CN207847037U - A kind of high building hydraulic climbing protecting screen - Google Patents
A kind of high building hydraulic climbing protecting screen Download PDFInfo
- Publication number
- CN207847037U CN207847037U CN201721614702.4U CN201721614702U CN207847037U CN 207847037 U CN207847037 U CN 207847037U CN 201721614702 U CN201721614702 U CN 201721614702U CN 207847037 U CN207847037 U CN 207847037U
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- China
- Prior art keywords
- agent structure
- hanging seat
- layer
- structure layer
- protecting screen
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- 230000009194 climbing Effects 0.000 title claims abstract description 20
- 230000004224 protection Effects 0.000 claims abstract description 11
- 239000010410 layer Substances 0.000 claims description 91
- 229910000831 Steel Inorganic materials 0.000 claims description 29
- 239000010959 steel Substances 0.000 claims description 29
- 239000011229 interlayer Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 16
- 238000007599 discharging Methods 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 3
- 239000002184 metal Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
Abstract
A kind of high building hydraulic climbing protecting screen, including two guide rails disposed in parallel, the embedded part hanging seat being connected between agent structure layer and guide rail, the operating platform being connected on the outside of guide rail, outer protection framework and the hydraulic system being connected on the outside of operating platform, the embedded part hanging seat, which is directly connect with agent structure layer, either to be connect with agent structure layer by hanging seat fixed seat or is connect with agent structure layer by hanging seat supporting rack.When the agent structure layer is floor, the embedded part hanging seat is directly connected to by screw rod on floor.When the agent structure layer is spring layer, the embedded part hanging seat is supported by hanging seat supporting rack, and the hanging seat supporting rack is located between upper layer main body structure sheaf and lower layer's agent structure layer and its lower end is connected on lower layer's agent structure layer.The utility model solves the problems, such as protecting screen installation and difficulty of climbing on the agent structure layer with special construction.
Description
Technical field
The utility model is related to the realm of building construction, especially a kind of protecting screen and its construction method.
Background technology
Super High construction belongs to working at height, needs raw material and worker being transported to tens meters of even hundreds of meters of high ground
Side, is typically conveyed using protecting screen, but if dealing with improperly, either easily pendant object occurs for operating mistake or personnel fall
The case where, cause serious accident.And there is installation in existing protecting screen on the agent structure layer with special construction
With difficulty of climbing, to influence the normal work of protecting screen.
Utility model content
The purpose of this utility model is to provide a kind of high building hydraulic climbing protecting screen, to solve the main body with special construction
Protecting screen installation and difficult problem of climbing on structure sheaf.
To achieve the above object, the utility model adopts the following technical solution：A kind of high building hydraulic climbing protecting screen, including
Two guide rails disposed in parallel, the embedded part hanging seat being connected between agent structure layer and guide rail, the operation being connected on the outside of guide rail
Platform, outer protection framework and the hydraulic system being connected on the outside of operating platform, the embedded part hanging seat directly with agent structure layer
Connection is either connect with agent structure layer by hanging seat fixed seat or is connect with agent structure layer by hanging seat supporting rack.
Preferably, when the agent structure layer is floor, the embedded part hanging seat is directly connected to by screw rod on floor.
Preferably, when the agent structure layer is structural type girder steel, the lower end of the embedded part hanging seat passes through hanging seat fixed seat
It is fixed on structural type girder steel, upper end is connect by the first tension member with upper layer main body structure sheaf drawknot.
Preferably, hanging seat fixed seat section is T-shaped, and one side inner corner trim position is connected with diagonal brace, other side inner corner trim card
It closes on structural type girder steel, and is enclosed and fixed by screw rod.
Preferably, when the agent structure layer is spring layer, the embedded part hanging seat is supported by hanging seat supporting rack, the hanging seat
Supporting rack is located between upper layer main body structure sheaf and lower layer's agent structure layer and its lower end is connected on lower layer's agent structure layer.
Preferably, the hanging seat supporting rack includes the cross bar for being horizontally set on agent structure layer position, vertical cross-bar setting
Column, the bracing piece that is connected to the adjustable diagonal bracing of column and lower layer's agent structure interlayer and is connected between cross bar and column.
Preferably, when span is more than standard span but is no more than twice of standard span between adjacent two agent structures layer,
It is connected by drawknot bar drawknot between upper layer main body structure sheaf and guide rail；One end of the drawknot bar is connected to the knot of agent structure layer
On configuration girder steel, the other end is connected to by single fastener on guide rail.
Preferably, the operating platform to both sides overhanging part upper layer operating platform between be connected with the second tension member,
And it is equipped with vertical keel；Second tension member one end is connected to the outer end, another of the crossbeam overhanging part of operating platform
End is connected to the root of the crossbeam overhanging part of upper layer operating platform.
Preferably, the lower end of the guide rail is connected between sunpender, upper end and agent structure layer and is connected with provisional protection plate.
The utility model has the characteristics that and advantageous effect compared with prior art：
The utility model overcomes traditional defense screen and installs and climb on the agent structure layer with special construction difficulty
The shortcomings that.
When agent structure layer is structural type girder steel, the embedded part hanging seat of protecting screen passes through hanging seat fixed seat and the first tension member
It is fixed on structural type girder steel, to ensure the normal mounting of protecting screen and climb.
When agent structure layer is spring layer, agent structure layer position both non-floor or without structural type girder steel, protecting screen at this time
Embedded part hanging seat supported by hanging seat supporting rack, solve protecting screen without supporting point, can not normal mounting and the problem of climb.
When the overhanging at operating platform both ends is excessive, the second drawing is connected between operating platform end and upper layer operating platform
Part is tied, and is equipped with vertical keel, while increasing lifting power and the support force to operating platform.
The utility model can be widely applied in the guard system of structure alien invasion of construction layer.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 be agent structure layer be floor when the utility model structural schematic diagram.
Fig. 2 be agent structure layer be structural type girder steel when the utility model structural schematic diagram.
Fig. 3 is the enlarged structure schematic diagram of A nodes in Fig. 2.
Fig. 4 is the enlarged structure schematic diagram of B node in Fig. 2.
Fig. 5 is the side elevation structural schematic diagram of hanging seat fixed seat.
Fig. 6 is the planar structure schematic diagram of hanging seat fixed seat.
Fig. 7 is the structural schematic diagram that agent structure layer is spring layer a period of time the utility model.
Fig. 8 be agent structure layer be spring layer two when the utility model structural schematic diagram.
The positive schematic view of facade structure that Fig. 9 is hanging seat supporting rack to be connect with lower layer agent structure layer.
The side elevation structural schematic diagram that Figure 10 is hanging seat supporting rack to be connect with lower layer agent structure layer.
The planar structure schematic diagram that Figure 11 is hanging seat supporting rack to be connect with lower layer agent structure layer.
Figure 12 is that span is more than standard span but when no more than twice of standard span between adjacent two agent structures layer, on
Pass through drawknot bar between layer main body structure sheaf and guide rail（13）The structural schematic diagram of drawknot.
Figure 13 is the positive schematic view of facade structure of the utility model when operating platform overhangs excessive.
Figure 14 is the planar structure schematic diagram of the utility model when operating platform overhangs excessive.
Figure 15 is the side elevation structural schematic diagram of the utility model when operating platform overhangs excessive.
Figure 16 is the enlarged structure schematic diagram of C nodes in Figure 14.
Figure 17 is connection diagram between two protecting screen units.
Figure 18 is the structural schematic diagram of L-type cornerite steel plate.
Reference numeral：Protect outside 1- guide rails, 2- embedded parts hanging seat, 3- operating platforms, 4- framework, 5- hydraulic systems,
6- floors, 7- sunpenders, 8- provisional protections plate, 9- structural types girder steel, 10- hanging seats fixed seat, 11- hanging seats supporting rack,
The first tension members of 12-, 13- drawknots bar, the second tension members of 14-, 15- vertical keels, 16-L type cornerite steel plates.
Specific implementation mode
Embodiment one is shown in Figure 1, a kind of high building hydraulic climbing protecting screen, and the high building hydraulic climbing protecting screen includes
Two guide rails 1 disposed in parallel, are connected to 1 outside of guide rail at the embedded part hanging seat 2 being connected between agent structure layer and guide rail 1
Operating platform 3, the outer protection framework 4 for being connected to 3 outside of operating platform and hydraulic system 5, the lower end of the guide rail 1 are connected with
It is connected with provisional protection plate 8 between sunpender 7, upper end and agent structure layer；At this time the embedded part hanging seat 2 directly with agent structure layer
Connection, and agent structure layer at this time is floor 6, the embedded part hanging seat 2 is directly connected to by screw rod on floor 6.
The embedded part hanging seat 2 is connected to by high-strength bolt on floor, is set between the outside and floor of the embedded part hanging seat 2
There is glued board.
The outer protection framework 4 includes protection keel and expanded metal lath, and the outer protection in orthogonal both direction is arranged
The junction of framework 4 is connected by L-type cornerite steel plate, and the end of two limbs of the L-type cornerite steel plate 16 is L-shaped inwardly curved
Folding.
The operating platform 3 includes the platform beams being horizontally spaced about, it is flat to be arranged below outermost platform beams
Platform column, the platform support being arranged below remaining platform beams and the platform springboard being arranged on platform beams.
The hydraulic system 5 includes hydraulic cylinder, the moveable hydraulic pump being arranged between guide rail 1 and embedded part hanging seat 2
It stands and hydraulic circuit connecting the two, hydraulic system 5 is the power that protecting screen is promoted.
The discharging platform that unit inside is equipped with and protecting screen climbs together that climbs of protecting screen, the discharging platform is by unloading
Material platform embedded part hanging seat and discharging platform guide rail are connected on agent structure layer, and the discharging platform includes a pair of of girder, interval
It is connected to the secondary beam between a pair of of girder, the springboard being arranged on girder and secondary beam, is disposed around going along with sb. to guard him beam, enclosing and set for springboard both sides
The discharging platform diagonal brace of discharging platform expanded metal lath before springboard and drawknot between discharging platform guide rail and girder.
Shown in Figure 13 to Figure 16, the operating platform 3 overhangs to both sides to be connected between part and upper layer operating platform
There is the second tension member 14 and is equipped with vertical keel 15；The crossbeam that described second tension member, 14 one end is connected to operating platform 3 is outstanding
Choose the outer end of part, the other end be connected to upper layer operating platform crossbeam overhanging part root.
Embodiment two is referring to shown in Fig. 2 to Fig. 6, what is different from the first embodiment is that the embedded part hanging seat 2 passes through hanging seat at this time
Fixed seat 10 is connect with agent structure layer, and agent structure layer at this time is structural type girder steel 9, the lower end of the embedded part hanging seat 2
It is fixed on structural type girder steel by hanging seat fixed seat 10, upper end is connected by the first tension member 12 with upper layer main body structure sheaf drawknot
It connects.
10 section of hanging seat fixed seat is T-shaped, and one side inner corner trim position is connected with diagonal brace, and one end of the diagonal brace passes through
Gasket is connected on the horizon bar of hanging seat fixed seat 10, the other end is connected to by gasket in the vertical bar of hanging seat fixed seat 10；
The other side inner corner trim of hanging seat fixed seat 10 is fastened on structural type girder steel, and is enclosed and fixed by two screw rods, wherein a screw rod
It is vertical to be connected on the horizon bar of hanging seat fixed seat 10 and be connected horizontally on extension positioned at the outside of structural type girder steel, another screw rod
In the vertical bar of seat fixed seat 10 and positioned at the bottom surface of structural type girder steel, the joining distal ends of two screw rods, and existed by Bolted angle connection
Together.
First tension member 12 by reinforcing pull rod, the flower that is connected to the connecting plate of reinforcing pull rod upper end and is connected to reinforcing pull rod lower end
Basket bolt forms；First connecting plate with holes of the connecting plate of first tension member 12 and the bottom surface for being welded on superstructure section steel beam
It is bolted, flower basket bolt is bolted with the second connecting plate with holes for being welded on 2 top surface of embedded part hanging seat.
Embodiment three is referring to shown in Fig. 7 to Figure 11, what is different from the first embodiment is that the embedded part hanging seat 2 passes through extension at this time
Seat supports frame 11 is connect with agent structure layer, and agent structure layer at this time is spring layer, and the embedded part hanging seat 2 is supported by hanging seat
Frame 11 supports, and the hanging seat supporting rack 11 is located between upper layer main body structure sheaf and lower layer's agent structure layer and its lower end connects
On lower layer's agent structure layer.
The hanging seat supporting rack 11 include the cross bar for being horizontally set on agent structure layer position, vertical cross-bar setting it is vertical
Column, the adjustable diagonal bracing for being connected to column and lower layer's agent structure interlayer and the bracing piece being connected between cross bar and column.
The embedded part hanging seat 2 is connected to by high-strength bolt on the cross bar of hanging seat supporting rack 11, the adjustable diagonal bracing setting
Two.
The lower end of the column is bolted to by backing plate on lower layer's floor, the lower end of the adjustable diagonal bracing be connected to
Third connecting plate with holes on floor is bolted, upper end is bolted with the 4th connecting plate with holes for being connected to column top.
Example IV is shown in Figure 12, and span is more than standard span but is no more than standard between adjacent two agent structures layer
Pass through 13 drawknot of drawknot bar at twice of span, between upper layer main body structure sheaf and guide rail to connect；One end of the drawknot bar 13 connects
It is connected on the structural type girder steel of agent structure layer, the other end is connected to by single fastener on guide rail 1.
The guide rail both sides are respectively connected with a drawknot bar 13, and the lower vertical of the web of the structural type girder steel is welded with
Steel pipe head, the drawknot bar 13 are steel pipe, and the steel pipe head on upper end and structural type girder steel is bolted, lower end is buckled by single
Part is connect with guide rail 1.
A kind of construction method using the high building hydraulic climbing protecting screen, construction procedure are：
Embedded part hanging seat 2 is connected on agent structure layer by step 1 according to the structural requirement of different agent structure layers.
Guide rail is connected on embedded part hanging seat 2 by step 2.
Operating platform 3 is connected on guide rail 2 by step 3.
Outer protection framework 4 is connected to 3 outside of operating platform by step 4.
Step 5 connects hydraulic system 5 between embedded part hanging seat 2 and guide rail 2.
Claims (9)
1. a kind of high building hydraulic climbing protecting screen, including two guide rails disposed in parallel（1）, be connected to agent structure layer and guide rail
（1）Between embedded part hanging seat（2）, be connected to guide rail（1）The operating platform in outside（3）, be connected to operating platform（3）Outside outside
Protect framework（4）And hydraulic system（5）, it is characterised in that：The embedded part hanging seat（2）Directly connect with agent structure layer or
Pass through hanging seat fixed seat（10）It is connect with agent structure layer or by hanging seat supporting rack（11）It is connect with agent structure layer.
2. a kind of high building hydraulic climbing protecting screen according to claim 1, it is characterised in that：The buildings the agent structure Ceng Wei
Plate（6）When, the embedded part hanging seat（2）Floor is directly connected to by screw rod（6）On.
3. a kind of high building hydraulic climbing protecting screen according to claim 1, it is characterised in that：The agent structure layer is knot
Configuration girder steel（9）When, the embedded part hanging seat（2）Lower end pass through hanging seat fixed seat（10）It is fixed on structural type girder steel, upper end
Pass through the first tension member（12）It is connect with upper layer main body structure sheaf drawknot.
4. a kind of high building hydraulic climbing protecting screen according to claim 3, it is characterised in that：The hanging seat fixed seat（10）
Section is T-shaped, and one side inner corner trim position is connected with diagonal brace, other side inner corner trim is fastened on structural type girder steel, and is enclosed by screw rod
It closes and fixes.
5. a kind of high building hydraulic climbing protecting screen according to claim 1, it is characterised in that：The agent structure layer is jump
When layer, the embedded part hanging seat（2）Pass through hanging seat supporting rack（11）Support, the hanging seat supporting rack（11）Positioned at upper layer main body structure
Between layer and lower layer's agent structure layer and its lower end is connected on lower layer's agent structure layer.
6. a kind of high building hydraulic climbing protecting screen according to claim 5, it is characterised in that：The hanging seat supporting rack（11）
Including being horizontally set on the cross bar of agent structure layer position, the column of vertical cross-bar setting, being connected to column and lower layer main body knot
The adjustable diagonal bracing of structure interlayer and the bracing piece being connected between cross bar and column.
7. according to a kind of high building hydraulic climbing protecting screen of claim 1-6 any one of them, it is characterised in that：Adjacent two main body
When span is more than standard span but is no more than twice of standard span between structure sheaf, pass through between upper layer main body structure sheaf and guide rail
Drawknot bar（13）Drawknot connects；
The drawknot bar（13）One end be connected on the structural type girder steel of agent structure layer, the other end is connected to by single fastener
Guide rail（1）On.
8. according to a kind of high building hydraulic climbing protecting screen of claim 1-6 any one of them, it is characterised in that：The operation is flat
Platform（3）Overhang to both sides and is connected with the second tension member between part and upper layer operating platform（14）And it is equipped with vertical keel
（15）；
Second tension member（14）One end is connected to operating platform（3）Crossbeam overhanging part outer end, the other end connection
Overhang the root of part in the crossbeam of upper layer operating platform.
9. according to a kind of high building hydraulic climbing protecting screen of claim 1-6 any one of them, it is characterised in that：The guide rail
（1）Lower end be connected with sunpender（7）, between upper end and agent structure layer be connected with provisional protection plate（8）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721614702.4U CN207847037U (en) | 2017-11-28 | 2017-11-28 | A kind of high building hydraulic climbing protecting screen |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721614702.4U CN207847037U (en) | 2017-11-28 | 2017-11-28 | A kind of high building hydraulic climbing protecting screen |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207847037U true CN207847037U (en) | 2018-09-11 |
Family
ID=63423260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721614702.4U Expired - Fee Related CN207847037U (en) | 2017-11-28 | 2017-11-28 | A kind of high building hydraulic climbing protecting screen |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207847037U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
-
2017
- 2017-11-28 CN CN201721614702.4U patent/CN207847037U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107806237A (en) * | 2017-11-28 | 2018-03-16 | 中建局集团建设发展有限公司 | A kind of high building hydraulic climbing protecting screen and its construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180911 |