CN206053339U - Tower passage on a kind of scalable turnover type tower crane driver - Google Patents
Tower passage on a kind of scalable turnover type tower crane driver Download PDFInfo
- Publication number
- CN206053339U CN206053339U CN201620844330.3U CN201620844330U CN206053339U CN 206053339 U CN206053339 U CN 206053339U CN 201620844330 U CN201620844330 U CN 201620844330U CN 206053339 U CN206053339 U CN 206053339U
- Authority
- CN
- China
- Prior art keywords
- tower
- scalable
- section
- tower crane
- passage
- 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.)
- Active
Links
Abstract
The utility model discloses tower passage on a kind of scalable turnover type tower crane driver, fabric structure and the tower crane being made up of standard section of tower crane positioned at fabric structure side including hot work in progress, tower passage on arranging between fabric structure and tower crane, wherein on this, tower passage includes at least one fixed knot and scalable section, the fixed knot of adjacent fabric structure side is hinged by the pre-embedded anchoring bolts on fabric structure structural slab with fabric structure, scalable section is freely ridden upon on standard section of tower crane, safety protection standard block is arranged on fixed knot and scalable section both sides realize that the both sides of upper tower passage are fixed, this utility model simple structure, it is easy to make, and adopt modularized design, turnover is convenient, intensity high stability is good simultaneously, it is safe, suitable large-scale promotion.
Description
Technical field
This utility model is related to construction technical field of auxiliary equipment, especially a kind of scalable turnover type tower crane driver
Upper tower passage.
Background technology
Up to now, in existing building construction, on tower crane driver, tower mainly passes through two ways：1. when construction structure is firm
When starting construction, tower crane driver cat ladder one generally from inside standard section of tower crane is saved climbs up tower crane driver room；2. with building
After thing has arrived certain altitude, driver can not possibly climb to drivers' cab, therefore interim frame plate is generally set up between building body and tower crane.All it is
Built with scaffold, template, adopt the driver's climbing tower passage built in this way not only build, dismantle it is cumbersome, it is time-consuming
Arduously, and safety is not fine, it is impossible to prevent dropped object from hurting sb.'s feelings, in addition, being not easy to be used in turn.
Utility model content
Technical problem to be solved in the utility model is：There is provided a kind of simple structure, easy accessibility, protective it is good, peace
It is complete reliable, and the tower crane driver for construction site that can be used in turn on tower passage, can be used for 3m-6m different
The extension type passage of tower body and building body spacing, to overcome the deficiencies in the prior art.
What this utility model was realized in：
Tower passage on a kind of scalable turnover type tower crane driver, including hot work in progress fabric structure and be located at building
The tower crane being made up of standard section of tower crane of structure side, arranges tower passage, between fabric structure and tower crane wherein on this
Tower passage includes at least one fixed knot and scalable section, and the fixed knot of adjacent fabric structure side is passed through with fabric structure
On fabric structure structural slab, pre-embedded anchoring bolts are hinged, and scalable section is freely ridden upon on standard section of tower crane, security protection
Calibrated bolck is arranged on fixed knot and scalable section both sides realize that the both sides of upper tower passage are fixed.
On a kind of aforesaid scalable turnover type tower crane driver in tower passage, the fixed knot does girder using 10# channel-section steels,
Secondary beam adopts 10@200 of one-level steel, surface channel 2mm checkered steel plates.
On a kind of aforesaid scalable turnover type tower crane driver in tower passage, the scalable section is decided using 8# channel-section steels
Beam, secondary beam adopt 10@200 of one-level steel, surface channel 2mm checkered steel plates.
On a kind of aforesaid scalable turnover type tower crane driver in tower passage, pre-buried anchor is set in one end of fabric structure
Ring, with the scalable pre-buried collar in fixed knot end for saving and being connected, steel wire rope two ends are connected solid respectively with pre-buried anchor ring and the pre-buried collar
It is fixed.
On a kind of aforesaid scalable turnover type tower crane driver in tower passage, the steel wire rope two ends adopt doubling mode shape
Connect with the corresponding collar into ring set, fixed using at least 2 U-bolts after the steel wire rope doubling, it is non-between adjacent U-bolt
The safety that part of the force steel wire rope forms arcuation is curved, curved by arranging safety, can be prevented effectively from U-bolt mutual with steel wire rope
Slide, improve safety.
As a result of above-mentioned technical proposal, compared with prior art, this utility model simple structure is easy to make, and
And modularized design is adopted, turnover is convenient, while intensity high stability is good, it is safe, it is adapted to large-scale promotion.
Description of the drawings
Accompanying drawing 1 is structural representation of the present utility model；
Accompanying drawing 2 is the structural representation of fixed knot in this utility model；
Accompanying drawing 3 is the structural representation of scalable section in this utility model；
Accompanying drawing 4 is the structural representation of safety protection standard block in this utility model；
Accompanying drawing 5 is the structural representation of safety rope in this utility model.
Specific embodiment
Embodiment of the present utility model：Tower passage on a kind of scalable turnover type tower crane driver, as shown in drawings, including just
In the fabric structure 1 and the tower crane being made up of standard section of tower crane 2 positioned at 1 side of fabric structure of construction, tie in building
Upper tower passage 3 is set between structure 1 and tower crane, and wherein on this, tower passage 3 includes at least one fixed knot 4 and scalable section 5, adjacent
Fixed knot 4 and the fabric structure 1 of 1 side of fabric structure is cut with scissors by the pre-embedded anchoring bolts on 1 structural slab of fabric structure
Connect, scalable section 5 is freely ridden upon on standard section of tower crane 2, safety protection standard block 6 is arranged on fixed knot 4 and scalable section 5
Realize that the both sides of upper tower passage 3 are fixed in both sides.
Wherein the fixed knot 4 does girder using 10# channel-section steels, and secondary beam adopts one-level steel 10 200, surface channel 2mm riffled irons
Plate, the scalable section 5 do girder using 8# channel-section steels, and secondary beam adopts one-level steel 10 200, surface channel 2mm checkered steel plates building
The one end for building thing structure 1 arranges pre-buried anchor ring 7, the pre-buried collar 8 in 4 end of fixed knot being connected with scalable section 5,9 two ends of steel wire rope
It is connected with pre-buried anchor ring 7 and the pre-buried collar 8 respectively, 9 two ends of steel wire rope form ring set with corresponding set using doubling mode
Ring connects, and is fixed using at least 2 U-bolts 10, the non-stress part between adjacent U-bolt 10 after 9 doubling of steel wire rope
Steel wire rope 9 forms the safety curved 11 of arcuation.
During concrete making
Tower passage in a kind of scalable turnover type tower department for construction site of the present embodiment, including fixed knot and
Scalable section, guard system, attachment anchor system etc., fixed knot (is referred to using pre-buried 22mm bolt connections near building body side
Accompanying drawing), distal end is socketed (see figure) using steel wire rope with building body, and scalable section is freely ridden upon on standard section of tower crane.
1st, fixed knot
Fixed knot 40000 × 7000mm of size, does passage girder using 10# channel-section steels (channel cross-section size refers to accompanying drawing),
Secondary beam adopts the length of side for 10mm round steel, and surface channel 2mm thickness checkered steel plates, fixed knot overlap 400mm with building body face.
2nd, scalable section
Scalable section 6890 × 30000mm of size, girder are adopted using 8# thickness channel-section steel (girder section refers to accompanying drawing), secondary beam
10mm round steel, scalable section surface channel open 150mm holes using 2mm thickness checkered steel plates, scalable section girder interval 1m, and at each
Stay the bolt hole of diameter 22mm in hole.Security protection vertical rod on safety protection standard block is inserted directly in girder, insertion depth
80mm, it is ensured that protection safety reliability.Scalable section overlaps 400mm with tower body, freely rides upon tower-body standard section girder.
3rd, passage and building body connecting node
In advance in the foundation bolt of the pre-buried diameter 22mm of floor installed by people's passage, position is logical in strict accordance with installing
The position in road is pre-buried, controls the spacing of two pre-embedded bolts.It is (referring to accompanying drawing) in the pre-buried cable wire drawknot ring of last layer, pre-buried
Position is far from building side 300mm.(referring to accompanying drawing)
4th, fixed knot and telescopic joint stationary nodes
4.1 are fixed with scalable section to fixed knot using the bolt of diameter 22mm.
4.2 arrange oblique pull steel wire rope
(1) in order to reduce the amount of deflection of channel-section steel of encorbelmenting, using steel wire rope unloading, the concrete strength value of suspension ring of encorbelmenting should reach 10N/
Steel wire rope can be installed during more than mm2 carries out off-load, unloads for installing in the pre-buried good reinforcing bar suspension ring of corresponding site during structure construction
Carry steel wire rope.
(2) cantilevered plate is fixed locking nub upper strata steel wire rope drawknot and is illustrated.
(3) embedded U-shaped A16 reinforcing bars, the drawknot that wirerope-winding this node carries out hard protection is fixed.Embedded U-shaped A16 steel
Muscle hook need to carry out load capacity calculation in advance.
5th, guard system
Safety protection standard block：Using calibrated bolck (accompanying drawing 4), vertical rod adopts length of side 150mm square tube, wall thickness 2mm, protective block
Using 100 reinforced mesh of 8mm@.
The description of such scheme is the utility model for being understood that for ease of those skilled in the art and using.
Person skilled in the art obviously easily can make various modifications to embodiment.Therefore, this utility model is not limited
In above-mentioned real scheme, those skilled in the art are made without departing from this utility model category according to method of the present utility model
Improving and change all should be within protection domain of the present utility model.
Claims (5)
1. a kind of tower passage on scalable turnover type tower crane driver, including the fabric structure of hot work in progress（1）Build with being located at
Thing structure（1）Side by standard section of tower crane（2）The tower crane of composition, it is characterised in that：In fabric structure（1）Between tower crane
Tower passage in setting（3）, tower passage wherein on this（3）Including at least one fixed knot（4）With scalable section（5）, adjacent building
Thing structure（1）The fixed knot of side（4）With fabric structure（1）By in fabric structure（1）Pre-buried lower margin spiral shell on structural slab
Bolt is hinged, scalable section（5）Standard section of tower crane is ridden upon freely（2）On, safety protection standard block（6）It is arranged on fixed knot（4）
With scalable section（5）Realize upper tower passage in both sides（3）Both sides fix.
2. tower passage on a kind of scalable turnover type tower crane driver according to claim 1, it is characterised in that：The fixation
Section（4）Girder is done using 10# channel-section steels, secondary beam adopts one-level steel 10 200, surface channel 2mm checkered steel plates.
3. tower passage on a kind of scalable turnover type tower crane driver according to claim 1, it is characterised in that：It is described to stretch
Casing coupling（5）Girder is done using 8# channel-section steels, secondary beam adopts one-level steel 10 200, surface channel 2mm checkered steel plates.
4. tower passage on a kind of scalable turnover type tower crane driver according to claim 1, it is characterised in that：In building
Structure（1）One end pre-buried anchor ring is set（7）, with scalable section（5）The fixed knot of connection（4）Hold the pre-buried collar（8）, steel wire rope
（9）Two ends respectively with pre-buried anchor ring（7）With the pre-buried collar（8）It is connected.
5. tower passage on a kind of scalable turnover type tower crane driver according to claim 4, it is characterised in that：The steel wire
Rope（9）Two ends are formed ring set using doubling mode and are connected with the corresponding collar, the steel wire rope（9）At least 2 U-shaped spiral shells are adopted after doubling
Bolt（10）It is fixed, in adjacent U-bolt（10）Between non-stress part steel wire rope（9）The safety for forming arcuation is curved（11）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620844330.3U CN206053339U (en) | 2016-08-08 | 2016-08-08 | Tower passage on a kind of scalable turnover type tower crane driver |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620844330.3U CN206053339U (en) | 2016-08-08 | 2016-08-08 | Tower passage on a kind of scalable turnover type tower crane driver |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206053339U true CN206053339U (en) | 2017-03-29 |
Family
ID=58380086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620844330.3U Active CN206053339U (en) | 2016-08-08 | 2016-08-08 | Tower passage on a kind of scalable turnover type tower crane driver |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206053339U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437153A (en) * | 2016-08-08 | 2017-02-22 | 中建四局第三建筑工程有限公司 | Telescopic and transferrable crane climbing passageway for tower crane driver |
-
2016
- 2016-08-08 CN CN201620844330.3U patent/CN206053339U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437153A (en) * | 2016-08-08 | 2017-02-22 | 中建四局第三建筑工程有限公司 | Telescopic and transferrable crane climbing passageway for tower crane driver |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106437153A (en) | Telescopic and transferrable crane climbing passageway for tower crane driver | |
| CN110847156A (en) | Steel reinforcement cage suitable for underground diaphragm wall of air shaft and use method | |
| CN204782031U (en) | Interior climbing tower hangs entrance to a cave from promoting safety protection platform | |
| CN104481552B (en) | Super-huge karst cave hole roof fall stone protection construction method | |
| CN208280965U (en) | Coal mine deep well tunnel smooth surface concrete spraying support structure | |
| CN108360380A (en) | A kind of bridge pier column construction operation platform and its construction method | |
| CN106245931A (en) | The underpinning device of load bearing wall and construction method in brick mix structure | |
| CN107254933A (en) | The high-rise single through hole precast shear wall of assembled and its assembling structure and construction method | |
| CN104533483A (en) | Roadway total-space prestress truss, anchor cable and anchor rod coordinated supporting method | |
| CN203499226U (en) | Binding beam type steel cantilever scaffold | |
| CN205712590U (en) | A kind of fabricated shear wall and the attachment structure of Prefabricated concrete-filled steel tube post | |
| CN104847102B (en) | Attachment type raise scaffold is received attached wall method and the device thereof of section in external wall | |
| CN206448504U (en) | It is a kind of be used for interior build by laying bricks or stones, the lift Mobile operating platform of plastering construction | |
| CN107227814B (en) | A kind of large cantilever concrete structure section construction method | |
| CN206337655U (en) | A kind of assembly concrete wallboard and its soft rope anchor ring attachment structure of reinforcement | |
| CN206053339U (en) | Tower passage on a kind of scalable turnover type tower crane driver | |
| CN108222006B (en) | Construction method of square underground continuous wall | |
| CN211143813U (en) | Elevator shaft protection device | |
| CN107035131A (en) | A kind of construction method of elevator integral lifting construction operation platform and elevator | |
| CN204311457U (en) | A kind of Metro station excavation excavation construction composite retaining structure system | |
| CN103334580B (en) | Section steel tripod in a kind of overhanging scaffold and connection system for guide rail | |
| CN203499259U (en) | Tool type cantilevered unloading platform | |
| CN207177310U (en) | A kind of crane beam on rock wall for underground power house reinforcing bar is from steady structure | |
| CN105755959B (en) | Suitable for the Sarasota construction auxiliary stand system and building method of different cross section | |
| CN202039299U (en) | Totally-closed hanging basket |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |