CN107806238A - Construction of lift well hydraulic climbing protection system and its construction method - Google Patents
Construction of lift well hydraulic climbing protection system and its construction method Download PDFInfo
- Publication number
- CN107806238A CN107806238A CN201711215636.8A CN201711215636A CN107806238A CN 107806238 A CN107806238 A CN 107806238A CN 201711215636 A CN201711215636 A CN 201711215636A CN 107806238 A CN107806238 A CN 107806238A
- Authority
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- China
- Prior art keywords
- platform
- construction
- protection system
- hydraulic climbing
- climbing protection
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 37
- 230000009194 climbing Effects 0.000 title claims abstract description 31
- 230000001681 protective effect Effects 0.000 claims abstract description 35
- 230000007306 turnover Effects 0.000 claims abstract description 18
- 239000000463 material Substances 0.000 claims description 17
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000007123 defense Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 7
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002994 raw 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
- 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
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
-
- 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
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
-
- 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
-
- 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
- E04G2005/008—Hoisting devices specially adapted as part of a scaffold system
Abstract
Construction of lift well hydraulic climbing protection system and its construction method, including fastener inserts, the guide rail being connected in fastener inserts, the operating platform being connected with guide rail and the hydraulic means being connected on guide rail and fastener inserts, also include protective platform, the protective platform is connected to above the operating platform of the superiors, and is connected by vertical rod and brace and the operating platform of the superiors.The operating platform includes girder, secondary beam and the landing slab being laid on secondary beam；Shipping hole is provided with the landing slab and is covered by the first turnover panel；Operating platform has four layers, and column is connected with per between layer operation platform.The present invention solves the problems, such as that the dismounting of traditional defense putting up platform is complicated, it is difficult to be used in turn, climb difficulty, workload are big, low construction efficiency and security protection are not in place.
Description
Technical field
The present invention relates to the realm of building construction, particularly a kind of elevator protection system.
Background technology
Super High construction category work high above the ground, it is often necessary to be transported to raw material and worker tens meters even high hundreds of meters
Place, deal with improperly, the situation for falling thing or personnel fall can occur, especially in high-rise building core tube construction, be
Ensure construction safety, often protected using protective platform, but traditional protective platform set up remove bother, be used in turn it is tired
It is difficult, climb that difficult, workload is big, low construction efficiency, and cannot be guaranteed workmen when being constructed on the operating platform of the superiors
Safety.
The content of the invention
It is an object of the invention to provide construction of lift well hydraulic climbing protection system, to solve conventional hydraulic and climb protection
System security protection is not in place, sets up and removes the problem of work is complicated.
To achieve the above object, the present invention adopts the following technical scheme that：
Construction of lift well hydraulic climbing protection system, including fastener inserts, be connected in fastener inserts guide rail, with guide rail connect
The operating platform connect and the hydraulic means being connected on guide rail and fastener inserts, in addition to protective platform, the protective platform
It is connected to above the operating platform of the superiors, and is connected by vertical rod and brace and the operating platform of the superiors.
Preferably, the fastener inserts include the support frame being connected on agent structure layer and are connected to burying on support frame
Part hanging seat.
Preferably, the fastener inserts are connected directly between on agent structure layer or by hanging seat fixed seat and agent structure
Layer connection.
Preferably, the operating platform includes girder, secondary beam and the landing slab being laid on secondary beam；On the landing slab
It is provided with shipping hole and is covered by the first turnover panel；Operating platform has four layers, and column is connected with per between layer operation platform.
Preferably, the second turnover panel is connected between the landing slab of the operating platform and agent structure layer；Landing slab and wall
The 3rd turnover panel is connected between body.
Preferably, it is connected with diagonal brace between the operating platform and guide rail.
Preferably, the guide rail is detachably connected by load-bearing latch with fastener inserts.
Preferably, the protective platform includes girder, secondary beam and is laid in protective plate on secondary beam；On the protective platform
The position of shipping hole is connected with hoist engine and is connected with material transfer basket by steel wire rope on respective operations platform.
Preferably, it is connected with the 4th turnover panel between the protective plate and wall of the protective platform.
Preferably, the hydraulic climbing protection system has two sets and is symmetricly set on agent structure layer both sides, often described in set
Hydraulic climbing protection system is connected between agent structure layer and wall；The protective platform of two sets of hydraulic climbing protection systems is being treated
The top alignment of the agent structure layer of construction, and the 5th turnover panel is connected between the two.
The construction method of described construction of lift well hydraulic climbing protection system, step are：
Step 1：After the completion of N+0 layers, N+1 layers and N+2 layer floor slab constructions, pouring for N+3 floor plates is carried out, in floor before pouring
Interior service sleeve.
Step 2：After N+3 floor plates reach intensity, fastener inserts are installed on floor, and by through service sleeve
High-strength bolt is fixed.
Step 3：N+0 layer frame material are removed, and are had bad luck with material transfer basket to N+3 layers, then in N+3 layer product deriving frame material.
Step 4：Hydraulic means is installed between the guide rail of N+2 layers and fastener inserts.
Step 5：Hydraulic climbing protection system is integrally lifted up one layer.
Step 6：Remove N+0 layer fastener inserts to be used in turn, repeat step one to step 6 is complete to all floor slab constructions
Into.
Compared with prior art the invention has the characteristics that and beneficial effect：
Instant invention overcomes traditional defense putting up platform remove it is complicated, be used in turn it is difficult, climb that difficult, workload is big, construction
Efficiency is low and the problem of security protection is not in place.
Protective platform is connected with above the superiors' operating platform, effectively prevents danger caused by the falling object from high altitude of upper strata；Protection
Hoist engine is set on platform and material transfer basket is connected with by steel wire rope, facilitates having bad luck for material；Transport is provided with landing slab
Hole, material transfer basket is facilitated to transport up and down；Shipping hole on landing slab without using then by the capping of the first turnover panel prevent from stepping on it is empty,
Safety coefficient is improved, the turnover panel between protection system and wall, agent structure layer in work progress it is possible to prevente effectively from produce high
Empty falling object, ensure construction safety；For different two sets of connection systems of agent structure layer targeted design, better adaptability,
Installation is more convenient reliable.
It the composite can be widely applied in elevator protection system.
Brief description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation that the present invention implements one.
Fig. 2 is the structural representation that the present invention implements two.
Fig. 3 is the attachment structure schematic diagram of floor and fastener inserts.
Fig. 4 is the attachment structure schematic diagram between structural beams, fastener inserts and hanging seat fixed seat.
Fig. 5 is the state diagram of the process step one that climbs of the present invention.
Fig. 6 is the state diagram of the process step two that climbs of the present invention.
Fig. 7 is the state diagram of the process step three that climbs of the present invention.
Fig. 8 is the state diagram of the process step four that climbs of the present invention.
Fig. 9 is the state diagram of the process step five that climbs of the present invention.
Figure 10 is the state diagram of the process step six that climbs of the present invention.
Figure 11 is the mplifying structure schematic diagram of A nodes in Fig. 1.
Figure 12 is the mplifying structure schematic diagram of B node in Fig. 2.
Reference：1- fastener inserts, 2- guide rails, 3- operating platforms, 4- hydraulic means, 5- protective platforms, 6-
Vertical rod, 7- braces, 8- columns, 9- diagonal braces, 10- hoist engines, 11- material transfers basket, 12- hanging seats fixed seat, 13- knots
Structure beam, 14- floors.
Embodiment
Embodiment one is shown in Figure 1, and construction of lift well hydraulic climbing protection system and its construction method, elevator are applied
Work hydraulic climbing protection system includes fastener inserts 1, the guide rail 2 being connected in fastener inserts, the operation that is connected with guide rail are put down
Platform 3 and the hydraulic means 4 being connected on guide rail and fastener inserts, in addition to protective platform 5, the protective platform are connected to most
Above the operating platform on upper strata, and it is connected by vertical rod 6 and brace 7 with the operating platform of the superiors；The fastener inserts 1 include
The support frame being connected on agent structure layer and the embedded part hanging seat being connected on support frame.
Shown in Figure 1, the fastener inserts 1 are connected directly between on floor 14, shown in Figure 3, the fastener inserts 1
Support frame be connected to by double high-strength bolt on floor, during concrete floor slab placement, it is necessary in floor correspondence position service sleeve, side
Phase screw rod passes through after an action of the bowels.
It is shown in Figure 11, the operating platform 3 include be connected horizontally on guide rail girder, interval be connected on girder
Secondary beam and the landing slab that is laid on secondary beam；Connected between the girder and secondary beam by U-shaped anchor ear, the secondary beam is groove
Steel, shipping hole is provided with the landing slab and is covered by the first turnover panel.
The hydraulic means 4 connects the correspondence position of a layer operation platform wherein, is typically chosen intermediate layer, referring to Fig. 1,
Shown in Fig. 2, hydraulic means 4 is connected to corresponding to second layer operating platform between floor and guide rail, shown in Figure 11, hydraulic pressure dress
Put 4 one end to be connected in fastener inserts 1 by embedded part hanging seat, the other end is connected on guide rail 2.
Shown in Figure 12, the protective platform 5 includes girder, secondary beam and is laid in protective plate on secondary beam, the master
Connected between beam and secondary beam by U-shaped anchor ear, the secondary beam is channel-section steel；Shipping hole on respective operations platform on the protective platform
Position is connected with hoist engine 10 and is connected with material transfer basket 11 by steel wire rope, and the hoist engine 10 is supported by hoist engine
Frame supports, and the lower end of hoist engine support frame is connected to the upper surface of the girder of protective platform 5, the protective plate of the protective platform 5 with
The 4th turnover panel is connected between wall.
Shown in Figure 1, operating platform 3 has four layers, and column 8 is connected between adjacent two operating platform, referring to Figure 11 institutes
Show, lower surface, the lower end that the upper end of the column 8 is connected to the girder of upper strata operating platform by backing plate are connected to by backing plate
The upper surface of the girder of lower level operations platform, the transport hole site on four layer operation platforms 3 correspond to up and down, facilitate material transportation；
The second turnover panel is connected between the landing slab and agent structure layer of the operating platform 3；Is connected between landing slab and wall
Three turnover panels.
It is shown in Figure 12, a pair of vertical rods 6 are also associated between the protective platform and the operating platform of the superiors, it is described
The upper end of vertical rod 6 is connected with the lower end of the protective plate of protective platform 5, and lower end is connected to the upper of the girder of the operating platform of the superiors
Surface, the brace 7 are connected between two vertical rods, and one end is bolted to be connected in the upper end of vertical rod, the other end by bolt
It is connected on the lower end of column.
Referring to shown in Fig. 1 and Fig. 2, diagonal brace 9 is connected between the operating platform 3 and guide rail 2, shown in Figure 11, institute
It is adjustable diagonal bracing to state diagonal brace 9, and upper end is connected to the crossbeam inner end of operating platform 3, lower end is connected on guide rail 2；The guide rail 2
It is detachably connected by load-bearing latch and fastener inserts 1.
Shown in Figure 1, the hydraulic climbing protection system has two sets and is symmetricly set on the both sides of floor, often covers institute
State hydraulic climbing protection system to be connected between floor and wall, the protective platform of two sets of hydraulic climbing protection systems is to be onstructed
Floor top alignment, it is shown in Figure 12, be connected with the 5th between the protective platform of two sets of hydraulic climbing protection systems and turn over
Plate.
Embodiment two is shown in Figure 2, and unlike embodiment one, the fastener inserts 1 pass through hanging seat fixed seat 12
It is connected with agent structure layer, now agent structure layer is structural beams 13.
Shown in Figure 4, one end of the fastener inserts 1 is connected in structural beams by high-strength bolt, remainder hangs
Choose, the hanging seat fixed seat is connected to encorbelmenting for fastener inserts 1 and held between structural beams；The cross section of the hanging seat fixed seat is in
Right angled triangle, a right-angle side is by the way that the end of encorbelmenting of screw rod and fastener inserts 1 connects, another right-angle side passes through screw rod and structural beams
Connection.
Referring to shown in Fig. 5 to Figure 10, work process of the invention：
1st, after the completion of N+0 layers, N+1 layers and N+2 layer floor slab constructions, pouring for N+3 floor plates is carried out, it is pre-buried in floor before pouring
Sleeve pipe.
2nd, after N+3 floors plate reaches intensity, fastener inserts 1 are installed on floor, and by through the high-strength of service sleeve
Bolt is fixed.
3rd, N+0 layer frame material are removed, and are had bad luck with material transfer basket 11 to N+3 layers, then in N+3 layer product deriving frame material.
The 4th, hydraulic means 4 is installed between the guide rail of N+2 layers and fastener inserts 1.
5th, hydraulic climbing protection system is integrally lifted up one layer.
6th, remove N+0 layers fastener inserts 1 to be used in turn, repeat step one to step 6 to all floor slab constructions is completed.
Claims (10)
1. construction of lift well hydraulic climbing protection system, including fastener inserts（1）, the guide rail that is connected in fastener inserts（2）、
The operating platform being connected with guide rail（3）And it is connected to the hydraulic means on guide rail and fastener inserts（4）, it is characterised in that：Also
Including protective platform（5）, the protective platform is connected to above the operating platform of the superiors, and passes through vertical rod（6）And brace（7）
It is connected with the operating platform of the superiors.
2. construction of lift well according to claim 1 hydraulic climbing protection system, it is characterised in that：The fastener inserts
（1）Including the support frame being connected on agent structure layer and the embedded part hanging seat being connected on support frame.
3. construction of lift well according to claim 2 hydraulic climbing protection system, it is characterised in that：Agent structure layer is
During floor, the fastener inserts（1）It is connected to by fastener on agent structure layer；
When agent structure layer is structural beams, the fastener inserts（1）Pass through hanging seat fixed seat（12）It is connected with agent structure layer.
4. construction of lift well according to claim 1 hydraulic climbing protection system, it is characterised in that：The operating platform
（3）Including girder, secondary beam and the landing slab being laid on secondary beam；
Shipping hole is provided with the landing slab and is covered by the first turnover panel；
Operating platform has four layers, and column is connected with per between layer operation platform（8）.
5. construction of lift well according to claim 4 hydraulic climbing protection system, it is characterised in that：The operating platform
（3）Landing slab and agent structure layer between be connected with the second turnover panel；
The 3rd turnover panel is connected between landing slab and wall.
6. construction of lift well according to claim 5 hydraulic climbing protection system, it is characterised in that：The operating platform
（3）With guide rail（2）Between be connected with diagonal brace（9）.
7. construction of lift well according to claim 1 hydraulic climbing protection system, it is characterised in that：The guide rail（2）
Pass through load-bearing latch and fastener inserts（1）It is detachably connected.
8. construction of lift well according to claim 1 hydraulic climbing protection system, it is characterised in that：The protective platform
（5）Including girder, secondary beam and it is laid in protective plate on secondary beam；
The position of shipping hole is connected with hoist engine on respective operations platform on the protective platform（10）And connected by steel wire rope
There is material transfer basket（11）；
The protective platform（5）Protective plate and wall between be connected with the 4th turnover panel.
9. the construction of lift well hydraulic climbing protection system according to claim 1 to 7 any one, it is characterised in that：
The hydraulic climbing protection system has two sets and is symmetricly set on agent structure layer both sides, often covers the hydraulic climbing protection body
It is attached between agent structure layer and wall；
The protective platform of two sets of hydraulic climbing protection systems aligns in the top of agent structure layer to be onstructed, and between the two
It is connected with the 5th turnover panel.
10. the construction method of the construction of lift well hydraulic climbing protection system described in application claim 9, it is characterised in that
Step is：
Step 1：After the completion of N+0 layers, N+1 layers and N+2 layer floor slab constructions, pouring for N+3 floor plates is carried out, in floor before pouring
Interior service sleeve；
Step 2：After N+3 floor plates reach intensity, fastener inserts are installed on floor（1）, and pass through the height through service sleeve
Strength bolt is fixed；
Step 3：N+0 layer frame material are removed, and with material transfer basket（11）Have bad luck to N+3 layers, then in N+3 layer product deriving frame material；
Step 4：In the guide rail and fastener inserts of N+2 layers（1）Between hydraulic means is installed（4）；
Step 5：Hydraulic climbing protection system is integrally lifted up one layer；
Step 6：Remove N+0 layer fastener inserts（1）It is used in turn, repeat step one to step 6 to all floor slab constructions is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711215636.8A CN107806238A (en) | 2017-11-28 | 2017-11-28 | Construction of lift well hydraulic climbing protection system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711215636.8A CN107806238A (en) | 2017-11-28 | 2017-11-28 | Construction of lift well hydraulic climbing protection system and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107806238A true CN107806238A (en) | 2018-03-16 |
Family
ID=61590161
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711215636.8A Pending CN107806238A (en) | 2017-11-28 | 2017-11-28 | Construction of lift well hydraulic climbing protection system and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107806238A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627543A (en) * | 2020-11-23 | 2021-04-09 | 中冶(上海)钢结构科技有限公司 | Shaft inner lifting frame for mounting steel beams of core tube elevator shaft and steel beam construction method |
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|---|---|---|---|---|
| CN2216104Y (en) * | 1994-12-14 | 1995-12-27 | 周忠 | Hanging lift scaffold |
| CN202202558U (en) * | 2011-07-13 | 2012-04-25 | 浙江中成建工集团有限公司 | Girder-riding weight basket hanging mechanism arranged on high-rise roof frame girder |
| CN204531357U (en) * | 2015-04-08 | 2015-08-05 | 上海绿地建设(集团)有限公司 | Overhanging type material discharging platform outrigger and shear wall fixed structure |
| CN205935603U (en) * | 2016-08-10 | 2017-02-08 | 国家电网公司 | Electric overhaul equipment auxiliary device |
| CN206016225U (en) * | 2016-06-15 | 2017-03-15 | 中天建设集团有限公司 | One kind is without counterweight fixture type gondola-hanging mechanism |
| CN206034876U (en) * | 2016-08-19 | 2017-03-22 | 鞍山三冶建筑工程有限公司 | From hard protective platform of formula level that climbs in construction |
| CN106836775A (en) * | 2017-02-27 | 2017-06-13 | 北京城建十六建筑工程有限责任公司 | Operating platform lifting device, hydraulic climbing operating platform and method for improving |
| CN106869471A (en) * | 2017-03-21 | 2017-06-20 | 无锡市龙海杰机械制造有限公司 | Indoor individual layer scaffold |
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-
2017
- 2017-11-28 CN CN201711215636.8A patent/CN107806238A/en active Pending
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| CN204531357U (en) * | 2015-04-08 | 2015-08-05 | 上海绿地建设(集团)有限公司 | Overhanging type material discharging platform outrigger and shear wall fixed structure |
| CN206016225U (en) * | 2016-06-15 | 2017-03-15 | 中天建设集团有限公司 | One kind is without counterweight fixture type gondola-hanging mechanism |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627543A (en) * | 2020-11-23 | 2021-04-09 | 中冶(上海)钢结构科技有限公司 | Shaft inner lifting frame for mounting steel beams of core tube elevator shaft and steel beam construction method |
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