CN108360770A - The construction method of skyscraper glass guardrail - Google Patents
The construction method of skyscraper glass guardrail Download PDFInfo
- Publication number
- CN108360770A CN108360770A CN201810191610.2A CN201810191610A CN108360770A CN 108360770 A CN108360770 A CN 108360770A CN 201810191610 A CN201810191610 A CN 201810191610A CN 108360770 A CN108360770 A CN 108360770A
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- Prior art keywords
- column
- glass
- connector
- guardrail
- skyscraper
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 239000011521 glass Substances 0.000 title claims abstract description 100
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 238000009434 installation Methods 0.000 claims abstract description 23
- 238000013461 design Methods 0.000 claims description 24
- 238000004519 manufacturing process Methods 0.000 claims description 12
- 238000012790 confirmation Methods 0.000 claims description 8
- 238000003466 welding Methods 0.000 claims description 8
- 238000004140 cleaning Methods 0.000 claims description 6
- 239000003344 environmental pollutant Substances 0.000 claims description 4
- 230000007935 neutral effect Effects 0.000 claims description 4
- 231100000719 pollutant Toxicity 0.000 claims description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 230000003321 amplification Effects 0.000 claims description 3
- 239000007864 aqueous solution Substances 0.000 claims description 3
- 230000004907 flux Effects 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 238000003199 nucleic acid amplification method Methods 0.000 claims description 3
- 238000012545 processing Methods 0.000 claims description 3
- 230000008602 contraction Effects 0.000 claims description 2
- 238000011900 installation process Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 238000010408 sweeping Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
- E04F11/1817—Connections therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
- E04F11/1851—Filling panels, e.g. concrete, sheet metal panels
- E04F11/1853—Glass panels
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/18—Balustrades; Handrails
- E04F11/181—Balustrades
- E04F11/1817—Connections therefor
- E04F2011/1831—Connections therefor between balustrade filling members, e.g. panels, and balustrade posts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a kind of construction methods of skyscraper glass guardrail,Belong to the realm of building construction,The fixed form for solving existing glass guardrail is usually that connector is arranged on the inside of two root posts,Then completion is bolted with corresponding connector in the both sides of glass to fix,Whole installation process is very cumbersome,Serious the problem of constraining high-volume glass guardrail installation effectiveness,Its key points of the technical solution are that successively by doubling glass,Fixing piece contraposition is installed in sliding slot,The contraposition installation to doubling glass can be realized,A kind of construction method of skyscraper glass guardrail disclosed by the invention,Doubling glass is when mounted,Successively by doubling glass,Fixing piece contraposition is installed in sliding slot,The contraposition installation to doubling glass can be realized,Operation is more simple,And the both sides of doubling glass may be contained in sliding slot,Firmness of the connection is good.
Description
Technical field
The present invention relates to building guardrail, more particularly to a kind of construction method of skyscraper glass guardrail.
Background technology
Glass guardrail is to be equipped with the guardrail of the other materials structure such as metal, wooden using glass as plane materiel, and glass guardrail is beautiful
Generous, firm wind resistance is main advantage, relatively more universal in Modern Residence, is decoration modern guardrail product of good performance, fits
For places such as residential quarters, villa, industrial park, institutional settings.
Currently, the fixed form of glass guardrail is usually that connector is arranged on the inside of two root posts in the market, then
Completion is bolted with corresponding connector in the both sides of glass to fix, when using above-mentioned fixed structure, to connector
Intensity requirement is very high, and the excessive beauty for influencing glass guardrail of connector setting, the structural strength that very few glass guardrail is arranged is relatively low,
Safety is bad, and connector is fixedly installed on column by bolt, then is fixed glass and connector by bolt, entire to pacify
Dress process is very cumbersome, seriously constrains the efficiency when installation of high-volume glass guardrail.
Invention content
The object of the present invention is to provide a kind of construction methods of skyscraper glass guardrail, solve existing glass guardrail knot
The problem of structure intensity is bad and complex installation process.
The present invention above-mentioned technical purpose technical scheme is that：
A kind of construction method of skyscraper glass guardrail, includes the following steps：
Step 1: carrying out azimuthal measurement and drawing the design drawing of skyscraper glass guardrail and various component manufacture figures
Sample；
Step 2: the various components manufacture pattern of skyscraper glass guardrail is supplied to aluminium alloy manufacturing firm, manufactory
Family scales up pattern according to manufacture pattern, and makes each component respectively according to the actual size of amplification pattern, including column,
Connector between upper layer handrail, column and upper layer handrail and the fixing piece that glass position is limited on column；
Step 3: being numbered after completing each component processing, and is checked and accepted by related personnel and be dispensed into construction site；
Step 4: before glass guardrail installation, first check for whether guardrail installation site is consistent with design drawing, after confirmation meets
It can start the installation operation of glass guardrail；
Step 5: check each plan-position and absolute altitude, after confirmation meets the design plane and elevation dimension of each column of glass guardrail,
Column in place and is secured by bolts in by design requirement on built-in fitting one by one according to line；It is answered when glass guardrail column is installed
Each root post of each section initial and end is installed first, each root post of initial and end is accurately controlled, accurately controls the vertical of initial and end column
Head and the tail column can be fixed on respective correspondence by degree, top absolute altitude and plan-position, confirmation after meeting design requirement by screw
Built-in fitting on；
Step 6: respectively in two filaments in the top of initial and end column and outer side elevation tensioning, in this, as each vertical between initial and end
The position baseline of column meets design requirement with the plan-position in place and elevation location that ensure each column；
Step 7: carrying out the installation of doubling glass, doubling glass contraposition is connected between two columns for sliding peace
Clamping gel glass is in the sliding slot that is vertically arranged, and the bottom opening of sliding slot is provided with block, to limit the position of doubling glass；
Step 8: in the top lagen filament of initial and end column, in this, as the positioning of doubling glass between initial and end and fixing piece
Datum line meets design requirement with ensure each doubling glass with regard to bit plane and elevation location, and fixing piece contraposition is plugged in cunning
In slot, and the bottom of fixing piece is made to be connected to the upper surface of doubling glass, side grafting is installed in column；
Step 9: when upper layer handrail is installed, also need prior tensioning filament as datum line, each connector should one by one according to line just
Position, and fixed upper layer handrail by bolt, to ensure that the straightness of upper layer handrail meets design requirement；
It is checked and accepted Step 10: delivering, engineering delivery is carried out after acceptance(check).
Using the above scheme, doubling glass, fixing piece contraposition when mounted, are installed in sliding slot by doubling glass successively,
The contraposition installation to doubling glass can be realized, operation is more simple, and the both sides of doubling glass may be contained in sliding slot, even
It is good to connect firmness.
Preferably, by being welded to connect between the connector and column.
Using the above scheme, the mode of welding is fixed, and the efficiency of welding is higher, and weld strength is high, securely and reliably.
Preferably, being fixedly connected by screw between the connector and column.
Using the above scheme, simple in structure, connection reliability is good, quick construction, convenient for disassembly and assembly.
Preferably, the fixing piece includes horizontal fixed arm and vertical position limit arm, it is provided in the sliding slot of the column
For the locating slot of horizontal fixed arm inserting, and horizontal fixed arm is to be fixedly connected with column.
Using the above scheme, being fixedly connected by horizontal fixed arm and column, realizes the fixation to locating piece, to
The fixation for realizing doubling glass ensure that the reliability and safety of glass guardrail.
Preferably, the centre of the horizontal fixed arm vertically offers location hole, the bottom of the connector
It is wholely set the positioning column being plugged in location hole, when installation, the positioning column of connector is plugged in location hole will fix
Part is fixed.
Using the above scheme, positioning column is plugged in location hole, realizes being fixedly connected for fixing piece, and fixed form
It is relatively simple, it is can be realized while connector is installed to fixed.
Preferably, connector and column consider that the allowance for shrinkage of welding, butt weld are longitudinal when pattern amplifies and makes
Allowance for shrinkage is controlled in 0.3mm/m.
Using the above scheme, welding when in view of welding allowance for shrinkage, to ensure the height one of multiple and column
It causes.
Preferably, doubling glass also needs to carry out cleaning works before delivering, when cleaning, first with impregnating neutral flux
（5% aqueous solution）Wet gauze pollutant is wiped, then wiped clean again with dry gauze.
Using the above scheme, pollutant is wiped by the neutral solution impregnated, then is wiped clean by dry gauze, more
Conducive to the cleaning of doubling glass, sweeping efficiency is improved.
Preferably, there are two the screw settings for being used to be fixedly connected between connector and column.
Using the above scheme, connector and column are fixed by two screws, firmness of the connection is more preferable, safer.
In conclusion the invention has the advantages that：
Doubling glass, fixing piece contraposition when mounted, are installed in sliding slot, you can realize to doubling glass by doubling glass successively
Contraposition installation, operation is more simple, and the both sides of doubling glass may be contained in sliding slot, and firmness of the connection is good.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present embodiment middle-high building glass guardrail；
Fig. 2 is the exploded perspective view of the present embodiment middle-high building glass guardrail；
Fig. 3 is the enlarged diagram at A in Fig. 2.
In figure：1, column；11, sliding slot；12, block；13, locating slot；2, doubling glass；3, connector；31, positioning column；
4, upper layer handrail；5, fixing piece；51, horizontal fixed arm；511, location hole；52, vertical position limit arm.
Specific implementation mode
Below in conjunction with attached drawing, invention is further described in detail.
Present embodiment discloses a kind of skyscraper glass guardrails, as shown in Figure 1, including a plurality of uprights 1, each column
1 both sides are vertically provided with sliding slot 11, and sliding is provided between adjacent two root posts 1 and is installed on two be oppositely arranged
The bottom opening of doubling glass 2 in a sliding slot 11, sliding slot 11 is provided with block 12, to limit the position of doubling glass 2；Column
1 top is fixed with connector 3, and connector 3 can be fixed by welding or the fixed mode of screw with column 1, the present embodiment
Disclosed in connector 3 fixed for screw with column 1, and screw setting there are two；The top of connector 3 is provided with upper layer handrail
4, to further function as the effect of protection.
In conjunction with shown in Fig. 2 and Fig. 3, locating slot 13 is offered in the side of sliding slot 11 on the side wall of column 1, locating slot 13
Depth is more than the depth of sliding slot 11, and the width of locating slot 13 is more than the width of sliding slot 11, fixing piece is fitted in locating slot 13
5,5 L-shaped setting of fixing piece, including horizontal fixed arm 51 and vertical position limit arm 52 is provided with for level in the sliding slot 11 of column 1
The locating slot 13 that fixed arm 51 inserts, and horizontal fixed arm 51 is to be fixedly connected with column 1, wherein the centre of horizontal fixed arm 51
Location hole 511 is vertically offered, the bottom of connector 3 is wholely set the positioning column 31 being plugged in location hole 511,
When installation, the positioning column 31 of connector 3 is plugged in location hole 511 to fix fixing piece 5.
A kind of construction method of above-mentioned skyscraper glass guardrail, includes the following steps：
Step 1: carrying out azimuthal measurement and drawing the design drawing of skyscraper glass guardrail and various component manufacture figures
Sample；
Step 2: the various components manufacture pattern of skyscraper glass guardrail is supplied to aluminium alloy manufacturing firm, manufactory
Family scales up pattern according to manufacture pattern, and makes each component, including column respectively according to the actual size of amplification pattern
1, the connector 3 between upper layer handrail 4, column 1 and upper layer handrail 4 and on column 1 limit glass position fixing piece
5；Wherein connector 3 considers the allowance for shrinkage of welding, butt weld longitudinal contraction surplus with column 1 when pattern amplifies and makes
Control is in 0.3mm/m；The deviation between member parallel linear distance should be controlled within +/- 0.5mm when making, diagonal line
The deviation of geometric dimension should control within +/- 0.1mm, and the deviation of width and length geometric dimension should be controlled +/-
Within 0.5mm；
Step 3: being numbered after completing each component processing, and is checked and accepted by related personnel and be dispensed into construction site；
Step 4: before glass guardrail installation, first check for whether guardrail installation site is consistent with design drawing, after confirmation meets
It can start the installation operation of glass guardrail；
Step 5: check each plan-position and absolute altitude, the design plane and elevation dimension for meeting each column of glass guardrail 1 are confirmed
Afterwards, column 1 in place and is secured by bolts in by design requirement on built-in fitting one by one according to line；Glass guardrail column is installed
Each root post 1 of each section initial and end should be installed first when 1, accurately control each root post 1 of initial and end, it is vertical to accurately control initial and end
Verticality, top absolute altitude and the plan-position of column 1, confirmation can be fixed head and the tail column 1 by screw after meeting design requirement
In on corresponding built-in fitting；
Step 6: respectively in two filaments in the top of initial and end column 1 and outer side elevation tensioning, in this, as each vertical between initial and end
The position baseline of column 1 meets design requirement with the plan-position in place and elevation location that ensure each column 1；
Step 7: carrying out the installation of doubling glass 2, the contraposition of doubling glass 2 is connected between two columns 1 for sliding
Installation doubling glass 2 is in the sliding slot 11 being vertically arranged；
Step 8: in the top lagen filament of initial and end column 1, in this, as determining for doubling glass between initial and end 2 and fixing piece 5
Position datum line meets design requirement with regard to bit plane and elevation location with ensure each doubling glass 2, fixing piece 5 is aligned and is inserted
In in sliding slot 11, and the bottom of fixing piece 5 is made to be connected to the upper surface of doubling glass 2, side grafting is installed on locating slot 13
It is interior；
Step 9: when upper layer handrail 4 is installed, prior tensioning filament is also needed as datum line, each connector 3 should be one by one according to line
In place, and after the positioning column 31 of 3 bottom of connector is plugged in location hole 511, upper layer handrail 4 is fixed by bolt, with true
The straightness for protecting upper layer handrail 4 meets design requirement；
Step 10: cleaning works, first with impregnating neutral flux（5% aqueous solution）Wet gauze by the pollutant on doubling glass 2
It wipes, is then wiped clean again with dry gauze；
It is checked and accepted Step 11: delivering, engineering delivery is carried out after acceptance(check).
Doubling glass when mounted, by successively by doubling glass, fixing piece contraposition be installed in sliding slot, you can realize pair
The contraposition of doubling glass is installed, and operation is more simple, and the both sides of doubling glass may be contained in sliding slot, firmness of the connection
It is good.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, people in the art
Member can as needed make the present embodiment the modification of not creative contribution after reading this specification, but as long as at this
It is all protected by Patent Law in the right of invention.
Claims (8)
1. a kind of construction method of skyscraper glass guardrail, it is characterized in that：Include the following steps：
Step 1: carrying out azimuthal measurement and drawing the design drawing of skyscraper glass guardrail and various component manufacture figures
Sample；
Step 2: the various components manufacture pattern of skyscraper glass guardrail is supplied to aluminium alloy manufacturing firm, manufactory
Family scales up pattern according to manufacture pattern, and makes each component, including column respectively according to the actual size of amplification pattern
（1）, upper layer handrail（4）, column（1）With upper layer handrail（4）Between connector（3）And it is located at column（1）Upper limitation glass
The fixing piece of position（5）；
Step 3: being numbered after completing each component processing, and is checked and accepted by related personnel and be dispensed into construction site；
Step 4: before glass guardrail installation, first check for whether guardrail installation site is consistent with design drawing, after confirmation meets
It can start the installation operation of glass guardrail；
Step 5: checking each plan-position and absolute altitude, confirmation meets each column of glass guardrail（1）Design plane and elevation dimension
Afterwards, according to line by column（1）It is in place one by one and be secured by bolts on built-in fitting by design requirement；It is vertical that glass guardrail is installed
Column（1）When each root post of each section initial and end should be installed first（1）, accurately control each root post of initial and end（1）, accurately control
Initial and end column（1）Verticality, top absolute altitude and plan-position, confirmation meets can be by head and the tail column after design requirement（1）It is logical
Screw is crossed to be fixed on corresponding built-in fitting；
Step 6: respectively in initial and end column（1）Two filaments in top and outer side elevation tensioning, in this, as each between initial and end
Column（1）Position baseline, to ensure each column（1）Plan-position in place and elevation location meet design requirement；
Step 7: carrying out doubling glass（2）Installation, by doubling glass（2）Contraposition is connected in positioned at two columns（1）Between use
Doubling glass is installed in sliding（2）In the sliding slot being vertically arranged（11）It is interior, and sliding slot（11）Bottom opening be provided with block
（12）, to limit doubling glass（2）Position；
Step 8: in initial and end column（1）Top lagen filament, in this, as doubling glass between initial and end（2）And fixing piece
（5）Position baseline, to ensure each doubling glass（2）Design requirement is met with regard to bit plane and elevation location, by fixing piece
（5）Contraposition is plugged in sliding slot（11）It is interior, and make fixing piece（5）Bottom be connected to doubling glass（2）Upper surface, side insert
It connects and is installed on column（1）It is interior；
Step 9: upper layer handrail（4）When installation, prior tensioning filament is also needed as datum line, each connector（3）It should one by one
It is in place according to line, and by bolt by upper layer handrail（4）It is fixed, to ensure upper layer handrail（4）Straightness meet design requirement；
It is checked and accepted Step 10: delivering, engineering delivery is carried out after acceptance(check).
2. the construction method of skyscraper glass guardrail according to claim 1, it is characterized in that：The connector（3）With
Column（1）Between by being welded to connect.
3. the construction method of skyscraper glass guardrail according to claim 1, it is characterized in that：The connector（3）With
Column（1）Between be fixedly connected by screw.
4. the construction method of skyscraper glass guardrail according to claim 2 or 3, it is characterized in that：The fixing piece（5）
Including horizontal fixed arm（51）With vertical position limit arm（52）, the column（1）Sliding slot（11）It is inside provided with for horizontal fixed arm
（51）The locating slot of inserting（13）, and horizontal fixed arm（51）With column（1）To be fixedly connected.
5. the construction method of skyscraper glass guardrail according to claim 4, it is characterized in that：The horizontal fixed arm
（51）Centre vertically offer location hole（511）, the connector（3）Bottom be wholely set and be plugged in positioning
Hole（511）Interior positioning column（31）, when installation, connector（3）Positioning column（31）It is plugged in location hole（511）It is interior will fix
Part（5）It is fixed.
6. the construction method of skyscraper glass guardrail according to claim 2, it is characterized in that：Connector（3）With column
（1）When pattern amplifies and makes, consider that the allowance for shrinkage of welding, butt weld longitudinal contraction surplus are controlled in 0.3mm/m.
7. the construction method of skyscraper glass guardrail according to claim 1, it is characterized in that：Doubling glass（2）It delivers
Before also need to carry out cleaning works, when cleaning, first with impregnating neutral flux（5% aqueous solution）Wet gauze pollutant is wiped,
Then it is wiped clean again with dry gauze.
8. the construction method of skyscraper glass guardrail according to claim 3, it is characterized in that：Connector（3）With column
（1）Between for be fixedly connected screw setting there are two.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810191610.2A CN108360770B (en) | 2018-03-08 | 2018-03-08 | Construction method of high-rise building glass guardrail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810191610.2A CN108360770B (en) | 2018-03-08 | 2018-03-08 | Construction method of high-rise building glass guardrail |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108360770A true CN108360770A (en) | 2018-08-03 |
| CN108360770B CN108360770B (en) | 2020-08-21 |
Family
ID=63003995
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810191610.2A Expired - Fee Related CN108360770B (en) | 2018-03-08 | 2018-03-08 | Construction method of high-rise building glass guardrail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108360770B (en) |
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 |
| CN112360076A (en) * | 2020-10-26 | 2021-02-12 | 中铁十四局集团建筑工程有限公司 | Aluminum alloy handrail baffle system with panel convenient to replace and installation method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN203145368U (en) * | 2013-01-13 | 2013-08-21 | 招景棉 | Simple-structure glass metal railing |
| DE202016101078U1 (en) * | 2015-03-03 | 2016-03-24 | Herbert Lechner | railing |
| CN205116454U (en) * | 2015-10-30 | 2016-03-30 | 湖南省金为型材有限公司 | A glass prevents hot wall for sealing building entrance to a cave lower part |
| CN105604261A (en) * | 2016-02-25 | 2016-05-25 | 茹咪娜 | Stable type glass guard bar |
| CN205741905U (en) * | 2016-06-15 | 2016-11-30 | 谢思毅 | A kind of railing of band roller |
-
2018
- 2018-03-08 CN CN201810191610.2A patent/CN108360770B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN203145368U (en) * | 2013-01-13 | 2013-08-21 | 招景棉 | Simple-structure glass metal railing |
| DE202016101078U1 (en) * | 2015-03-03 | 2016-03-24 | Herbert Lechner | railing |
| CN205116454U (en) * | 2015-10-30 | 2016-03-30 | 湖南省金为型材有限公司 | A glass prevents hot wall for sealing building entrance to a cave lower part |
| CN105604261A (en) * | 2016-02-25 | 2016-05-25 | 茹咪娜 | Stable type glass guard bar |
| CN205741905U (en) * | 2016-06-15 | 2016-11-30 | 谢思毅 | A kind of railing of band roller |
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 |
| CN112360076A (en) * | 2020-10-26 | 2021-02-12 | 中铁十四局集团建筑工程有限公司 | Aluminum alloy handrail baffle system with panel convenient to replace and installation method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108360770B (en) | 2020-08-21 |
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Granted publication date: 20200821 |
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