CN104533035B - The construction method of skyscraper glass guardrail - Google Patents
The construction method of skyscraper glass guardrail Download PDFInfo
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- CN104533035B CN104533035B CN201410832455.XA CN201410832455A CN104533035B CN 104533035 B CN104533035 B CN 104533035B CN 201410832455 A CN201410832455 A CN 201410832455A CN 104533035 B CN104533035 B CN 104533035B
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Abstract
A kind of skyscraper glass guardrail system and construction method, the handrail steel plate welding square steel column and the welding of square steel column top in building structure on some one-tenth lines and uniform pre-buried structure part forms steel skeleton, and steel skeleton meets blast larger area structural safety.Steel skeleton size design is flexible, has both ensured that structural safety also reduced construction costs.The aluminium alloy main member arranged outside steel skeleton is split type buckle closure combinative structure with column buckle, aluminum alloy guard handrails with handrail buckle, it is simple to dismounting.Entablature, sill, aluminium alloy main member utilize aluminium alloy corner brace to connect, and in-site installation simplicity also ensures quality of connection.Toughened rubber-laminated vacuum glass utilizes crossbeam profile to be arranged on upper and lower crossbeam, the beneficially replacing of broken glass.The invention of this reality is used for high-rise step or the observation deck periphery of skyscraper.It is reasonable in design, and component produces all in accordance with drawing standardization, installs simple, and precision and quality are high, short construction period, it is easy to later period maintenance renews with component.
Description
Technical field
The present invention relates to the construction method of the guardrail of a kind of building, particularly relate to the construction method of a kind of skyscraper glass guardrail.
Background technology
At present, its structural strength of aluminum alloy guardrail system that market is conventionally used to skyscraper is poor, and it is the most firm to connect, for lattice and highly have particular/special requirement and or the bigger area of this wind pressure value cannot meet structural safety.The structural member standardized production degree of composition fence sytsem is the highest, and in-site installation precision and difficult quality control, and the railing system site operation cycle is long, and later stage breakage is also less prone in changeing.
Summary of the invention
It is an object of the invention to provide that a kind of component model forming system structure is unified, standardized production, structure bonding strength is big, installs the precision after combination and the construction method of quality skyscraper that is good and that be easily changed damaged components glass guardrail system.
It is an object of the invention to be capable of.The skyscraper glass guardrail system of the present invention include aluminium alloy corner brace, toughened rubber-laminated vacuum glass, fluid sealant and foam rods, tapping screw and be arranged in high building structure some become line pre-buried structure part.The skyscraper glass guardrail system of the present invention is characterised by: welding the square steel column of a rectangle on described each pre-buried structure part, a handrail steel plate is welded on the square steel column top of described some one-tenth lines jointly；
Be fastened and connected on the rear cylinder of described square steel column and both sides cylinder aluminium alloy main member jointly, and described aluminium alloy 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 at front cylinder；
nullThe left and right sides of described aluminium alloy main member is the most symmetrically respectively provided with its notch transverse section elongated groove in T shape and that be made up of corner brace link slot and buckle socket superposition，Symmetrical above and belowly by two aluminium alloy corner braces of each self-retaining of tapping screw in the corner brace link slot of the described aluminium alloy main member left and right sides，An entablature is jointly connected by tapping screw by the aluminium alloy corner brace on top, the left and right sides between adjacent two of described aluminium alloy main member，A sill is jointly connected by tapping screw by the aluminium alloy corner brace of bottom, the left and right sides between adjacent two of described aluminium alloy main member，Described entablature is identical with Lower Crossbeam Structure shape，The most oppositely arranged，It is symmetrical that its morpheme of mouth put by the glass arranged on entablature and sill，Sill glass is put the upper surface of mouth and is provided with rubber cushion blocks，Toughened rubber-laminated vacuum glass is laid above rubber cushion blocks，Toughened rubber-laminated vacuum glass is fixed on entablature and sill by two crossbeam profiles，The both sides of toughened rubber-laminated vacuum glass are all in the buckle socket of aluminium alloy main member，Described assemble aluminium alloy main member、The entablature connected between adjacent two square steel columns and adjacent two square steel columns of upright fastening cover、Sill and toughened rubber-laminated vacuum glass constitute a fence unit structure；
Described handrail steel plate connects aluminum alloy guard handrails by tapping screw is fixing, described aluminum alloy guard handrails handrail buckle is arranged below, described handrail steel plate, aluminum alloy guard handrails, handrail buckle and some square steel columns collectively form armrest；
Described some fence unit structures and armrest collectively form skyscraper glass guardrail system.
Skyscraper glass guardrail system of the present invention, wherein said upright fastening cover is fastened and connected by the adaptive plug of the adaptive socket of both sides with aluminium alloy main member both sides, described handrail buckle is fastened and connected by the adaptive socket of the adaptive plug of both sides with aluminum alloy guard handrails both sides, all be provided with column buckle between described entablature and handrail buckle and between sill and pre-buried structure part in the aluminium alloy main member left and right sides, described column buckle is fastened and connected by the buckle socket of the adaptive plug of both sides with aluminium alloy main member.
Skyscraper glass guardrail system of the present invention, it is laid with rubber cushion blocks between wherein said aluminum alloy guard handrails and handrail steel plate, all laying rubber cushion blocks between four cylinders of described square steel column and aluminium alloy main member and the binding face of upright fastening cover, described rubber cushion blocks thickness is 2mm.
Skyscraper glass guardrail system of the present invention, wherein said toughened rubber-laminated vacuum glass two sides and entablature or, the junction of sill and crossbeam profile be equipped with fluid sealant and foam rods.
Another object of the present invention is the construction method providing skyscraper glass guardrail system, the construction method of the skyscraper glass guardrail system of the present invention through the following steps that complete, including:
Step 1, carry out azimuthal measurement and draw skyscraper glass guardrail system construction and various aluminium alloy element and manufacture pattern,
Step 2, each aluminium alloy element of skyscraper glass guardrail system manufactures pattern being supplied to aluminium alloy element manufacturing firm, aluminium alloy element manufacturing firm manufactures configurations mould according to aluminium alloy element and die sinking produces,
Step 3, manufacture pattern buying aluminium alloy component, square steel section bar and various related accessory material according to aluminium alloy element and be transported to raw material job shop,
The processing of manuscript paper size is pressed by step 4, raw material job shop, numbers, related personnel check and accept and be dispensed into job site after completing the processing of each assembly,
Step 5, carry out according to skyscraper glass guardrail system construction pattern skyscraper glass guardrail system install:
First carry out steel beam column welding according to construction pattern, square steel column is welded with pre-buried structure part by the lattice size of construction pattern, then by handrail Plate Welding in square steel column upper end,
Being connected by tapping screw and square steel column are fixing by aluminium alloy main member afterwards, pad 2mm rubber cushion blocks makees preservative treatment therebetween,
The corner brace mouth of connecting trough being provided with by aluminium alloy main member, entablature sill, entablature, sill, aluminium alloy main member aluminium alloy corner brace are combined, and it is spacing to utilize tapping screw to fix, after entablature, sill are installed, aluminium alloy main member buckles upright fastening cover
Being connected with handrail Interal fixation by tapping screw by aluminum alloy guard handrails, aluminum alloy guard handrails makees preservative treatment by padding 2mm rubber cushion blocks between tapping screw and handrail steel plate, then buckles aluminium alloy handrail buckle,
Before toughened rubber-laminated vacuum glass is installed, first rubber cushion blocks is arranged on sill, then toughened rubber-laminated vacuum glass is placed into position, then buckles crossbeam profile,
After having adjusted toughened rubber-laminated vacuum glass installation site, toughened rubber-laminated vacuum glass is respectively provided with fluid sealant and foam rods with the junction of entablature, sill and crossbeam profile, finally fastens the column buckle of entablature, sill dual-side,
Step 6, payment inspection, carry out engineering delivery after acceptance(check).
Skyscraper glass guardrail system of the present invention and construction method difference from prior art are that skyscraper glass guardrail system of the present invention is according to pattern lattice size, some one-tenth lines and uniform pre-buried structure part of building structure weld 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 alloy main member is split type buckle closure combinative structure with column buckle, aluminum alloy guard handrails with handrail buckle, in order to the repair demolition in engineering later stage.It is designed with corner brace mouth of connecting trough, it is simple to aluminium alloy corner brace connects, and in-site installation simplicity in turn ensure that quality of connection on entablature, sill, aluminium alloy main member.Toughened rubber-laminated vacuum glass utilizes crossbeam profile to be arranged on lower and upper cross-member, beneficially the renewing of broken glass.The skyscraper glass guardrail system of the present invention forms steel and aluminum combined structure, for high-rise step or the observation deck periphery of skyscraper.It is reasonable in design, and various components produce all in accordance with drawing standardization, and system installation accuracy and quality are high, and the site operation cycle is short, it is easy to later period maintenance with change.
Below in conjunction with the accompanying drawings the skyscraper glass guardrail system of the present invention is described further.
Accompanying drawing explanation
Fig. 1 is the 3 d effect graph of skyscraper 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 skyscraper glass guardrail system.
Fig. 3 is that the A in Fig. 1 is to cross-sectional view.
Fig. 4 is that the B in Fig. 1 is to cross-sectional view.
Fig. 5 is the component decomposing schematic representation of steel and aluminum combined framing structure and entablature.
Fig. 6 is the component decomposing schematic representation of steel and aluminum combined framing structure and sill.
Fig. 7 is the component decomposing schematic representation of armrest.
Fig. 8 is armrest assembling effect schematic diagram.
Detailed description of the invention
As in figure 2 it is shown, the skyscraper glass guardrail system of the present invention include aluminium alloy 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 line pre-buried structure part 16.
As shown in Figure 1 and Figure 2, in the skyscraper 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 alloy main member 8.Aluminium alloy 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 at front cylinder.
The left and right sides of aluminium alloy main member 8 is the most symmetrically respectively provided with its notch transverse section elongated groove in T shape and that be made up of corner brace link slot 8.1 and buckle socket 8.2 superposition.Symmetrical above and belowly by two aluminium alloy corner braces 4 of each self-retaining of tapping screw 2 in aluminium alloy main member 8 left and right sides corner brace link slot 8.1.An entablature 5 is jointly connected by tapping screw 2 by the aluminium alloy corner brace 4 on top, the left and right sides between adjacent two of aluminium alloy main member 8；A sill 15 is jointly connected by tapping screw 2 by the aluminium alloy corner brace 4 of bottom, the left and right sides between adjacent two of aluminium alloy main member 8.Entablature 5 is identical with sill 15 planform, the most oppositely arranged.It is symmetrical that its morpheme of mouth put by the glass arranged on entablature 5 and sill 15.Sill 15 glass is put the upper surface of mouth and is provided with rubber cushion blocks 14, lays toughened rubber-laminated vacuum glass 7 above rubber cushion blocks 14.Toughened rubber-laminated vacuum glass 7 is fixed on entablature 5 and sill 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 alloy main member 8.The entablature 5, sill 15 and the toughened rubber-laminated vacuum glass 7 that assemble aluminium alloy main member 8, connect between adjacent two square steel columns 10 of upright fastening cover 9 and adjacent two square steel columns 10 constitute a fence unit structure (referring to Fig. 1).
As shown in Fig. 2, Fig. 7, Fig. 8, handrail steel plate 12 connects aluminum alloy guard handrails 1 by tapping screw 2 is fixing.Aluminum alloy guard handrails 1 handrail buckle 3 is arranged below.Handrail steel plate 12, aluminum alloy guard handrails 1, handrail buckle 3 and some square steel columns 10 collectively form armrest.
As it is shown in figure 1, some fence unit structures and armrest collectively form skyscraper glass guardrail system.
As shown in Fig. 2, Fig. 3, Fig. 4, Fig. 5, Fig. 6, upright fastening cover 9 is fastened and connected by the adaptive plug of the adaptive socket of both sides with aluminium alloy main member 8 both sides.Handrail buckle 3 is fastened and connected by the adaptive socket of the adaptive plug of both sides with aluminum alloy guard handrails 1 both sides.All be provided with column buckle 11 between entablature 5 and handrail buckle 3 and between sill 15 and pre-buried structure part 16 in aluminium alloy main member 8 left and right sides, column buckle 11 is fastened and connected by the buckle socket 8.2 of the adaptive plug of both sides with aluminium alloy 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 cushion blocks 14 of 2mm.Between four cylinders and the binding face of aluminium alloy main member 8 and upright fastening cover 9 of square steel column 10, equal applied thickness is the rubber cushion blocks 14 of 2mm.
As in Figure 2-4, the two sides of toughened rubber-laminated vacuum glass 7 and entablature 5 or be equipped with fluid sealant and foam rods 13 with sill junction.
The construction method of the skyscraper glass guardrail system of the present invention is completed by following steps:
Step 1, carry out azimuthal measurement and draw skyscraper glass guardrail system construction and various aluminium alloy element and manufacture pattern,
Step 2, each aluminium alloy element of skyscraper glass guardrail system manufactures pattern being supplied to aluminium alloy element manufacturing firm, aluminium alloy element manufacturing firm manufactures configurations mould according to aluminium alloy element and die sinking produces,
Step 3, manufacture pattern buying aluminium alloy component, square steel section bar and various related accessory material according to aluminium alloy element and be transported to raw material job shop,
The processing of manuscript paper size is pressed by step 4, raw material job shop, numbers, related personnel check and accept and be dispensed into job site after completing the processing of each assembly,
Step 5, carry out according to skyscraper glass guardrail system construction pattern skyscraper glass guardrail system install:
First carry out steel beam column welding according to construction pattern, square steel column 10 welded with pre-buried structure part 16 by the lattice size of construction pattern, then handrail steel plate 12 is welded on square steel column 10 upper end,
Being connected by tapping screw 2 is fixing with square steel column 10 by aluminium alloy main member 8 afterwards, pad 2mm rubber cushion blocks 14 makees preservative treatment therebetween,
The corner brace mouth of connecting trough being provided with by aluminium alloy main member 8, entablature 5 sill 15, entablature 5, sill 15, aluminium alloy main member 8 aluminium alloy corner brace 4 are combined, and it is spacing to utilize tapping screw 2 to fix, after entablature 5, sill 15 are installed, aluminium alloy main member 8 is buckled upright fastening cover 9
Being connected by tapping screw 2 is fixing with handrail steel plate 12 by aluminum alloy guard handrails 1, aluminum alloy guard handrails 1 makees preservative treatment by padding 2mm rubber cushion blocks 14 between tapping screw 2 and handrail steel plate 12, then buckles aluminium alloy handrail buckle 3,
Before toughened rubber-laminated vacuum glass 7 is installed, first rubber cushion blocks 2 is arranged on sill 15, then toughened rubber-laminated vacuum glass 7 is placed into position, then buckles crossbeam profile 6,
After having adjusted toughened rubber-laminated vacuum glass 7 installation site, toughened rubber-laminated vacuum glass 7 is respectively provided with fluid sealant and foam rods 13 with the junction of entablature 5, sill 15 and crossbeam profile 6, finally fastens entablature 5, the column buckle 11 of sill 15 dual-side,
Step 6, payment inspection, carry out engineering delivery after acceptance(check).
Embodiment described above is only to be described the preferred embodiment of the present invention; not the scope of the present invention is defined; on the premise of designing spirit without departing from the present invention; various deformation that technical scheme is made by those of ordinary skill in the art and improvement, all should fall in the protection domain that claims of the present invention determines.
Claims (3)
1. the construction method of a skyscraper glass guardrail system, it is characterised in that comprise the following steps in method:
Step 1, carry out azimuthal measurement and draw skyscraper glass guardrail system construction and various aluminium alloy element and manufacture pattern,
Step 2, each aluminium alloy element of skyscraper glass guardrail system manufactures pattern being supplied to aluminium alloy element manufacturing firm, aluminium alloy element manufacturing firm manufactures configurations mould according to aluminium alloy element and die sinking produces,
Step 3, manufacture pattern buying aluminium alloy component, square steel section bar and various related accessory material according to aluminium alloy element and be transported to raw material job shop,
The processing of manuscript paper size is pressed by step 4, raw material job shop, numbers, related personnel check and accept and be dispensed into job site after completing the processing of each assembly,
Step 5, carry out according to skyscraper glass guardrail system construction pattern skyscraper glass guardrail system install:
First carry out steel beam column welding according to construction pattern, square steel column (10) welded with pre-buried structure part (16) by the lattice size of construction pattern, then handrail steel plate (12) is welded on square steel column (10) upper end,
Being connected by tapping screw (2) and square steel column (10) are fixing by aluminium alloy main member (8) afterwards, preservative treatment made by pad 2mm rubber cushion blocks (14) therebetween,
The corner brace mouth of connecting trough being provided with by aluminium alloy main member (8), entablature (5), sill (15), by entablature (5), sill (15), aluminium alloy main member (8) aluminium alloy corner brace (4) combination, and utilize tapping screw (2) fixing spacing, after entablature (5), sill (15) are installed, aluminium alloy main member (8) is buckled upright fastening cover (9)
Aluminum alloy guard handrails (1) is connected by tapping screw (2) and handrail steel plate (12) are fixing, aluminum alloy guard handrails (1) makees preservative treatment by padding 2mm rubber cushion blocks (14) between tapping screw (2) and handrail steel plate (12), then aluminium alloy handrail buckle (3) is buckled
Before toughened rubber-laminated vacuum glass (7) is installed, first rubber cushion blocks (14) is arranged on sill (15), then toughened rubber-laminated vacuum glass (7) is placed into position, then buckles crossbeam profile (6),
After having adjusted toughened rubber-laminated vacuum glass (7) installation site, toughened rubber-laminated vacuum glass (7) is respectively provided with fluid sealant and foam rods (13) with the junction of entablature (5), sill (15) and crossbeam profile (6), finally fasten the column buckle (11) of entablature (5), sill (15) dual-side
Step 6, payment inspection, carry out engineering delivery after acceptance(check)；
Wherein, described skyscraper glass guardrail system, including aluminium alloy 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 line pre-buried structure part (16), the upper square steel column (10) welding a rectangle of described each pre-buried structure part (16), a handrail steel plate (12) is welded on square steel column (10) top of some one-tenth lines jointly；
Be fastened and connected on the rear cylinder of described square steel column (10) and both sides cylinder aluminium alloy main member (8) jointly, described aluminium alloy 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) at front cylinder；
nullThe left and right sides of described aluminium alloy main member (8) is the most symmetrically respectively provided with its notch transverse section elongated groove in T shape and that be made up of corner brace link slot (8.1) and buckle socket (8.2) superposition，Symmetrical above and belowly by two aluminium alloy corner braces (4) of tapping screw (2) each self-retaining in described aluminium alloy main member (8) left and right sides corner brace link slot (8.1)，By the aluminium alloy corner brace (4) on top, the left and right sides by tapping screw (2) piece entablature (5) of connection jointly between adjacent two of described aluminium alloy main member (8)，By the aluminium alloy corner brace (4) of bottom, the left and right sides by tapping screw (2) piece sill (15) of connection jointly between adjacent two of described aluminium alloy main member (8)，Described entablature (5) is identical with sill (15) planform，The most oppositely arranged，It is symmetrical that its morpheme of mouth put by entablature (5) and the upper glass arranged of sill (15)，Sill (15) glass is put the upper surface of mouth and is provided with rubber cushion blocks (14)，Toughened rubber-laminated vacuum glass (7) is laid above rubber cushion blocks (14)，Toughened rubber-laminated vacuum glass (7) is fixed on entablature (5) and sill (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 alloy main member (8)，Described assemble aluminium alloy main member (8)、The entablature (5) connected between adjacent two square steel columns (10) and adjacent two square steel columns (10) of upright fastening cover (9)、Sill (15) and toughened rubber-laminated vacuum glass (7) constitute a fence unit structure；
Described handrail steel plate (12) connects aluminum alloy guard handrails (1) by tapping screw (2) is fixing, described aluminum alloy guard handrails (1) handrail buckle (3) is arranged below, described handrail steel plate (12), aluminum alloy guard handrails (1), handrail buckle (3) and some square steel columns (10) collectively form armrest；
Described some fence unit structures and armrest collectively form skyscraper glass guardrail system.
The construction method of skyscraper glass guardrail system the most according to claim 1, it is characterized in that: described upright fastening cover (9) is fastened and connected by the adaptive plug of the adaptive socket of both sides with aluminium alloy main member (8) both sides, described handrail buckle (3) is fastened and connected by the adaptive socket of the adaptive plug of both sides with aluminum alloy guard handrails (1) both sides, all it is provided with column buckle (11) in aluminium alloy main member (8) left and right sides between described entablature (5) and handrail buckle (3) and between sill (15) and pre-buried structure part (16), described column buckle (11) is fastened and connected by the buckle socket (8.2) of the adaptive plug of both sides with aluminium alloy main member (8).
The construction method of skyscraper glass guardrail system the most 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 cushion blocks (14), all laying rubber cushion blocks (14) between four cylinders and the binding face of aluminium alloy main member (8) and upright fastening cover (9) of described square steel column (10), described rubber cushion blocks (14) thickness is 2mm.
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| CN201410832455.XA CN104533035B (en) | 2014-12-29 | 2014-12-29 | The construction method of skyscraper glass guardrail |
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| CN201410832455.XA CN104533035B (en) | 2014-12-29 | 2014-12-29 | The construction method of skyscraper glass guardrail |
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| CN104533035A CN104533035A (en) | 2015-04-22 |
| CN104533035B true CN104533035B (en) | 2016-11-23 |
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| 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 |
Family Cites Families (6)
| 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 |
| 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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