buckle socket (8.2) of aluminium alloys main member (8).
3. highrise building glass guardrail system according to claim 1 and 2, it is characterized in that: between described aluminum alloy guard handrails (1) and handrail steel plate (12), be laid with rubber mat plate (14), all lay rubber mat plate (14) between four cylinders of described square steel column (10) and the binding face of aluminium alloys main member (8) and upright fastening cover (9), described rubber mat plate (14) thickness is 2mm.
4. a construction method for cast-in-place concrete external diagonal column mold plate system, is characterized in that comprising the following steps in method:
Step 1, carry out azimuthal measurement and draw highrise building glass guardrail system construction and various aluminium alloy element manufacturing pattern,
Step 2, each aluminium alloy element pattern of highrise building glass guardrail system is supplied to aluminium alloy element manufacturing firm, aluminium alloy element manufacturing firm according to aluminium each alloy components configurations mould and die sinking produce,
Step 3, according to pattern buying aluminium alloy component, square steel section bar and various related accessory material be transported to raw material processing plant,
The processing of operation drawing paper size is pressed by step 4, raw material processing plant, numbers, checked and accepted and be dispensed into job site by related personnel after completing the processing of each assembly,
Step 5, to carry out highrise building glass guardrail system according to highrise building glass guardrail system construction pattern and install:
First carry out steel beam column welding according to construction pattern, the lattice size of square steel column (10) by construction pattern welded with pre-buried structure part (16), then handrail steel plate (12) is welded on square steel column (10) upper end,
Afterwards aluminium alloys main member (8) is fixedly connected with square steel column (10) by tapping screw (2), pads 2mm rubber cushion blocks (14) therebetween and do preservative treatment,
By the corner brace mouth of connecting trough that aluminium alloys main member (8), top rail (5) lower transverse beam (15) are provided with, by top rail (5), lower transverse beam (15), aluminium alloys main member (8) aluminium alloys corner brace (4) combination, and utilize tapping screw (2) fixing spacing, after upper aluminium crossbeam (5), lower transverse beam (15) are installed, aluminium alloys main member (8) is buckled upright fastening cover (9)
Aluminum alloy guard handrails (1) is fixedly connected with handrail steel plate (12) by tapping screw (2), aluminum alloy guard handrails (1) does preservative treatment by padding 2mm rubber cushion blocks (14) between tapping screw (2) and handrail steel plate (12), then aluminium alloys handrail buckle (3) is buckled
Rubber cushion blocks (2) is first arranged on lower transverse beam (15), then toughened rubber-laminated vacuum glass (7) is placed into position, then buckle crossbeam profile (6) before installing by toughened rubber-laminated vacuum glass 7,
After having adjusted toughened rubber-laminated vacuum glass (7) installation site, toughened rubber-laminated vacuum glass (7) all arranges fluid sealant and foam rods (13) with the junction of top rail (5), lower transverse beam (15) and crossbeam profile (6), finally fasten the column buckle (11) of top rail (5), lower transverse beam (15) dual-side
Step 6, payment inspection, carry out engineering delivery after acceptance(check).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410832455.XA CN104533035B (en) | 2014-12-29 | 2014-12-29 | The construction method of skyscraper glass guardrail |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410832455.XA CN104533035B (en) | 2014-12-29 | 2014-12-29 | The construction method of skyscraper glass guardrail |
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| Publication Number | Publication Date |
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| CN104533035A true CN104533035A (en) | 2015-04-22 |
| CN104533035B CN104533035B (en) | 2016-11-23 |
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| Application Number | Title | Priority Date | Filing Date |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173283A (en) * | 2019-03-26 | 2020-05-19 | 广州振中建设有限公司 | Construction method of glass guardrail for high-rise building |
| JP7503513B2 (en) | 2021-02-26 | 2024-06-20 | 日軽産業株式会社 | Building handrails |
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| CN2782823Y (en) * | 2005-01-23 | 2006-05-24 | 南南铝业有限公司 | Aluminium alloy balustrade |
| CN200949290Y (en) * | 2006-08-13 | 2007-09-19 | 周吉文 | Composite detachable safety guards |
| CN201486221U (en) * | 2009-05-07 | 2010-05-26 | 江西蓝图铝业有限公司 | Aluminum alloy artistic handrail |
| CN202299202U (en) * | 2011-09-29 | 2012-07-04 | 上海庞贝金属装饰工程有限公司 | Combined glass railing |
| CN204850285U (en) * | 2014-12-29 | 2015-12-09 | 北京港源建筑装饰工程有限公司 | High -rise building glass guardrail system |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4390165A (en) * | 1980-11-24 | 1983-06-28 | Nef Systems, Inc. | Decorative glass panel railing assembly |
| CN2782823Y (en) * | 2005-01-23 | 2006-05-24 | 南南铝业有限公司 | Aluminium alloy balustrade |
| CN200949290Y (en) * | 2006-08-13 | 2007-09-19 | 周吉文 | Composite detachable safety guards |
| CN201486221U (en) * | 2009-05-07 | 2010-05-26 | 江西蓝图铝业有限公司 | Aluminum alloy artistic handrail |
| CN202299202U (en) * | 2011-09-29 | 2012-07-04 | 上海庞贝金属装饰工程有限公司 | Combined glass railing |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111173283A (en) * | 2019-03-26 | 2020-05-19 | 广州振中建设有限公司 | Construction method of glass guardrail for high-rise building |
| JP7503513B2 (en) | 2021-02-26 | 2024-06-20 | 日軽産業株式会社 | Building handrails |
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| CN104533035B (en) | 2016-11-23 |
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