CN106193316A - Integral jacking platform box beam assembled protection system - Google Patents
Integral jacking platform box beam assembled protection system Download PDFInfo
- Publication number
- CN106193316A CN106193316A CN201610551552.0A CN201610551552A CN106193316A CN 106193316 A CN106193316 A CN 106193316A CN 201610551552 A CN201610551552 A CN 201610551552A CN 106193316 A CN106193316 A CN 106193316A
- Authority
- CN
- China
- Prior art keywords
- box beam
- platform
- support box
- protection system
- draconis
- Prior art date
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Ladders (AREA)
Abstract
The invention discloses a kind of integral jacking platform box beam assembled protection system, including: two the first protective platforms, it is respectively arranged at top and the bottom of the upper support box beam of lifting platform support box beam, forms working space between two the first protective platforms and be provided with for the first current cat ladder;Two the second protective platforms, are respectively arranged at top and the bottom of the lower support box beam of lifting platform support box beam, form working space and be provided with for the second current cat ladder between two the second protective platforms;Access staircase, is fixedly arranged in support box beam, is used for connecting support box beam and lower support box beam.It is operator by the first protective platform and the second protective platform and provides the working space of abundance, but also can be realized by cat ladder current.Can be realized current between upper support box beam and lower support box beam by access staircase, access staircase can promote with upper support box beam and lifting platform, and can adapt to the jacking step pitch that platform is different.
Description
Technical field
The present invention relates to technical field of building construction, refer in particular to a kind of integral jacking platform box beam assembled protection
System.
Background technology
Along with the raising of construction technology, high-rise building gets more and more.In order to accelerate speed of application, Super High Core Walls Structure erects
Integral jacking platform (backform) is mostly used to structure construction formwork system.Integral jacking platform is that one is applicable to Super High and builds
Build, the formwork system that can certainly climb.The support system of lifting platform is mainly made up of column and upper and lower support box beam.Upper and lower
Support box beam is positioned in Core Walls Structure, is held in the hole that shear wall is reserved by telescopic little bracket.
Core Walls Structure construction is typically all vertical wall body structure top standard's structure and constructs in advance, and both construct asynchronous causing
Vertical there is certain height difference with level to operation side, cause the upper and lower support box beam to be in high-altitude, in addition can be sharp in box beam
Narrow and small with free air anomaly, lifting platform jacking and daily to maintenance and inspection such as jack-up system, column, box beams time be all not easy to
Operation, abnormally dangerous during operation.Additionally, after horizontal structure during construction, in Core Walls Structure, easily there is falling object from high altitude in box beam position, right
Horizontal structure crossed construction operating personnel's life security causes the biggest threat, there is serious potential safety hazard.
Existing mostly being for integral jacking platform box beam safeguard procedures sets up steel pipe scaffold temporarily, hangs safety
Net, completely spreads scaffold board.This kind of method has the disadvantage that steel pipe protection installation, dismounting operation are loaded down with trivial details, sets up difficulty;Although energy
Enough play certain protection effect, but protect imprecision, falling object from high altitude easily occurs;Owing to platform uses the time longer, safety
Net etc. need to often be changed;Between upper and lower support box beam, passage uses steel pipe to set up packway, due to lifting platform each jacking step pitch
The most identical, cause packway to set up difficulty and walking disorder, abnormally dangerous, potential safety hazard is big;These safeguard procedures are overall simultaneously
Image effect is poor.Seeing shown in Fig. 1~Fig. 3, Fig. 1 is the front elevation view of the support box beam of existing integral jacking platform.Fig. 2
It it is the plane graph of the support box beam of existing integral jacking platform.Fig. 3 is the side of the support box beam of existing integral jacking platform
Elevation.As shown in FIG. 1 to 3, it is shown that integral jacking platform 91, platform column 92, hydraulic jack 93, hanger 94, shearing
Position relationship between wall 95 and upper support box beam 96, lower support box beam 97, upper support box beam 96 and lower support box beam 97 are divided
It is not provided with box beam small oil tank 98.Upper support box beam 96 and lower support box beam 97 stretch into and are shelved on the shear wall 95 of advance reservation
In hole.There is a certain distance between upper support box beam 96 and hanger and lower support box beam 97, be unfavorable for walking.Upper support case
Beam 96 and lower support box beam 97 are all in high aerial, and owing to supporting available narrow space in box beam, operation is the most up
Just and work high above the ground is abnormally dangerous.
In order to solve current technical scheme exist defect, it is necessary to design one safely, be easy to operation, image effective
Support box beam guard system.
Summary of the invention
In order to solve in above-mentioned prior art conventional support box beam guard system peace and tear that operation is loaded down with trivial details open, protection imprecision,
Use the defect such as inconvenience, overall image weak effect, the invention provides a kind of integral jacking platform box beam assembled protection
System, including:
Two the first protective platforms, are respectively arranged at top and the bottom of the upper support box beam of lifting platform support box beam,
Form working space between two described first protective platforms and be provided with for the first current cat ladder;
Two the second protective platforms, are respectively arranged at top and the bottom of the lower support box beam of lifting platform support box beam,
Form working space between two described second protective platforms and be provided with for the second current cat ladder;
Access staircase, is fixedly arranged in described upper support box beam, is used for connecting described upper support box beam and described lower support case
Beam.
The integral jacking platform box beam assembled protection system of the present invention, the first protective platform and the second protective platform
It is operator and provides the working space of abundance, but also can be realized by cat ladder current.Permissible by access staircase
Realizing current between upper support box beam and lower support box beam, access staircase can carry with upper support box beam and lifting platform
Rise, and can adapt to the jacking step pitch that platform is different.Therefore, operating personnel can support operation readiness in box beam, up and down
Walk unobstructed, and adapt to different jacking step pitches, safe and reliable, improve working performance.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention:
Described upper support box beam includes two upper support bars be arrangeding in parallel, and the top shelf of two described upper support bars is provided with
Multiple first crossbeams, the top of described first crossbeam and bottom are installed with multiple first vertical rod respectively;
First protective platform at described upper support box beam top is fixed in multiple the first of multiple described first crossbeam top
The bottom of vertical rod, the first protective platform bottom described upper support box beam is fixed in bottom multiple described first crossbeam multiple
The bottom of one vertical rod.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, two described upper
The top of strut is respectively equipped with box beam small oil tank, being respectively provided on two sides with and the described little oil of upper box beam of described upper box beam small oil tank
The first pad pipe that cylinder flushes, described first crossbeam is set up on two respective described first pad pipes of described upper support bar.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, described first protection
Platform includes the first shaped steel Os Draconis, the first steel plate being layed on described first shaped steel Os Draconis and is arranged at described first shaped steel
Net is found in the first protection of side of Os Draconis week, and described first shaped steel Os Draconis are fixed in multiple first vertical rods bottom described first crossbeam
Bottom.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention:
Described lower support box beam includes two lower support bars be arrangeding in parallel, and the top shelf of two described lower support bars is provided with
Multiple second cross beams, the top of described second cross beam and bottom are installed with multiple second vertical rod respectively;
Second protective platform at described lower support box beam top is fixed in multiple the second of multiple described second cross beam top
The bottom of vertical rod, the second protective platform bottom described lower support box beam is fixed in bottom multiple described second cross beam multiple
The bottom of two vertical rods.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, two described lower
The top of strut is respectively equipped with lower box beam small oil tank, being respectively provided on two sides with and the described little oil of lower box beam of described lower box beam small oil tank
The second pad pipe that cylinder flushes, described second cross beam is set up on two respective described second pad pipes of described lower support bar.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, described second protection
Platform includes Second-Type steel joist, the second steel plate being layed on described Second-Type steel joist and is arranged at described second shaped steel
Net is found in the second protection of side of Os Draconis week, and described Second-Type steel joist is fixed in multiple second vertical rods bottom described second cross beam
Bottom.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, described upper support case
The bottom of beam is installed with outward extending 3rd crossbeam, and described access staircase is fixed in described 3rd crossbeam and extends described upper
The part of support box beam.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, described access staircase
Including the most interconnective multiple staircase framework, described staircase framework include the 3rd shaped steel Os Draconis, be layed in described
The 3rd steel plate on 3rd shaped steel Os Draconis and be arranged at described 3rd shaped steel Os Draconis week side the 3rd vertical net of protection, multiple described
It is respectively provided with the 3rd current cat ladder between the respective 3rd shaped steel Os Draconis of staircase framework.
Further improvement is that of integral jacking platform box beam assembled protection system of the present invention, described staircase framework
Also include the half space being adjacent to described 3rd shaped steel Os Draconis.
Integral jacking platform box beam assembled protection system of the present invention uses above technical scheme so that it is have has
Benefit effect is:
In integral jacking platform box beam assembled protection system, each protective unit is provided with enough working spaces, energy
Enough guarantee that protection is tight, convenient working.Box beam access staircase is provided with some cat ladders and multistage half space, and three facades are respectively mounted
Having protection network, current convenient, protection effect is good.Simultaneously protective unit, between box beam access staircase and crossbeam and vertical rod use spiral shell
Tethering and connect, be installed in box beam, convenient installation was removed with the later stage.Add owing to each component of this guard system all can shift to an earlier date canalization
Work makes, and scene takes assembled assembled, saves peace and tears the duration open, improves efficiency of construction.Between component, major part uses spiral shell
Tether and connect, it is ensured that integrity when each component is removed, can recycle, meet green construction requirement.Each component Jun Shi factory
Qualitatively processing and fabricating, after installation, overall image is effective.
Accompanying drawing explanation
Fig. 1 is the front elevation view of the support box beam of existing integral jacking platform.
Fig. 2 is the plane graph of the support box beam of existing integral jacking platform.
Fig. 3 is the side elevational view of the support box beam of existing integral jacking platform.
Fig. 4 is the side elevational view of integral jacking platform box beam assembled protection system of the present invention.
Fig. 5 is the plane graph in A-A face in Fig. 4.
Fig. 6 is that the upper support box beam of integral jacking platform box beam assembled protection system of the present invention arranges first crossbeam
Plane graph with the first vertical rod.
Fig. 7 is the elevation in B-B face in Fig. 5.
Fig. 8 is the view before integral jacking platform box beam assembled protection system jacking of the present invention.
Fig. 9 is the view after integral jacking platform box beam assembled protection system jacking of the present invention.
Detailed description of the invention
In order to make the purpose of the present invention, technical scheme and advantage clearer, below in conjunction with drawings and Examples, right
The present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, not
For limiting the present invention.
Coordinating referring to shown in Fig. 4, Fig. 4 is the side elevation of integral jacking platform box beam assembled protection system of the present invention
Figure.The present invention puies forward integral jacking platform box beam assembled protection system, including:
Two the first protective platforms 10, are respectively arranged at top and the end of the upper support box beam 96 of lifting platform support box beam
Portion, forms working space and is provided with for the first current cat ladder 110 between two the first protective platforms 10;
Two the second protective platforms 20, are respectively arranged at top and the end of the lower support box beam 97 of lifting platform support box beam
Portion, forms working space and is provided with for the second current cat ladder 210 between two the second protective platforms 20;
Access staircase 30, is fixedly arranged in support box beam 96, is used for connecting support box beam 96 and lower support box beam 97.
The integral jacking platform box beam assembled protection system of the present invention, the first protective platform and the second protective platform
It is operator and provides the working space of abundance, but also can be realized by cat ladder current.Permissible by access staircase
Realizing current between upper support box beam and lower support box beam, access staircase can carry with upper support box beam and lifting platform
Rise, and can adapt to the jacking step pitch that platform is different.Therefore, operating personnel can support operation readiness in box beam, up and down
Walk unobstructed, and adapt to different jacking step pitches, safe and reliable, improve working performance.
Specifically, seeing described in Fig. 5, Fig. 5 is the plane graph in A-A face in Fig. 4.Shown in Fig. 4 Yu Fig. 5, upper support case
Beam 96 includes two upper support bars be arrangeding in parallel 961, and the top shelf of two upper support bars 961 is provided with multiple first crossbeam 410,
The top of first crossbeam 410 and bottom are installed with multiple first vertical rod 510 respectively.I.e. first crossbeam 410 go-and-retum is every a spacing
From being provided with the first vertical rod 510 connected, first crossbeam 410 is positioned in the middle part of the first vertical rod 510.Preferably, first crossbeam 410
For shaped steel crossbeam, the first vertical rod 510 is square steel tube vertical rod.
The first protective platform 10 being positioned at support box beam 96 top is fixed in multiple the of multiple first crossbeam 410 top
The bottom of one vertical rod 510, is positioned at the first protective platform 10 bottom support box beam 96 and is fixed in bottom multiple first crossbeam 410
The bottom of multiple first vertical rods 510.I.e. it is respectively mounted at the top of upper support box beam 96 and bottom by the first vertical rod 510
One protective platform 10.
Lower support box beam 97 includes two lower support bars be arrangeding in parallel 971, and the top shelf of two lower support bars 971 is provided with
Multiple second cross beams 420, the top of second cross beam 420 and bottom are installed with multiple second vertical rod 520 respectively.I.e. second cross beam
420 go-and-retum are provided with the second vertical rod 520 connected at a certain distance, and second cross beam 420 is positioned in the middle part of the second vertical rod 520.
Preferably, second cross beam 420 is shaped steel crossbeam, and the second vertical rod 520 is square steel tube vertical rod.
The second protective platform 20 being positioned at lower support box beam 97 top is fixed in multiple the of multiple second cross beam 420 top
The bottom of two vertical rods 520, is positioned at the second protective platform 20 bottom lower support box beam 97 and is fixed in bottom multiple second cross beam 420
The bottom of multiple second vertical rods 520.I.e. it is respectively mounted at the top of lower support box beam 97 and bottom by the second vertical rod 520
Two protective platforms 20.
Wherein, shown in Figure 6, Fig. 6 be integral jacking platform box beam assembled protection system of the present invention upper
Support box beam arranges first crossbeam and the plane graph of the first vertical rod.As shown in Figure 6, the top of two upper support bars 961 sets the most respectively
There is upper box beam small oil tank 962, cause box beam upper surface uneven, for welding the on the upper support bar 961 of upper support box beam 96
One crossbeam 410, the first pad pipe 610 that being respectively provided on two sides with of upper box beam small oil tank 962 flushes with upper box beam small oil tank 962, with
Guarantee that box beam upper surface is smooth, it is simple to welding first crossbeam 410, it is respective that first crossbeam 410 is set up in two upper support bars 961
On first pad pipe 610.The top of two lower support bars 971 is respectively equipped with lower box beam small oil tank 972, causes box beam upper surface not
Flat, in order to weld second cross beam 420 on the upper support bar 971 of lower support box beam 97, the both sides of lower box beam small oil tank 972 are respectively
It is provided with the second pad pipe 620 flushed with lower box beam small oil tank 972, smooth to guarantee box beam upper surface, it is simple to welding second cross beam
420, second cross beam 420 is set up on two respective second pad pipes 620 of described lower support bar 971.Preferably, the first pad pipe
610 is shaped steel pad pipe, and the second pad pipe 620 is shaped steel pad pipe.
Further, the first protective platform 10 include the first shaped steel Os Draconis, be layed on described first shaped steel Os Draconis
One steel plate and be arranged at described first shaped steel Os Draconis week side the first vertical net of protection, described first shaped steel Os Draconis are fixed in first
The bottom of multiple first vertical rods 510 bottom crossbeam 410.Second protective platform 20 include Second-Type steel joist, be layed in described
The second steel plate on Second-Type steel joist and be arranged at the second vertical net of protection of side of described Second-Type steel joist week, described second
Shaped steel Os Draconis are fixed in the bottom of multiple second vertical rods 520 bottom second cross beam 420.Preferably, described first shaped steel Os Draconis
For the shaped steel Os Draconis of canalization, described first steel plate is checkered steel plate, and the described first vertical net of protection is the punching protection of canalization
Vertical net.Described Second-Type steel joist is the shaped steel Os Draconis of canalization, and described second steel plate is checkered steel plate, and described second protection is vertical
Net is the vertical net of punching protection of canalization.
It addition, shown in Figure 7, Fig. 7 is the elevation in B-B face in Fig. 5.Shown in Fig. 4 Yu Fig. 7, upper support box beam
The bottom of 96 is installed with outward extending 3rd crossbeam 430, it is preferable that first crossbeam 410 also stretches out, and access staircase 30 is solid
It is connected to first crossbeam 410 and the 3rd crossbeam 430 extends the part of upper support box beam 96.I.e. upper and lower by upper support box beam 96
The first crossbeam 410 of surface soldered is installed with the 3rd crossbeam 430 for connecting the logical of upper support box beam 96 and lower support box beam 97
Road stair 30, arrange certain spacing distance, just between this access staircase 30 and the second protective platform 20 of lower support box beam 97
Upper support box beam 96 can be followed in this access staircase 30 to move up and down, the jacking step pitch different to adapt to integral jacking platform.
For the ease of current, also hanger 94 and on support between box beam 96, cat ladder 80 be set.
Further, further in conjunction with shown in Fig. 5, access staircase 30 includes the most interconnective multiple stair frame
Frame 310, staircase framework 310 includes the 3rd shaped steel Os Draconis, the 3rd steel plate and the setting being layed on described 3rd shaped steel Os Draconis
In described 3rd shaped steel Os Draconis week side the 3rd vertical net of protection, between the respective 3rd shaped steel Os Draconis of multiple staircase framework 310 point
It is not provided with for the 3rd current cat ladder 320.Preferably, described 3rd shaped steel Os Draconis are the shaped steel Os Draconis of canalization, described
Three steel plates are checkered steel plate, and the described 3rd vertical net of protection is the vertical net of punching protection of canalization.Preferably, Fig. 5 institute is referred again to
Showing, staircase framework 310 also includes the half space 330 being adjacent to described 3rd shaped steel Os Draconis, has a rest for operating personnel.
When integral jacking platform box beam assembled protection system of the present invention is installed, assembled at the scene can be shifted to an earlier date and spell
Install the first protective platform 10 of support box beam 96, the second protective platform 20 of lower support box beam 97 and access staircase 30,
Then in upper support box beam 96 and lower support box beam 97, install first crossbeam 410, second cross beam the 420, the 3rd crossbeam simultaneously
430, the first vertical rod 510 and the second vertical rod 520, then uses hoisting tool integral hoisting the first protective platform 10, second to prevent
Protect platform 20 and access staircase 30, complete to install.Otherwise technological process is then during dismounting.This kind is pacified, mode of tearing open is convenient and swift, joint
Save peace, tear the duration open.The above each component all can shift to an earlier date canalization processing and fabricating, and assembled in situ formula is assembled, after installation
Overall image is effective.
See shown in Fig. 8 and Fig. 9, before Fig. 8 is integral jacking platform box beam assembled protection system jacking of the present invention
View.Fig. 9 is the view after integral jacking platform box beam assembled protection system jacking of the present invention.
As shown in Figure 8 and Figure 9, during supporting box beam jacking, operating personnel can be implemented in hanger 94 with upper by cat ladder 80
Support and walk between box beam 96;Two first protection that be can be implemented in upper support box beam 96 by the first cat ladder 110 are flat
Walk between platform 10;By the second cat ladder 210 can be implemented in lower support box beam 97 two the second protective platforms 20 it
Between walk;Be can be implemented in by the 3rd cat ladder 320 and walk between each staircase framework 310 of access staircase 30.Cause
This, operating personnel passes through integral jacking platform box beam assembled protection system of the present invention, it is achieved convenient supporting in box beam
Operation, walks up and down unobstructed, and adapts to different jacking step pitches, safe and reliable, improves working performance.
The above is only presently preferred embodiments of the present invention, and the present invention not does any pro forma restriction, though
So the present invention is disclosed above with preferred embodiment, but is not limited to the present invention, any technology people being familiar with this specialty
Member, in the range of without departing from technical solution of the present invention, when the technology contents of available the disclosure above makes a little change or repaiies
Decorations are the Equivalent embodiments of equivalent variations, as long as being the content without departing from technical solution of the present invention, the technology according to the present invention is real
Any simple modification, equivalent variations and the modification that confrontation above example is made, all still falls within the scope of technical solution of the present invention
In.
Claims (10)
1. an integral jacking platform box beam assembled protection system, it is characterised in that including:
Two the first protective platforms, are respectively arranged at lifting platform and support the top of upper support box beam and the bottom of box beam, two
Form working space between described first protective platform and be provided with for the first current cat ladder;
Two the second protective platforms, are respectively arranged at lifting platform and support the top of lower support box beam and the bottom of box beam, two
Form working space between described second protective platform and be provided with for the second current cat ladder;
Access staircase, is fixedly arranged in described upper support box beam, is used for connecting described upper support box beam and described lower support box beam.
2. integral jacking platform box beam assembled protection system as claimed in claim 1, it is characterised in that:
Described upper support box beam includes two upper support bars be arrangeding in parallel, and the top shelf of two described upper support bars is provided with multiple
First crossbeam, the top of described first crossbeam and bottom are installed with multiple first vertical rod respectively;
First protective platform at described upper support box beam top is fixed in multiple first vertical rods at multiple described first crossbeam top
Bottom, the first protective platform bottom described upper support box beam be fixed in multiple first bottom multiple described first crossbeam stand
The bottom of bar.
3. integral jacking platform box beam assembled protection system as claimed in claim 2, it is characterised in that described in two
The top of upper support bar is respectively equipped with box beam small oil tank, being respectively provided on two sides with and described upper box beam of described upper box beam small oil tank
The first pad pipe that small oil tank flushes, described first crossbeam is set up on two respective described first pad pipes of described upper support bar.
4. integral jacking platform box beam assembled protection system as claimed in claim 2, it is characterised in that described first
Protective platform includes the first shaped steel Os Draconis, the first steel plate being layed on described first shaped steel Os Draconis and is arranged at described first
Net is found in the first protection of side of shaped steel Os Draconis week, and described first shaped steel Os Draconis are fixed in multiple first bottom described first crossbeam and stand
The bottom of bar.
5. integral jacking platform box beam assembled protection system as claimed in claim 1, it is characterised in that:
Described lower support box beam includes two lower support bars be arrangeding in parallel, and the top shelf of two described lower support bars is provided with multiple
Second cross beam, the top of described second cross beam and bottom are installed with multiple second vertical rod respectively;
Second protective platform at described lower support box beam top is fixed in multiple second vertical rods at multiple described second cross beam top
Bottom, the second protective platform bottom described lower support box beam be fixed in multiple second bottom multiple described second cross beam stand
The bottom of bar.
6. integral jacking platform box beam assembled protection system as claimed in claim 5, it is characterised in that described in two
The top of lower support bar is respectively equipped with lower box beam small oil tank, being respectively provided on two sides with and described lower box beam of described lower box beam small oil tank
The second pad pipe that small oil tank flushes, described second cross beam is set up on two respective described second pad pipes of described lower support bar.
7. integral jacking platform box beam assembled protection system as claimed in claim 5, it is characterised in that described second
Protective platform includes Second-Type steel joist, the second steel plate being layed on described Second-Type steel joist and is arranged at described second
Net is found in the second protection of side of shaped steel Os Draconis week, and described Second-Type steel joist is fixed in multiple second bottom described second cross beam and stands
The bottom of bar.
8. integral jacking platform box beam assembled protection system as claimed in claim 1, it is characterised in that described upper
The bottom of support box beam is installed with outward extending 3rd crossbeam, and described access staircase is fixed in described 3rd crossbeam and extends described
The part of upper support box beam.
9. integral jacking platform box beam assembled protection system as claimed in claim 8, it is characterised in that described passage
Stair include the most interconnective multiple staircase framework, and described staircase framework includes the 3rd shaped steel Os Draconis, is layed in
The 3rd steel plate on described 3rd shaped steel Os Draconis and be arranged at described 3rd shaped steel Os Draconis week side the 3rd vertical net of protection, multiple
It is respectively provided with the 3rd current cat ladder between the respective 3rd shaped steel Os Draconis of described staircase framework.
10. integral jacking platform box beam assembled protection system as claimed in claim 9, it is characterised in that described building
Ladder framework also includes the half space being adjacent to described 3rd shaped steel Os Draconis.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610551552.0A CN106193316B (en) | 2016-07-14 | 2016-07-14 | Integral jacking platform box beam assembled protection system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610551552.0A CN106193316B (en) | 2016-07-14 | 2016-07-14 | Integral jacking platform box beam assembled protection system |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106193316A true CN106193316A (en) | 2016-12-07 |
CN106193316B CN106193316B (en) | 2018-09-04 |
Family
ID=57478012
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610551552.0A Active CN106193316B (en) | 2016-07-14 | 2016-07-14 | Integral jacking platform box beam assembled protection system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106193316B (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3402515A (en) * | 1965-10-07 | 1968-09-24 | Rainaut Marc Pierre | Folding multi-storeyed buildings |
CN102704676A (en) * | 2012-05-30 | 2012-10-03 | 徐州徐液液压科技有限公司 | Jacking formwork mechanism |
CN203769341U (en) * | 2014-01-17 | 2014-08-13 | 上海建工集团股份有限公司 | Anti-falling grating plate of steel platform |
CN104631822A (en) * | 2014-12-16 | 2015-05-20 | 中冶天工集团有限公司 | Construction Method of High-rise Reinforced Concrete Elevator Shaft |
CN204781929U (en) * | 2015-05-22 | 2015-11-18 | 武汉凡肯智能装备有限公司 | Convenient intelligent hydraulic pressure jacking die carrier system of standard form shellfish thunder frame of assembling |
CN205077845U (en) * | 2015-09-08 | 2016-03-09 | 中国建筑第二工程局有限公司 | Hydraulic intelligent climbing operation scaffold for core barrel well of building |
-
2016
- 2016-07-14 CN CN201610551552.0A patent/CN106193316B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3402515A (en) * | 1965-10-07 | 1968-09-24 | Rainaut Marc Pierre | Folding multi-storeyed buildings |
CN102704676A (en) * | 2012-05-30 | 2012-10-03 | 徐州徐液液压科技有限公司 | Jacking formwork mechanism |
CN203769341U (en) * | 2014-01-17 | 2014-08-13 | 上海建工集团股份有限公司 | Anti-falling grating plate of steel platform |
CN104631822A (en) * | 2014-12-16 | 2015-05-20 | 中冶天工集团有限公司 | Construction Method of High-rise Reinforced Concrete Elevator Shaft |
CN204781929U (en) * | 2015-05-22 | 2015-11-18 | 武汉凡肯智能装备有限公司 | Convenient intelligent hydraulic pressure jacking die carrier system of standard form shellfish thunder frame of assembling |
CN205077845U (en) * | 2015-09-08 | 2016-03-09 | 中国建筑第二工程局有限公司 | Hydraulic intelligent climbing operation scaffold for core barrel well of building |
Also Published As
Publication number | Publication date |
---|---|
CN106193316B (en) | 2018-09-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
CN201158933Y (en) | High-rise maintaining scaffold device with extruding structure | |
CN203531344U (en) | Tool type scaffold | |
CN105257009B (en) | Device for anti-falling partition in elevator shaft | |
CN103206074B (en) | Elevator shaft template construction method, platform and support | |
CN108331336A (en) | The integrated lifting steel plateform system and its construction method of floor synchronous construction | |
CN205224567U (en) | Collapsible foldable elevartor shaft construction platform | |
CN102912996B (en) | Steel tube concrete column high-altitude construction safety protection system | |
CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
CN103912128B (en) | The construction method of high-altitude disjunctor steel truss | |
CN106758862B (en) | Lattice tubular tower and frame peace tears platform open | |
CN104563280B (en) | A kind of operating construction elevator basis conversion method | |
CN215441501U (en) | Cantilever steel structure combined construction hanging basket | |
CN211689948U (en) | Suspension operation platform device for construction of suspension cable at tower part of cable-stayed bridge | |
CN106193316A (en) | Integral jacking platform box beam assembled protection system | |
CN201148726Y (en) | Independent hanging scaffold super large operating platform | |
CN208870379U (en) | The integrated lifting steel plateform system of floor synchronous construction | |
EP2820365B1 (en) | Method and apparatus for assembling field erected cooling tower frame | |
CN205382718U (en) | Sparse passway for escaping of steel platform die carrier system | |
CN211775603U (en) | Combined type step construction platform | |
JP5356091B2 (en) | Crane girder exchanging method and crane girder exchanging apparatus | |
CN212895943U (en) | Operation platform device for binding small-section pier column reinforcing steel bars | |
CN107795267A (en) | A kind of hanging ladder | |
CN204402001U (en) | For the mobile operating platform system that structure for steel structure roof inner slab is installed | |
CN204038917U (en) | Detachable external hanging type operating platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |