CN105908986A - Construction method of glass daylighting roof protection frame - Google Patents
Construction method of glass daylighting roof protection frame Download PDFInfo
- Publication number
- CN105908986A CN105908986A CN201610346516.0A CN201610346516A CN105908986A CN 105908986 A CN105908986 A CN 105908986A CN 201610346516 A CN201610346516 A CN 201610346516A CN 105908986 A CN105908986 A CN 105908986A
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- framed bent
- vertical rod
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- design
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- 239000011521 glass Substances 0.000 title claims abstract description 53
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 230000001681 protective effect Effects 0.000 claims abstract description 32
- 239000000463 material Substances 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 4
- 238000010408 sweeping Methods 0.000 claims description 5
- 239000000203 mixture Substances 0.000 claims description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 3
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 3
- 241001330002 Bambuseae Species 0.000 claims description 3
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 3
- 239000011425 bamboo Substances 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 4
- 241000743339 Agrostis Species 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010902 straw Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000005336 safety glass Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/30—Safety or protective measures preventing damage to building parts or finishing work during construction against mechanical damage or dirt, e.g. guard covers of stairs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention discloses a construction method of a glass daylighting roof protection frame, which is characterized by comprising the following steps of: (1) positioning and paying off, and determining the installation position of the outer protection grounding frame; (2) pre-burying a base steel plate; (3) set up outer protection and fall to ground frame to fix outer protection frame on basic steel sheet: (4) a safety net is hung on the outer side of the outer protective floor frame; (5) a steel wire mesh layer is erected at the top of the outer protection grounding frame; (6) and paving a hard protective material on the steel wire mesh layer. The invention can be erected in the construction process of the glass daylighting roof, thereby effectively protecting the construction of the glass daylighting roof, saving the construction time, saving the manpower and materials, improving the construction efficiency and being suitable for popularization and application.
Description
Technical field
The present invention relates to a kind of construction, specifically refer to the construction method of a kind of design of glass lighting roof protective frame.
Background technology
The one that circular glass lighting roof protects as architecture enclosing, has been widely used in various building,
Circular glass lighting roof is the key position of building, play daylighting, keep out wind and rain, be incubated, heat insulation, dress
The functions such as decorations, version is various, plays an important role under construction.But at circular glass lighting roof
In work progress, because conventional design of glass lighting roof all designs on annex roofing, relatively near away from main building, and many places
In tower crane handling ability coverage, main building often occurs high-altitude junk, crane hook and handling material
The most often collide design of glass lighting roof, often easily cause glass and pollute and damage；Again because of circular glass lighting roof
The highest, it is relatively large in diameter, typically 20～more than 30m, lighting roof distance from top ground is big
Many at more than 20m, general safeguard procedures all can not effectively protect design of glass lighting roof, and circular glass is adopted
On spire, glass is more smooth, is again curved face type, and workman cannot stand directly on and carry out constructing operation on glass, institute
With generally, it is the direct full connected straw screen or mat of paving rope on circular glass lighting roof, but straw screen or mat can only be prevented
Protect general foreign material, it is impossible to protection falling object from high altitude and crane hook and the collision of handling material, so not reaching
The requirement of circular glass lighting roof finished product protection.During practice of construction, because of the unexpected circular glass caused
Lighting roof pollutes and damage can be found everywhere, and design of glass lighting roof is safety glass in addition, and scene can not process again,
Expert factory processes, and haulage time is longer；Some engineerings are not in place because of the finished product protection of lighting roof, cause a large amount of
Do over again, reprocess, seriously delay the duration, waste of manpower, material.Therefore, it should seek one more added with
Effect, the construction method of circular glass lighting roof finished product protection simpler, more firm.
Summary of the invention
It is an object of the invention to overcome in traditional tall and big circular glass lighting roof protection construction protection less than
Position, the defect of poor durability, it is provided that one not only step is simple and convenient to operate, moreover it is possible to ensure glass lighting
Top is not contaminated, damages, and unnecessary doing over again can be avoided to reprocess, thus can realize the glass of finished product protection
The construction method of lighting roof protective frame.
The present invention is achieved through the following technical solutions:
The construction method of a kind of design of glass lighting roof protective frame, comprises the following steps:
(1) line setting, determines the installation site of outer protection floor stand；
(2) embedded foundation steel plate；
(3) set up outer protection floor stand, and outer protective frame be fixed in base steel plates:
(4) outside protecting floor stand outside hangs safety net；
(5) steel screen layer is set up at the top protecting floor stand outside；
(6) on described steel screen layer, hard protection material is laid.
Further, step (3) China and foreign countries protection floor stand include outer framed bent, middle framed bent, interior framed bent, with
And connect outer framed bent and middle framed bent and the framed bent attachment structure of interior framed bent；Described safety net is arranged on outer framed bent
Outside, described overcoat is connected on outer framed bent.
Wherein, described framed bent attachment structure includes that two groups intersect and are set to bridging chain in the multiple row of string
With the little cross bar being all connected with outer framed bent, middle framed bent and interior framed bent, described interior bridging chain by from down to
On the interior bridging that joins end to end and be connected with outer framed bent, middle framed bent and interior framed bent respectively by little cross bar
Composition.
It is additionally provided with, bottom described outer protection floor stand, the protection being all connected with outer framed bent, middle framed bent and interior framed bent
Floor stand is swept the floor bar, and described protection floor stand bar of sweeping the floor also is connected with the bridging being positioned at bottom outer protective frame
Connect.
Meanwhile, described outer framed bent all includes the leger of vertical rod and connecting upright pole with middle framed bent and interior framed bent,
Described vertical rod is vertically arranged on the ground by base steel plates, and described outer framed bent also includes connecting the vertical of outer framed bent
Bar the waist bar paralleled with leger.
And described outer framed bent also includes that the vertical rod connecting outer framed bent be connected with leger two groups are mutually handed over
Fork is set to the outer bridging chain of multiple row of string, and described outer bridging chain is by joining end to end from bottom to up and passing through
The outer bridging composition that leger is connected with the vertical rod of outer framed bent；The bottom of upright rod of described outer framed bent is additionally provided with
The outer framed bent being connected with the outer bridging being positioned at bottom outer framed bent is swept the floor bar.
Further, step positions according to the shapes and sizes of design of glass lighting roof in (1), away from
The vertical rod position of interior framed bent is determined at 500mm, according to the vertical rod of outer framed bent outside glass lighting top edge
Spacing is that 1.5m carries out line setting, and makes to be positioned on straight line with across 3 interior vertical rods；According to
The spacing of the spacing of framed bent and interior framed bent and middle framed bent and outer framed bent is 1m and carries out middle framed bent and outer framed bent
The line setting of vertical rod.
Further, the top cross protecting floor stand in step (5) outside builds four main ropes,
And by the vertical rod of locked for the end of main rope framed bent outside；Build secondary steel wire rope, secondary steel wire rope the most again
The most locked framed bent outside in end vertical rod on, described main rope collectively constitutes steel wire with secondary steel wire rope
Layer.
In order to the present invention is better achieved, at described outer protection floor stand top every 3 across arranging protection together
Rope, in the vertical rod of the locked framed bent outside in top of protective rope, is fixed on bottom it on bottom surface, protective rope and ground
The angle in face is 70 °～80 °.
In order to ensure effect, described steel screen layer is set to two-layer, and described hard protection material is bamboo springboard or wood
Sole.
The present invention compared with prior art, has the following advantages and beneficial effect:
(1) present invention can set up in design of glass lighting roof work progress, thus effectively cover plate is adopted
The construction of spire, it is to avoid unnecessary do over again, reprocess phenomenon, has saved the engineering time, saved manpower,
Material, improves efficiency of construction.
(2) the outer protection floor stand compact conformation of the present invention, steadiness is good, and its safety coefficient is high, cost
Low, it is simple to operation.
(3) present invention is by stretching wire on the outer protection floor stand top of tall and big circular glass lighting roof
Rope, the most completely paving hard protection material, can effectively protect circular glass lighting roof, it is to avoid unnecessary
Pollution, damage and doing over again of causing is reprocessed.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the present invention.
Fig. 2 is the top view of the outer protection floor stand of the present invention.
Fig. 3 is the top view arranging main rope on the outer protection floor stand of the present invention.
Fig. 4 is the top view arranging steel screen layer on the outer protection floor stand of the present invention.
Fig. 5 is the front view of the outer protection floor stand of the present invention.
Fig. 6 is the front view of the outer framed bent of the present invention.
Fig. 7 is the top view that the vertical rod of the present invention is arranged in base steel plates.
Description of reference numerals: 1 overcoat, 2 guard rails, 3 antiskid cards, 4 protective ropes, 5 vertical rods,
6 legers, 7 little cross bars, 8 design of glass lighting roofs, 9 main ropes, 10 secondary steel wire ropes, 11
Base steel plates, 12 protection floor stands sweep the floor bar, 13 waist bars, 14 safety nets, bridging in 15,
16 outer bridgings, 17 outer framed bents sweep the floor bar, 18 expansion bolts.
Detailed description of the invention
Below in conjunction with embodiment, the present invention is described in further detail, but embodiments of the present invention do not limit
In this.
Embodiment
As shown in Fig. 1～7, the construction method of the design of glass lighting roof protective frame of the present invention, first position
Unwrapping wire, and determine the installation site of outer protection floor stand, then embedded foundation steel plate 11, subsequently can be
Outer protection floor stand is set up on the basis of base steel plates 11.Wherein, outside described outer protection floor stand includes
Framed bent, middle framed bent and interior framed bent, described outer framed bent is and design of glass lighting roof phase with middle framed bent and interior framed bent
The annular coordinated, described middle framed bent is positioned at the inner side of outer framed bent, and described interior framed bent is positioned at the inner side of middle framed bent,
As shown in Figure 2.Described interior framed bent is about 500mm with the spacing of design of glass lighting roof 8, described middle framed bent
It is 1m with the spacing of the spacing of interior framed bent and middle framed bent and outer framed bent, as it is shown in figure 5, described overcoat
1 is connected on outer framed bent, as shown in Figure 3.
Described outer framed bent includes vertical rod 5 and leger 6, as in figure 2 it is shown, described vertical rod 5 is circumferentially positioned at
The outside of design of glass lighting roof 8, described adjacent two vertical rods 5 are connected by leger 6, described leger
6 combinations form an annular closed.Described middle framed bent is all identical, i.e. with outer framed bent with the structure of interior framed bent
Described middle framed bent and interior framed bent the most all include vertical rod 5 and leger 6, standing in described middle framed bent and interior framed bent
Bar 5 is identical with outer framed bent with the set-up mode of leger 6, described middle framed bent with and interior framed bent in vertical rod 5
The quantity of the vertical rod 5 with outer framed bent is identical, described middle framed bent with and interior framed bent in leger 6 and outer framed bent
The quantity of leger 6 the most identical.Each vertical rod 5 in described interior framed bent is all at middle framed bent and outer framed bent
On to there being a corresponding vertical rod 5, the vertical rod 5 corresponding with middle framed bent of the vertical rod 5 in described interior framed bent with
And in outer framed bent corresponding vertical rod 5 collectively constitute be one across, and with being positioned at same across three interior vertical rods 5
On straight line.The spacing of the vertical rod 5 of described outer framed bent is 1.5m, and the spacing of the vertical rod 5 of described middle framed bent is little
In the spacing of the vertical rod 5 of outer framed bent, the vertical rod 5 being smaller than middle framed bent of the vertical rod 5 of described interior framed bent
Spacing, the length of the leger 6 of the most described outer framed bent more than the length of leger 6 of middle framed bent, described in
The length of the leger 6 of framed bent is more than the length of the leger 6 of interior framed bent.
Described outer framed bent is connected by framed bent attachment structure with middle framed bent and interior framed bent, described bent structure
It is connected to in three interior vertical rods 5, as shown in Figure 2.Described framed bent attachment structure includes interior bridging
Chain and little cross bar 7, described little cross bar 7 is horizontally disposed with, and its one end connects the vertical rod 5 of interior framed bent, its another
End connects the vertical rod 5 of outer framed bent, as shown in Figure 5.Described with across two groups of interior cross one another interior bridgings
Chain consists of string, then each bridging chain in corresponding string, and the columns of described interior bridging chain is with interior
The quantity of the vertical rod 5 in framed bent is consistent.Described interior bridging chain by the most end to end multiple in cut
Cutter support 15 composition, as it is shown in figure 5, one end of described interior bridging 15 is connected with the vertical rod 5 of interior framed bent,
The other end of this interior bridging 15 is then connected with the vertical rod 5 of outer framed bent, bridging chain cross-pair in two groups
Two the interior bridgings 15 answered intersect in the vertical rod 5 of middle framed bent, as shown in Figure 5.Described set with across interior
Being equipped with multiple little cross bar 7, the end of described interior bridging 15 is provided with little with what interior bridging 15 was connected
Cross bar 7, in said two, bridging 15 infall is also equipped with the little cross bar being connected with interior bridging 15
7。
It is additionally provided with, bottom described outer protection floor stand, the protection being all connected with outer framed bent, middle framed bent and interior framed bent
Floor stand is swept the floor bar 12, and described protection floor stand bar 12 of sweeping the floor is paralleled, as shown in Figure 5 with little cross bar 7.
Described protection floor stand one end of bar 12 of sweeping the floor is connected with the vertical rod 5 of interior framed bent, with middle framed bent in the middle part of it
Vertical rod 5 be connected, its other end is then connected with the vertical rod 5 of outer framed bent.Meanwhile, described protection is landed
Frame bar 12 of sweeping the floor also is connected with the bridging 15 being positioned at bottom outer protective frame.
For the vertical rod 5 of the outer framed bent of stronger connection, described outer framed bent also includes the vertical rod 5 with outer framed bent
The outer bridging chain being connected, the set-up mode of described outer bridging chain and the set-up mode phase of interior bridging chain
With, the most described outer bridging chain also two groups intersect and be set to string, the outer bridging chain of described string connects
The vertical rod 5 of four outer framed bents, as shown in Figure 6, described outer framed bent is then provided with the outer bridging chain of multiple row.
Described outer bridging chain is connected with the vertical rod 5 of outer framed bent by joining end to end from bottom to up and passing through leger 6
Outer bridging 16 form, described outer bridging 16 is arranged in a crossed manner, and each outer bridging 16 described is then
With four vertical rods 5 on outer framed bent and multiple leger 6 interconnection.Described outer framed bent also includes waist bar 13,
Described waist bar 13 is connected with the vertical rod 5 of outer framed bent, and this waist bar 13 is paralleled with leger 6.
During enforcement, first position according to the shapes and sizes of design of glass lighting roof 8, away from design of glass lighting roof 8
Determine vertical rod 5 position of interior framed bent outside edge at 500mm, according to the spacing of the vertical rod 5 of outer framed bent be
1.5m carries out line setting, and makes to be positioned on straight line with across 3 interior vertical rods；According to middle framed bent with
The spacing of the spacing of interior framed bent and middle framed bent and outer framed bent is 1m and carries out the vertical rod 5 of middle framed bent and outer framed bent
Line setting.Determine interior framed bent can determine behind the position of the vertical rod 5 of middle framed bent and outer framed bent
Vertical rod 5 position embedded foundation steel plate 11, described base steel plates 11 pour into a mould concrete roof time
Carry out pre-buried, the present embodiment can use swell fixture 18 base steel plates 11 be fixed on mixed earth, as
Shown in Fig. 7, then vertical rod 5 is weldingly fixed in base steel plates 11.
The bent structure of outer protection floor stand can be built after fixing vertical rod 5, i.e. build interior bridging 15,
The structures such as little cross bar 7, described outer protection floor stand also can be set up guard rail 2, as shown in Figure 1.Complete
After becoming the building of outer protection floor stand, protect the outside of floor stand outside and also need to draw and set protective rope 4, pass through
Protective rope 4 can make whole outer protection floor stand the most firm by whole outer protection floor stand the most on the ground,
In the present embodiment, protective rope 4 uses steel wire rope.During enforcement, antiskid card is passed through in one end of protective rope 4
3 vertical rod 5 tops being fixed on outer framed bent, its other end then fixes on the ground, as it is shown in figure 1, and institute
State the angle of protective rope 4 and ground formation 70～80 degree, the outer framed bent in the present embodiment stands every three
Bar 5 arranges a root guard rope 4.The outside protecting floor stand the most outside hangs safety net 14, described safety
Net 14 is hung in the vertical rod 5 of outer framed bent, as it is shown in figure 5, the safety net 14 of the present invention uses resistance
Combustion type close mesh safety net.
The top cross protecting floor stand the most outside builds four main ropes 9, and by main rope 9
In the vertical rod 5 of the locked framed bent outside in end.Described four main ropes 9 form the cross knot of " rice " font
Structure, as it is shown on figure 3, described main rope 9 uses the steel wire rope of a diameter of 20mm.Take the most again
Building secondary steel wire rope 10, described secondary steel wire rope 10 rides upon the flat of four main rope 9 tensionings formation in netted
In face, as shown in Figure 4.The steel wire rope of a diameter of 18mm that described secondary steel wire rope 10 uses, this pair steel
The spacing of cord 10 is 1.5～2m, and the concrete spacing of this pair steel wire rope 10 is according to the length of hard protection material
Depending on.In the vertical rod 5 of the most locked framed bent outside in end of this pair steel wire rope 10, described main rope 9 with
Secondary steel wire rope 10 collectively constitutes steel screen layer.
Last hard protection material of laying on described steel screen layer, described steel screen layer and be laid on steel screen layer
On hard protection material collectively constitute overcoat 1, as shown in Figure 1.Described steel screen layer 1 is set to two-layer,
The spacing that this two-layer overcoat 1 is respectively positioned between the top of design of glass lighting roof 8, and this two-layer overcoat 1 is
0.8m.The overcoat 1 of ground floor is positioned at the top 500mm of the peak of design of glass lighting roof 8, and second
The overcoat 2 of layer is positioned at the top 800mm of ground floor overcoat 1.Described hard protection material is bamboo jumping
Plate or wood sole, completely spread hard protection material on steel screen layer and can ensure design of glass lighting roof 8 each operation when constructing
Product is the most contaminated, damage, it is to avoid unnecessary doing over again is reprocessed, and saves duration and material, improves construction
Efficiency.
As it has been described above, just can preferably realize the present invention.
Claims (10)
1. the construction method of a design of glass lighting roof protective frame, it is characterised in that comprise the following steps:
(1) line setting, determines the installation site of outer protection floor stand；
(2) embedded foundation steel plate；
(3) set up outer protection floor stand, and outer protective frame be fixed in base steel plates:
(4) outside protecting floor stand outside hangs safety net；
(5) steel screen layer is set up at the top protecting floor stand outside；
(6) on described steel screen layer, hard protection material is laid.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 1, its feature exists
In: protection floor stand in step (3) China and foreign countries includes outer framed bent, middle framed bent, interior framed bent and connects outer row
Frame and middle framed bent and the framed bent attachment structure of interior framed bent；Described safety net is arranged on the outside of outer framed bent, described
Overcoat is connected on outer framed bent.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 2, its feature exists
In: described framed bent attachment structure include two groups intersect be set in the multiple row of string bridging chain and all with
The little cross bar that outer framed bent, middle framed bent and interior framed bent are connected, described interior bridging chain is by head and the tail from bottom to up
The interior bridging being connected and be connected with outer framed bent, middle framed bent and interior framed bent respectively by little cross bar is formed.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 3, its feature exists
In: it is additionally provided with, bottom described outer protection floor stand, the protection being all connected with outer framed bent, middle framed bent and interior framed bent
Floor stand is swept the floor bar, and described protection floor stand bar of sweeping the floor also is connected with the bridging being positioned at bottom outer protective frame
Connect.
5. according to the construction method of a kind of design of glass lighting roof protective frame described in any one of claim 2～4,
It is characterized in that: described outer framed bent and middle framed bent and interior framed bent all include the big horizontal stroke of vertical rod and connecting upright pole
Bar, described vertical rod is vertically arranged on the ground by base steel plates, and described outer framed bent also includes connecting outer framed bent
Vertical rod and the waist bar paralleled with leger.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 5, its feature exists
Also include that the vertical rod connecting outer framed bent be connected with leger two groups intersect in: described outer framed bent to set
Being set to the outer bridging chain of multiple row of string, described outer bridging chain is by joining end to end from bottom to up and passing through big horizontal stroke
The outer bridging composition that bar is connected with the vertical rod of outer framed bent；The bottom of upright rod of described outer framed bent is additionally provided with and position
The outer framed bent that outer bridging bottom outer framed bent is connected is swept the floor bar.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 6, its feature exists
In: step positions according to the shapes and sizes of design of glass lighting roof in (1), away from glass lighting top margin
Determine the vertical rod position of interior framed bent outside edge at 500mm, be that 1.5m enters according to the spacing of the vertical rod of outer framed bent
Row line setting, and make to be positioned on straight line with across 3 interior vertical rods；According to middle framed bent and interior framed bent
Spacing and middle framed bent are put with the location that the spacing of outer framed bent is the vertical rod that 1m carries out middle framed bent and outer framed bent
Line.
8., according to the construction method of a kind of design of glass lighting roof protective frame described in claim 6 or 7, it is special
Levy and be: the top cross protecting floor stand in step (5) outside builds four main ropes, and will be main
In the vertical rod of the locked framed bent outside in end of steel wire rope；Build secondary steel wire rope, the end of secondary steel wire rope the most again
In the vertical rod of the most locked framed bent outside, described main rope collectively constitutes steel screen layer with secondary steel wire rope.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 8, its feature exists
In: at described outer protection floor stand top every 3 across arranging a root guard rope, the top of protective rope locked
Being fixed on bottom surface in the vertical rod of outer framed bent, bottom it, protective rope is 70 °～80 ° with the angle on ground.
The construction method of a kind of design of glass lighting roof protective frame the most according to claim 9, its feature exists
In: described steel screen layer is set to two-layer, and described hard protection material is bamboo springboard or wood sole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610346516.0A CN105908986B (en) | 2016-05-23 | 2016-05-23 | Construction method of glass daylighting roof protection frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610346516.0A CN105908986B (en) | 2016-05-23 | 2016-05-23 | Construction method of glass daylighting roof protection frame |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105908986A true CN105908986A (en) | 2016-08-31 |
| CN105908986B CN105908986B (en) | 2018-03-13 |
Family
ID=56749670
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610346516.0A Expired - Fee Related CN105908986B (en) | 2016-05-23 | 2016-05-23 | Construction method of glass daylighting roof protection frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105908986B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316633A (en) * | 2018-04-16 | 2018-07-24 | 中国建筑局（集团）有限公司 | Daylighting roof operation platform and construction method |
| CN111749450A (en) * | 2020-06-30 | 2020-10-09 | 武汉一冶建筑安装工程有限责任公司 | Safety protection construction method for large-span cast-in-situ dome |
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| CN201221206Y (en) * | 2008-07-02 | 2009-04-15 | 中铁四局集团第五工程有限公司 | Movable anti-electricity protection shed rack |
| CN201581652U (en) * | 2010-01-19 | 2010-09-15 | 荆学 | Building safety protective shed |
| US20110226166A1 (en) * | 2010-03-19 | 2011-09-22 | Recon International FZE | Overhead protection system |
| CN203961300U (en) * | 2014-07-23 | 2014-11-26 | 中建四局第五建筑工程有限公司 | Tool-type passage |
| CN204040509U (en) * | 2014-08-11 | 2014-12-24 | 中国建筑第七工程局有限公司 | Job site regulates assembled Novel protective canopy |
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2016
- 2016-05-23 CN CN201610346516.0A patent/CN105908986B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201221206Y (en) * | 2008-07-02 | 2009-04-15 | 中铁四局集团第五工程有限公司 | Movable anti-electricity protection shed rack |
| CN201581652U (en) * | 2010-01-19 | 2010-09-15 | 荆学 | Building safety protective shed |
| US20110226166A1 (en) * | 2010-03-19 | 2011-09-22 | Recon International FZE | Overhead protection system |
| CN203961300U (en) * | 2014-07-23 | 2014-11-26 | 中建四局第五建筑工程有限公司 | Tool-type passage |
| CN204040509U (en) * | 2014-08-11 | 2014-12-24 | 中国建筑第七工程局有限公司 | Job site regulates assembled Novel protective canopy |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108316633A (en) * | 2018-04-16 | 2018-07-24 | 中国建筑局（集团）有限公司 | Daylighting roof operation platform and construction method |
| CN108316633B (en) * | 2018-04-16 | 2024-04-05 | 中国建筑一局(集团)有限公司 | Daylighting roof operation platform and construction method |
| CN111749450A (en) * | 2020-06-30 | 2020-10-09 | 武汉一冶建筑安装工程有限责任公司 | Safety protection construction method for large-span cast-in-situ dome |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105908986B (en) | 2018-03-13 |
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