CN208347279U - A kind of building faces side structural column construction protecting rack - Google Patents
A kind of building faces side structural column construction protecting rack Download PDFInfo
- Publication number
- CN208347279U CN208347279U CN201820464529.2U CN201820464529U CN208347279U CN 208347279 U CN208347279 U CN 208347279U CN 201820464529 U CN201820464529 U CN 201820464529U CN 208347279 U CN208347279 U CN 208347279U
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- China
- Prior art keywords
- upright bar
- steel framework
- structural column
- building
- side structural
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Abstract
The utility model relates to construction protection technology fields, provide a kind of build and face side structural column construction protecting rack, including upright bar, steel framework scaffold board, steel framework protective net, and steel mesh connector is marked time, and connect cross bar, earth anchor pulling seat, adjustable anti-dumping pull rod；Upright bar, steel framework scaffold board, steel framework protective net are set up into " C " type semi-surrounding frame body by bolt, bottom and structure floor are socketed securely using earth anchor pulling seat, top is socketed using adjustable anti-dumping pull rod with steel structure column, to form overhanging safeguard structure, it is short that the structure sets up the period, and component standardization degree is high, can be used in turn, and good appearance, it is reducing material and cost of labor while improving civilized construction degree.
Description
Technical field
The utility model relates to construction protection technology field, in particular to a kind of building faces side structural column construction protection
Frame.
Background technique
In the prior art when the super high-rise building to steel structure frame faces the progress concrete construction of side column, need to use
Protection tool, the measure for providing work surface for architecture enclosing construction personnel, protecting and preventing construction material from falling.
When peripheral side column concrete formwork construction is carried out in building construction process at present, lack safely, conveniently, standardization
Protection tool generally sets up interim easy edge protection using steel tube fastener, or outside of the building border is used protection base
Hand cradle is totally-enclosed.Easy edge protection is at low cost but worker is random strong, and security risk is big.And integral protection facility, meeting
The cost of raw material and human cost are greatly improved, and the time built is longer, installation, disassembly and mobile extremely inconvenience, and delay
In the period, more huge economic loss is in turn resulted in, faces the protection of side structural column tool-type in recent years and some tool-type protective frames also occur,
But having some shortcomings in structure, especially anti-dumping performance is bad, and frame body flare increases the load of floor, leads to safety
It can not be high.For above situation, need a kind of convenient for by tearing open, highly-safe, both artistic and practical building faces side column structure construction
Protective frame.
Utility model content
The purpose of this utility model is exactly to have overcome the deficiencies of the prior art and provide a kind of building to face the construction of side structural column anti-
Retaining frame meets the construction protection requirement that current Framework Building faces side column structure, improves the safety that rod structure faces side construction.
A kind of building of the utility model faces side structural column construction protecting rack, including upright bar, steel framework scaffold board, steel framework protection
Net, earth anchor pulling seat, adjustable anti-dumping pull rod；
The upright bar along it is described face around the structural column of side be arranged, the steel framework scaffold board is erected in the upright bar, described
Steel mesh connector is provided in upright bar, the steel framework protective net is connect by the steel mesh connector with the upright bar；It is described vertical
" C " type semi-surrounding frame body is collectively formed in bar, the steel framework scaffold board, the steel framework protective net；
The steel framework scaffold board is at least arranged 2 layers, and the inside frame of top layer steel framework scaffold board is drawn by the adjustable anti-dumping
Bar is socketed with side structural column is faced；
The upright bar of " C " the type semi-surrounding frame body end is fixed by the earth anchor pulling seat with building structure floor.
Further, pilot hole is arranged by constant spacing in the upright bar, the pilot hole is for adjusting the steel framework foot
The installation site of palm.
Further, the constant spacing is 100mm.
Further, between the adjacent upright bar on the connection cross bar used as ladder is installed.
Further, the simple stepping used as ladder is provided in the single upright bar.
Further, the adjustable anti-dumping pull rod includes 2 mounting bases, 2 rotation adjusting yokes, crossbeams；The installation
The inside frame of the steel framework scaffold board is bolted in seat；Clamping plate is provided on the crossbeam, the crossbeam passes through bolt
The clamping plate is fastened on the flange plate for facing side structural column；The rotation adjusting yoke connects the mounting base and the cross
Beam reaches the fastening of the controllable anti-dumping pull rod by adjusting the rotation adjusting yoke.
Further, the upper end of the upright bar is machined with for assembled and lifting banjo fixing butt jointing.
Further, the earth anchor pulling seat is installed in the upright bar of described " C " the type semi-surrounding frame body end, and is existed in advance
Reserving installation hole on building structure floor, which is adopted, to be tightened by bolts.
The utility model has the following beneficial effects:
1, tool designs, and can assemble to be lifted into using tower crane on ground and is appointed as installation site；
2, flare is prevented using the steel column drawknot of adjustable anti-dumping pull rod and building；
3, using earth anchor pulling seat and structure floor and protection the upright bar of frame body innermost layer and basecoat steel framework scaffold board into
Row is fixed；
4, ladder is formed by connection cross bar 5 and simple stepping 6, meets personnel's lower channel；
5, it is short to set up the period, and component standardization degree is high, can be used in turn, and good appearance, is reducing material and artificial
Cost improves civilized construction degree simultaneously.
Detailed description of the invention
Fig. 1 show a kind of building of the utility model embodiment and faces side structural column construction protecting rack structural schematic diagram.
Fig. 2 show a kind of building of the utility model case study on implementation and faces side structural column construction protecting rack schematic top plan view.
Fig. 3 show Simple pedal and upright bar connection relationship diagram.
Fig. 4 show adjustable anti-dumping drawbar structure diagram.
Wherein: 1- upright bar, 2- steel framework scaffold board, 3- steel framework protective net, 4- steel mesh connector, 5- connection cross bar, 6- are simple
It marks time, 7- earth anchor pulling seat, 8- is adjustable anti-dumping pull rod, 9- floor, 10- face side structural column, 81- mounting base, 82- rotation are adjusted and drawn
Bar, 83- crossbeam, 84- clamping plate.
Specific embodiment
The utility model specific embodiment is described in detail below in conjunction with specific attached drawing.It should be noted that following implementations
Example described in technical characteristic or technical characteristic combination be not construed as it is isolated, they can be combined with each other from
And reach superior technique effect.In the drawings of the following embodiments, the identical label that each attached drawing occurs represents identical spy
Sign or component, can be apply to different embodiments.
As shown in Figure 1, the utility model embodiment one kind, which is built, faces side structural column construction protecting rack, including upright bar 1, steel framework foot
Palm 2, steel framework protective net 3, earth anchor pulling seat 7, adjustable anti-dumping pull rod 8；
The upright bar 1 faces the setting of 10 surrounding of side structural column along described, and the steel framework scaffold board 2 is erected in the upright bar 1,
Steel mesh connector 4 is provided in the upright bar 1, the steel framework protective net 3 is connected by the steel mesh connector 4 with the upright bar 1
It connects；" C " type semi-surrounding frame body is collectively formed in the upright bar 1, the steel framework scaffold board 2, the steel framework protective net 3；Such as Fig. 2 institute
Show, in the present embodiment, at the opening both ends of " C " type semi-surrounding frame body, 2 upright bars 1 are respectively set；At two turnings of " C " type
4 upright bars 1 are respectively arranged in place；It should be noted that the quantity of upright bar 1 can determine according to actual needs, it should not be in the present embodiment
Restriction of the quantity of upright bar 1 as scope of protection of the utility model.
The steel framework scaffold board 2 is at least arranged 2 layers, for example, 3 layers are arranged in the present embodiment, top layer steel framework scaffold board 2
Inside frame is socketed by the adjustable anti-dumping pull rod 8 with side structural column 10 is faced；
The upright bar 1 of " C " the type semi-surrounding frame body end is solid by the earth anchor pulling seat 7 and building structure floor 9
It is fixed.Specifically, the earth anchor pulling seat 7 is installed in the upright bar 1 of " C " the type semi-surrounding frame body end in the present embodiment,
2 earth anchor pulling seats 7 are arranged in the every end of " C " type opening, are provided with 4 earth anchor pulling seats 7 altogether；With in advance on building structure floor 10
Reserving installation hole, which is adopted, to be tightened by bolts.
Preferably, pilot hole is arranged by constant spacing in the upright bar 1, constant spacing is preferably 100mm；The pilot hole
For adjusting the installation site of the steel framework scaffold board 2.
It can be installed as the connection cross bar 5 that ladder uses between the adjacent upright bar 1, it can also be single described
Simple stepping 6 is arranged in upright bar 1 to use as ladder.In the embodiment shown in fig. 1, first layer steel framework scaffold board 2 and second
It is used as ladder (in the present embodiment, between adjacent connection cross bar 5 by the way that multiple connection cross bars 5 are arranged between layer steel framework scaffold board 2
Distance is 300mm)；Simple stepping 6 is set between second layer steel framework scaffold board 2 and third layer steel framework scaffold board 2 and is used as ladder；?
In actual use, connects cross bar 5 and simple stepping 6 according to field condition or actual needs determines.
Preferably, the adjustable anti-dumping pull rod 7 includes 2 mounting bases 81,2 rotation adjusting yokes 82, crossbeams 83；It is described
The inside frame of the steel framework scaffold board 2 is bolted in mounting base 81；Clamping plate 84, the cross are provided on the crossbeam 83
The clamping plate 84 is fastened on the flange plate for facing side structural column 10 by beam 83 by bolt；The rotation adjusting yoke 82 connects institute
Mounting base 81 and the crossbeam 83 are stated, reaches the tight of the controllable anti-dumping pull rod 8 by adjusting the rotation adjusting yoke 82
Gu.
Preferably, the upper end of the upright bar 1 is machined with for assembled and lifting banjo fixing butt jointing.
When using the utility model, arrangement and method for construction should be worked out according to concrete engineering situation by professional technician first,
Load and stress condition in checking computations construction；Special construction team and technological service people should be organized when building protective frame
Member, carries out building assembling according to the drawing of scheme.
The application method of the utility model is described in detail below in conjunction with Fig. 1-3:
The specification for facing side structural column 10 according to building structure floor 9 and steel structure designs the mounting plane figure of protective frame and stands
Face figure makes installation hole in strict accordance with arrangement and method for construction on building floor.As Fig. 1 mounting rack ground by drawing from it is lower toward
On, steel framework scaffold board 2 is put according to plan view, 1 installation site of upright bar is made marks with marking pen, by upright bar 1 according to marker bit
Set installation, upright bar 1 is horizontally arranged by when installation, steel framework scaffold board 2 in vertical, according to layout design the distance installation second layer and
Third layer steel framework scaffold board 2, composition multilayer " C " type frame structure was fallen state in opening up level, according to figure in upright bar 1
Steel mesh connector 4 is installed in paper setting position, installs steel framework protective net 3, forms semi-enclosed structure.It will be even in " C " type frame side
Cross bar 5 is connect every one of 300mm installation, ladder is formed, is stepped in second layer scaffold board to simple to install between third layer scaffold board
Step 6 forms upper and lower channel.
After being completed, lifting wirerope is fixed on to the top of four upright bars 1 of protective frame, it is using tower crane that protective frame is whole
Body is lifted into the position of protection, and if earth anchor pulling seat 7 is installed in Fig. 2 protective frame end, and in structure floor position, mounting hole is adopted in advance
It is tightened by bolts.Then wirerope is removed.If Fig. 3 installs adjustable anti-dumping pull rod 8 on the inside of top layer's steel framework scaffold board 2, with
The steel construction of Architectural fringes faces side structural column 10 and sockets, and prevents building from facing side column structure construction protective frame and tilts and send out outward
Life is fallen.The frame of scaffold board is bolted in adjustable anti-dumping pull rod 8 such as Fig. 4, mounting base a, will be pressed from both sides on crossbeam c by bolt
Plate d is fastened on the flange plate of steel pile, rotation adjusting yoke b handle to tightening state.
After the installation is completed, staff can complete the binding of the reinforcing bar outside steel column, template support in protective frame, and concrete pours
The work such as build.On the outside of the position steel column after structure of reinforced concrete, which can be gone to other positions after
Continuous to use, when dismounting, connects protective frame upper end with wirerope first with tower crane, then removes the steel structure column with Architectural fringes
The adjustable anti-dumping pull rod 8 socketed finally removes earth anchor pulling seat 7, is lifted protective frame to other protective positions using tower crane, back and forth
Circulation peace is torn open, realizes turnover operation.
Although having been presented for several embodiments of the utility model herein, those skilled in the art should be managed
Solution, in the case where not departing from the spirit of the present invention, can be changed the embodiments herein.Above-described embodiment only shows
Example property, it should not be using the embodiments herein as the restriction of the utility model interest field.
Claims (8)
1. a kind of building faces side structural column construction protecting rack, which is characterized in that including upright bar, steel framework scaffold board, steel framework protective net,
Earth anchor pulling seat, adjustable anti-dumping pull rod；
The upright bar along it is described face around the structural column of side be arranged, the steel framework scaffold board is erected in the upright bar, the upright bar
On be provided with steel mesh connector, the steel framework protective net is connect by the steel mesh connector with the upright bar；The upright bar, institute
State steel framework scaffold board, " C " type semi-surrounding frame body is collectively formed in the steel framework protective net；
The steel framework scaffold board is at least arranged 2 layers, the inside frame of top layer steel framework scaffold board by the adjustable anti-dumping pull rod with
Face side structural column to socket；
The upright bar of " C " the type semi-surrounding frame body end is fixed by the earth anchor pulling seat with building structure floor.
2. building as described in claim 1 faces side structural column construction protecting rack, which is characterized in that pressed in the upright bar between fixing
Away from arrangement pilot hole, the pilot hole is used to adjust the installation site of the steel framework scaffold board.
3. building as claimed in claim 2 faces side structural column construction protecting rack, which is characterized in that the constant spacing is
100mm。
4. building as described in claim 1 faces side structural column construction protecting rack, which is characterized in that between the adjacent upright bar
On the connection cross bar used as ladder is installed.
5. building as described in claim 1 faces side structural column construction protecting rack, which is characterized in that be arranged in the single upright bar
There is the simple stepping used as ladder.
6. building as described in claim 1 faces side structural column construction protecting rack, which is characterized in that the adjustable anti-dumping pull rod packet
Include 2 mounting bases, 2 rotation adjusting yokes, crossbeams；The inner side edge of the steel framework scaffold board is bolted in the mounting base
Frame；Clamping plate is provided on the crossbeam, the clamping plate is fastened on the flange plate for facing side structural column by the crossbeam by bolt；
The rotation adjusting yoke connects the mounting base and the crossbeam, reaches described adjustable by adjusting the rotation adjusting yoke
Control the fastening of anti-dumping pull rod.
7. building as claimed in any one of claims 1 to 6 faces side structural column construction protecting rack, which is characterized in that the upright bar
Upper end is machined with for assembled and lifting banjo fixing butt jointing.
8. building as claimed in any one of claims 1 to 6 faces side structural column construction protecting rack, which is characterized in that " C " type
The earth anchor pulling seat is installed, with the reserving installation hole in advance on building structure floor in the upright bar of semi-surrounding frame body end
It adopts and is tightened by bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820464529.2U CN208347279U (en) | 2018-03-30 | 2018-03-30 | A kind of building faces side structural column construction protecting rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820464529.2U CN208347279U (en) | 2018-03-30 | 2018-03-30 | A kind of building faces side structural column construction protecting rack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208347279U true CN208347279U (en) | 2019-01-08 |
Family
ID=64885911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820464529.2U Expired - Fee Related CN208347279U (en) | 2018-03-30 | 2018-03-30 | A kind of building faces side structural column construction protecting rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208347279U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622518A (en) * | 2020-06-15 | 2020-09-04 | 杭州佧斯家居设计有限公司 | Building faces limit structure post construction protection frame |
-
2018
- 2018-03-30 CN CN201820464529.2U patent/CN208347279U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111622518A (en) * | 2020-06-15 | 2020-09-04 | 杭州佧斯家居设计有限公司 | Building faces limit structure post construction protection frame |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190108 Termination date: 20210330 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |