CN106437174B - Rail transport device for inclined operation surface and construction method thereof - Google Patents
Rail transport device for inclined operation surface and construction method thereof Download PDFInfo
- Publication number
- CN106437174B CN106437174B CN201610558056.8A CN201610558056A CN106437174B CN 106437174 B CN106437174 B CN 106437174B CN 201610558056 A CN201610558056 A CN 201610558056A CN 106437174 B CN106437174 B CN 106437174B
- Authority
- CN
- China
- Prior art keywords
- track
- hoist engine
- transport vehicle
- floor
- horizontal segment
- 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.)
- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 18
- 239000010959 steel Substances 0.000 claims abstract description 18
- 238000004873 anchoring Methods 0.000 claims description 35
- 230000003014 reinforcing effect Effects 0.000 claims description 35
- 238000007599 discharging Methods 0.000 claims description 16
- 239000000945 filler Substances 0.000 claims description 11
- 239000003292 glue Substances 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 7
- 239000003550 marker Substances 0.000 claims description 6
- 238000005259 measurement Methods 0.000 claims description 6
- 239000011083 cement mortar Substances 0.000 claims description 3
- 210000004209 hair Anatomy 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 230000011218 segmentation Effects 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 21
- 239000002699 waste material Substances 0.000 abstract description 3
- 230000032258 transport Effects 0.000 description 58
- 238000003466 welding Methods 0.000 description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 10
- 229910052742 iron Inorganic materials 0.000 description 5
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 238000012407 engineering method Methods 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 239000013464 silicone adhesive Substances 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 230000007704 transition Effects 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 206010011224 Cough Diseases 0.000 description 1
- 208000000059 Dyspnea Diseases 0.000 description 1
- 206010013975 Dyspnoeas Diseases 0.000 description 1
- 206010017740 Gas poisoning Diseases 0.000 description 1
- 206010019233 Headaches Diseases 0.000 description 1
- 208000037656 Respiratory Sounds Diseases 0.000 description 1
- 238000003556 assay Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 208000002173 dizziness Diseases 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 238000005183 dynamical system Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 231100000869 headache Toxicity 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000002932 luster Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 239000003755 preservative agent Substances 0.000 description 1
- 230000002335 preservative effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 208000013220 shortness of breath Diseases 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
- 208000024891 symptom Diseases 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000003496 welding fume 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention aims to provide a track transportation device for an inclined operation surface and a construction method thereof, and aims to solve the technical problems of labor waste, difficulty in transportation, low efficiency and high cost in the traditional large-area inclined operation surface material transportation. The construction method adopts common equipment materials such as windlasses, channel steel and the like, and recombines and utilizes the equipment materials. Firstly, constructing a channel steel track on an inclined floor, wherein the channel opening is upward and is used for the travelling of the transport trolley. Set up the hoist engine on slope floor top and regard as the driving system of travelling bogie, set up the anticollision barricade in the one end that the track is located the slope bottom simultaneously, through operating personnel to the operation of hoist engine, reach and to let the travelling bogie stop at arbitrary assigned position on the track to lock travelling bogie and platform of unloading through the chain, in order to carry out the loading and unloading work of material.
Description
Technical field
The present invention relates to one kind in no vertically and horizontally transporting equipment or to be not suitable for arrangement tower crane and running automobile
Large space inclination work surface on carry out transport of materials track conveying device and its construction method.
Background technique
Under normal conditions, in building construction process, transport of materials mode mainly has two kinds of vertical transport, horizontal transport.
For the small areas such as stair, car ramp position, due to the features such as area is small, finishing material dosage is small, generally mostly use
The mode of manual handling is solved.But when large area tilts operation surface construction, encounter the increase of transport of materials amount and nothing
Method is walked in the case where haulage vehicle, if construction site does not have not arranging that gantry crane etc. transports on tower crane and ceiling roof truss again
Equipment, at this moment it will cause serious labor waste, transport difficult, efficiency reductions etc. one still by the way of manual handling
Series of problems.
Summary of the invention
The object of the present invention is to provide a kind of for tilting the track conveying device and its construction of work surface, to solve
Traditional large area tilts the skill of labor waste in work surface transport of materials, transport difficult, efficiency reduction and higher cost
Art problem.
To realize the above-mentioned technical purpose, the present invention adopts the following technical scheme that.
It is a kind of for tilting the track conveying device of work surface characterized by comprising
Track, the track is fixedly connected on structure floor by anchoring piece and, rail continuously distributed along structure floor
Road include the first horizontal segment for being mounted on structure floor top of the slope face, the second horizontal segment for being mounted on structure floor bottom of slope face and
Slope surface tilting section between first horizontal segment and the second horizontal segment.
Hoist engine, the hoist engine are located on structure floor top of the slope face.
Transport vehicle, the transport vehicle set in orbit and are slidably connected with track.
One end of hoist engine hawser, the hoist engine hawser is connected on hoist engine, and the other end is connected on transport vehicle.
Preferably, the track is segmentation structure, in the connection of slope surface tilting section and first horizontal segment, the second horizontal segment
Place disconnects and there are gap, is filled with filler in gap.Preferably, on the road of hoist engine hawser connection hoist engine and transport vehicle
At least provided with the horizontal pulley in a control hoist engine hawser direction on diameter, the horizontal pulley is located at the first horizontal segment of track
Top end part and on track transverse axis.
Preferably, on the path that hoist engine hawser connects horizontal pulley and transport vehicle at least provided with a vertically-arranged pulley,
The vertically-arranged pulley is located at the terminal part of the first horizontal segment of track and on track transverse axis.
Preferably, the two sides of the track correspond to uniform intervals and are provided with discharging platform.
Preferably, the transport vehicle is equipped with the pull ring to fixed transport vehicle.
Preferably, the end of the second horizontal segment of the track, which is vertically equipped with, prevents transport vehicle from continuing forward anti-collision wall.
Preferably, the anti-collision wall includes one group of anti-collision wall upright bar for being fixed on the second horizontal segment end, from top to down water
It is flat to be spaced the anti-collision wall cross bar being connected in anti-collision wall upright bar and the anti-collision wall diagonal brace for being supported on the anti-collision wall upright bar back side.
It is a kind of for tilting the construction of the track conveying device of work surface, which comprises the steps of:
Step 1: measurement and positioning；Errant, anchoring piece, horizontal pulley are marked on floor according to transport vehicle two sides wheelspan
And the position of vertically-arranged pulley.
Step 2: anchoring piece, horizontal pulley and the construction of vertically-arranged pulley are carried out；By anchoring piece, horizontal pulley and vertically-arranged
Pulley is fixedly connected in step 1 the marked locations on floor.
Step 3: floor is levelling；Levelling to position progress where track using cement mortar, levelling width and anchoring piece are wide
It spends identical.
Step 4: track construction is carried out；Track is arranged at the position of step 1 label, and welds and connect with anchoring piece
It connects.
Step 5: discharging platform construction is carried out；It is arranged in the position two sides of the track of label, direction along ng a path uniform intervals
Discharging platform.
Step 6: anti-collision wall construction is carried out；The anti-collision wall upright bar of anti-collision wall and anti-collision wall diagonal brace are fixedly connected on structure
On floor.
Step 7: the arrangement of hoist engine；Hoist engine is arranged in the side of already installed track.
Step 8: the setting of transport vehicle；It welds in transport vehicle two sides for being locked when stopping with discharging platform
Pull ring, and will transport vehicle place track on.
Step 9: hoist engine is connect with automobile-used hoist engine hawser is transported, so far construction finishes.
Preferably, the specific method of measurement and positioning is that two are popped up on floor according to the wheelspan of transport vehicle two sides in step 1
The center line of ink marker of side transport wheels pops up a cross hairs every 3m along line of ink marker direction, thereby determines that track, anchoring piece, horizontal
The position of pulley and vertically-arranged pulley；Then the gradient direction along inclination work surface pulls out control on the basis of structure floor absolute altitude
Line, for controlling the top surface absolute altitude of anchoring piece and the absolute altitude of floor screed-coat；Anchoring piece in step 2 includes track buried plate
The connection reinforcing bar being connected between track buried plate and structure floor vertically first buries on structure floor floor with track when construction
It is corresponding on plate to drill out 4 holes, chemically-planted steel bar glue is injected, the connection reinforcing bar handled well is inserted in the hole, the slow company of rotation when being put into
Connect reinforcing bar, allow hole with connect reinforcing bar and bond comprehensively, then by connect reinforcing bar stretch out floor face part it is corresponding across track buried plate,
Connection reinforcing bar is welded to connect with track buried plate again.
Preferably, the anchoring piece in step 2 includes track buried plate and is connected between track buried plate and structure floor vertically
Connection reinforcing bar, it is first corresponding on structure floor floor and on track buried plate when construction to drill out 4 holes, inject chemically-planted steel bar glue,
The connection reinforcing bar handled well is inserted in the hole, reinforcing bar is slowly rotatablely connected when being put into, allow hole with connect reinforcing bar and bond comprehensively, then
The part for connecting reinforcing bar stretching floor face is corresponding across track buried plate, then reinforcing bar will be connected and carry out welding company with track buried plate
It connects.
Preferably, in step 4 construct track slope surface tilting section when, between slope surface tilting section and first horizontal segment there are
Gap, and filler is filled out in gap；Construct the second horizontal segment when, between the second horizontal segment and slope surface tilting section there are
Gap, and filler is filled out in gap.
Compared with prior art the invention has the characteristics that and beneficial effect.
1, formula track conveying device construction can be stopped for tilting work surface the present invention provides one kind to pass through to biography
The mechanical hoist engine of system, transport vehicle, track carry out reconfiguring utilization, solve large area inclination work surface transport of materials
The problem of.
2, hoist engine is located on the second horizontal segment by the present invention, and operator is located at slope surface top, can pass through operator
The sight of member and the instruction of material handling personnel are stopped in any position of track, and are set when transport vehicle stop in the present invention
Being equipped with reliable limiting device prevents transport vehicle from sliding due to gravitional force to bottom of slope in slope surface.
3, the present invention not only realizes the mechanization of transport of materials using very traditional hoist engine as dynamical system,
And mature mechanical device makes safety guaranteed.
4, the track end in the present invention is provided with interim anti-collision wall, avoids hoist engine failure, and transport vehicle is slided along slope surface
Without any obstruction.
5, the engineering method in the present invention, used material and mechanical equipment more conventional material.Device fabrication and installation
Disposable 200,000 yuan of investment, during which 10000 yuan/month of operating cost, the inclination work surface material that can solve 10000 ㎡ or so hang down
Straight horizontal transport, and it is traditional manually have bad luck, generate about 3000 yuan of expense of the average labour put into daily, equipment and steel
About 120,000 yuan of residual value after depreciation were calculated according to service life 1 year, cost-saved about 89.5 ten thousand yuan, therefore, are applied using this engineering method
Work greatly improves conevying efficiency of the material on inclination floor and saves the duration, reduces cost；In addition to this, the engineering method is real
Simple, the equipment and materials routine of use is applied, securely and reliably.
Detailed description of the invention
Fig. 1 is floor map of the invention.
Fig. 2 is the diagrammatic cross-section of A-A in Fig. 1.
Fig. 3 is the diagrammatic cross-section of B-B in Fig. 1.
Fig. 4 is the front schematic view of anti-collision wall of the invention.
Fig. 5 is the side schematic view of anti-collision wall of the invention.
Fig. 6 is the floor map of anchoring piece of the invention.
Fig. 7 is the side schematic view of anchoring piece of the invention.
Fig. 8 is the floor map of the second horizontal segment and slope surface tilting section of the invention.
Fig. 9 is the diagrammatic cross-section of C-C in Fig. 8.
Figure 10 is the floor map of first horizontal segment and slope surface tilting section of the invention.
Figure 11 is the diagrammatic cross-section of D-D in Figure 10.
Appended drawing reference: 1-hoist engine operates canopy, 2-hoist engines, 3-hoist engine hawsers, 4-horizontal pulleys, 5-anchorings
Part, 51-track buried plates, 52-connection reinforcing bars, 6-tracks, 61-first horizontal segments, 62-slope surface tilting sections, 63-the second
Horizontal segment, 7-discharging platforms, 8-vertically-arranged pulleys, 9-transport wheels, 10-transport vehicles, 11-anti-collision wall cross bars, 12-anticollisions
Wall upright bar, 13-anti-collision wall diagonal braces, 14-pull rings, 15-fillers.
Specific embodiment
It is as shown in Figure 1, Figure 2 and Figure 3, this for tilting the track conveying device of work surface, comprising:
Track 6, the track 6 are fixedly connected on structure floor and are continuously divided along structure floor by anchoring piece 5
Cloth, track 6 include the first horizontal segment 61 for being mounted on structure floor top of the slope face, the second level for being mounted on structure floor bottom of slope face
Section 63 and the slope surface tilting section 62 between first horizontal segment 61 and the second horizontal segment 63.
Hoist engine 2, the hoist engine 2 are located on structure floor top of the slope face.
Transport vehicle 10, the transport vehicle 10 are located on track 6 and are slidably connected with track 6.
One end of hoist engine hawser 3, the hoist engine hawser 3 is connected on hoist engine 2, and the other end is connected to transport vehicle 10
On.
In the present embodiment, set that there are two control elevator on the path that hoist engine hawser 3 connects hoist engine 2 and transport vehicle 10
The horizontal pulley 4 in 3 direction of machine hawser, the horizontal pulley 4 are located at the top end part of the first horizontal segment 61 of track 6 and in tracks 6
On transverse axis, another horizontal pulley 4 is located at that track 6 is outer, the side equipped with hoist engine 2, by pulley principle by hoist engine 2
It is arranged at top of the slope side slope point, hoist engine operation canopy 1 is additionally provided with by hoist engine 2, can guarantee hoist engine operator in this way
10 operating condition of slope surface tilting section 62 and 63 transport vehicle of the second horizontal segment can be seen simultaneously.
In the present embodiment, it is sliding that a vertically-arranged is equipped on the path that hoist engine hawser 3 connects horizontal pulley 4 and transport vehicle 10
Wheel 8, the vertically-arranged pulley 8 is located at the terminal part of the first horizontal segment 61 of track 6 and on 6 transverse axis of track, and described
Vertically-arranged pulley 8 is fixed between lateral horizontal pulley 4 and slope surface tilting section 62.
As shown in Figs. 8 to 11, in the present embodiment, the ski trail gradient is changeable, and track 6 needs to disconnect at knick point, institute
With the junction of slope surface tilting section 62 and first horizontal segment 61, the second horizontal segment 63, there are the gaps 10mm, and fill out in gap
There is filler 15, the filler 15 in the present embodiment is silicone adhesive, and the silicone adhesive is filled in the gap of two tracks, silicone
Glue surface is slightly above 6 bottom surface of track, guarantees transport vehicle 10 in the smooth transition of transition location.6 end of track leans out embedded part edge
Length is not more than 50mm.The track length of gap two sides is no less than 2m, and fixed embedded part is no less than 3.
In the present embodiment, the two sides of the track 6 correspond to uniform intervals and are provided with discharging platform 7.
In the present embodiment, the transport vehicle 10 is equipped with the pull ring 14 to fixed transport vehicle 10, and transport vehicle 10 can be
It stops at discharging platform 7, and is locked together the pull ring 14 of transport vehicle 10 with discharging platform 7 by chain, prevent transport vehicle 10
Slope surface tilting section 62 along track 6 glides.When transport vehicle 10 is located at top of the slope first horizontal segment 61, transport vehicle 10 can arbitrarily stop
It leans on.
In the present embodiment, the end of the second horizontal segment 63 of the track 6, which is vertically equipped with, prevents transport vehicle 10 from continuing to move ahead
Anti-collision wall, once there is 2 failure of hoist engine, when the case where transport vehicle 10 freely glides along track 6, anti-collision wall can limit transport
10 stroke of vehicle, stops the outlet of transport vehicle 10.
Such as Fig. 4 and Fig. 5, in the present embodiment, the anti-collision wall is mainly by being fixed on a row of 63 end of the second horizontal segment
Anti-collision wall upright bar 12 is spaced the anti-collision wall cross bar 11 being fixed in anti-collision wall upright bar 12 from top to down and is supported on row's anticollision
The anti-collision wall diagonal brace 13 at 12 back side of wall upright bar is constituted.
It constructs in the present embodiment this for tilting equipment selected by the track conveying device of work surface and material is as follows
Shown in table: 1 material of table and equipment
The construction of this track conveying device for being used to tilt work surface, includes the following steps.
Step 1: measurement and positioning；Errant 6, anchoring piece 5, horizontal are marked on floor according to 10 two sides wheelspan of transport vehicle
The position of pulley 4 and vertically-arranged pulley 8.
Step 2: anchoring piece 5, horizontal pulley 4 and vertically-arranged pulley 8 are carried out and is constructed；By anchoring piece 5, horizontal pulley 4 and
Vertically-arranged pulley 8 is fixedly connected in step 1 the marked locations on floor.
Step 3: floor is levelling；Levelling, levelling width and anchoring piece 5 are carried out to 6 place position of track using cement mortar
It is of same size.
Step 4: it carries out track 6 and constructs；Track channel steel is arranged at the position of the track 6 of step 1 label, and with
Anchoring piece 5 is welded to connect, and track 6 uses 14# channel steel, and notch is arranged upwards, and the position that channel steel two sides are contacted with buried plate carries out double
Face is welded and fixed, and channel steel can use butt welding with the position that channel steel directly docks.
Step 5: it carries out discharging platform 7 and constructs；It is set in the position two sides of the track 6 of label, direction along ng a path uniform intervals
Discharging platform 7 is set, the processes such as the construction of discharging platform 7, hoist engine operation canopy 1 synchronous with the construction of track 6 can carry out.
Step 6: anti-collision wall construction is carried out；The anti-collision wall upright bar 12 of anti-collision wall and anti-collision wall diagonal brace 13 are fixedly connected on
On structure floor, anti-collision wall is welded using fashioned iron, and fashioned iron anti-collision wall upright bar 12, fashioned iron anti-collision wall diagonal brace 13 pass through embedded part and floor
Connection can be set a skate tire towards the side of track 6 in anti-collision wall, play buffer function after the completion of anti-collision wall welding.
Step 7: the arrangement of hoist engine 2；Hoist engine 2, elevator mechanomotive force are arranged in the side of already installed track 6
Device uses 2T hoist engine.
Step 8: the setting of transport vehicle 10；Transport vehicle 10 is placed on track 6；In the present embodiment, transport vehicle 10 uses
Fashioned iron is welded, and the tire of transport vehicle 10 uses 400 carrying roller of φ, and in the two sides of transport vehicle 10, every side welds two diameters and is
The pull ring 14 of φ 20, is locked when for stopping with discharging platform 7.
Step 9: by hoist engine 2 and the hoist engine hawser 3 of transport vehicle 10, hoist engine hawser 3 uses diameter for 13 steel wire of φ
Rope.
So far construction finishes.
After the completion of track conveying device construction in the present embodiment, need to can put into after project management department's acceptance(check) makes
With.Periodically the key positions such as track 6, hoist engine 2, hoist engine hawser 3 should be checked during use, if there is damage, in time
Maintenance or replacement.
In the present embodiment, the specific method of measurement and positioning is the wheelspan according to 10 two sides of transport vehicle on floor in step 1
The center line of ink marker for popping up two sides transport wheels 9 pops up a cross hairs every 3m along line of ink marker direction, thereby determines that track 6, anchoring
The position of part 5, horizontal pulley 4 and vertically-arranged pulley 8；Then the gradient direction along inclination work surface is using structure floor absolute altitude as base
Standard pulls out control line, for controlling the top surface absolute altitude of anchoring piece 5 and the absolute altitude of floor screed-coat；Anchoring piece 5 in step 2
Connection reinforcing bar 52 between track buried plate 51 and structure floor is connected to including track buried plate 51 and vertically, first in structure when construction
It corresponds on floor floor and on track buried plate 51 and drills out 4 holes, inject chemically-planted steel bar glue, the connection reinforcing bar 52 handled well is inserted into
Kong Zhong is slowly rotatablely connected reinforcing bar 52 when being put into, allow hole with connect reinforcing bar 52 comprehensively bond, then will connection reinforcing bar 52 stretch out building
The part of plate face is corresponding across track buried plate 51, then connection reinforcing bar 52 is welded to connect with track buried plate 51.
In the present embodiment, in step 4 when the slope surface tilting section 62 of construction track 6, slope surface tilting section 62 and first horizontal segment
There are gaps between 61, and filler 15 is filled out in gap；Construct the second horizontal segment 63 when, the second horizontal segment 63 and slope surface
There are gaps between tilting section 62, and filler 15 is filled out in gap.
As shown in Figure 6 and Figure 7, in the present embodiment, the anchoring piece 5 in step 2 includes track buried plate 51 and is connected to vertically
Connection reinforcing bar 52 between track buried plate 51 and structure floor, thick, 300mm × 300mm the steel plate using 6mm of track buried plate 51,
The hole that 4 diameters are 18mm, depth 100mm first is drilled out in floor when construction, injects chemically-planted steel bar glue, buried plate and floor pass through 4
The connection of the connection reinforcing bar 52 of 100mm long Φ 14, the connection reinforcing bar 52 handled well is inserted in the hole, is slowly rotatablely connected reinforcing bar when putting people
52, allow hole with connect reinforcing bar 52 and bond comprehensively, then track buried plate 51 is passed through to the connection reinforcing bar for stretching out floor face, then by track
Buried plate 51 is welded to connect with reinforcing bar 52 is connect.
In the present embodiment, the standard criterion of application execution is as follows: main standard specification has " construction safety inspection mark
It is quasi- " (JGJ59-2011), " construction site temporary electricity technical specification of security " (JGJ46-2005), " anchored after concrete structure
Technical regulation " (JGJ 145-2013), " welding for steel structure specification " (GB50661-2011), " structural steelwork construction quality is tested
Receive specification " (GB502054-2005).
In the present embodiment, key Quality Control is as follows: (1) bar planting drills: what is drilled in step 2 uses electric hammer or air drill
Pore-forming checks and accepts aperture hole depth etc. after drilling by sequence of construction is every into certain batch.Drilling finishes, after checking that hole depth, aperture are qualified
Dust in hole is blown out, then with hairbrush, cotton by hole wall outwash, aperture blowing, should be repeated 2~3 times again, until nothing in hole
Dust.If there is useless hole, tamped after peace and quiet with anchoring adhesive, borehole wall keeps drying.
(2) anchoring adhesive: anchoring adhesive described in step 2 checks the data such as work certificate, survey report after marching into the arena, and
It is sampled inspection according to code requirement, it is after the assay was approved, stringent to match glue in ratio as defined in operation instructions, it stirs evenly.
By in the slow thread injection hole of glue, glue puddling is real in hole, and it is optimum state that adhesive is overflowed outside hole, and encapsulating should be completed once,
The connection reinforcing bar 52 handled well is inserted in the hole, reinforcing bar 52 is slowly rotatablely connected when putting people, allow hole with to connect reinforcing bar 52 comprehensively viscous
It closes.
(3) weld: in the present embodiment, when using being welded to connect, welding rod should be matched with base material.Welding portion should be removed before weldering
Oxide skin, moisture content, greasy dirt, iron rust and burr etc. within the scope of position and its nearby 50mm~80mm influence the impurity of weldquality,
And metallic luster is manifested, weld seam is answered full, and surface must not have the defects of crackle, overlap, and face of weld must not have stomata, folder
The defects of slag, crater crack, arc scratch.
(4) track: the track 6 in the present embodiment answer it is straight, along 10 driving direction deviation of transport vehicle be no more than 10mm, track
6 lower part mortar levelling layer flatness are no more than 5mm.
In the present embodiment, safety measure is as follows: (1) welding operation and cooperation personnel must be used by regulation wearing labor protection
Product take the safety measure for preventing the accidents such as electric shock, gas poisoning and fire.
(2) electric welding machine that scene uses should be equipped with rain-proof, moisture-proof, sun-proof canopy, and should install corresponding fire-fighting equipment
Material.
(3) zero line protection is carried out, guarantees that zero curve in the metal shell and power supply system of electrical equipment or dedicated zero curve are straight
It connects and is electrically connected.
(4) rainy day must not be in outdoor electric welding；In sough operation, operator should stand on the ground for being covered with insulation articles
Side, and insulated shoes should be worn.
(5) remove welding slag, using air-arc cutting back chipping when, safety goggles or mask should be worn, prevent scum splashing hurt sb.'s feelings.
(6) periodically the key positions such as track 6, hoist engine 2, wirerope should be checked during running, if there is damage, and
Shi Weixiu or replacement.
In the present embodiment, environmental protection measure is as follows: (1) all steel should carry out preservative treatment, reduce steel corrosion scene.
(2) when welding, safety goggles should be worn, and there should be light insulation pad, avoids light pollution.
(3) it when welding, should ensure that operating location well-ventilated, can rapidly be blown to weld the welding fume of generation
It dissipates, avoids operating personnel and generate the symptoms such as dizziness, headache, cough, shortness of breath uncomfortable in chest.
(4) hoist engine operation canopy 1 is set up around hoist engine 2, reduces the noise pollution that hoist engine generates.
(5) equipment operation reduces engineering construction oil consumption and CO2 emission all by electric power.
Claims (7)
1. a kind of for tilting the track conveying device of work surface characterized by comprising
Track (6), the track (6) are fixedly connected on structure floor and are continuously divided along structure floor by anchoring piece (5)
Cloth, track (6) include the first horizontal segment (61) for being mounted on structure floor top of the slope face, are mounted on the second of structure floor bottom of slope face
Horizontal segment (63) and the slope surface tilting section (62) between first horizontal segment (61) and the second horizontal segment (63)；
Hoist engine (2), the hoist engine (2) are located on structure floor top of the slope face；
Transport vehicle (10), the transport vehicle (10) are located on track (6) and are slidably connected with track (6)；
One end of hoist engine hawser (3), the hoist engine hawser (3) is connected on hoist engine (2), and the other end is connected to transport vehicle
(10) on；
The track (6) is segmentation structure, in slope surface tilting section (62) and first horizontal segment (61), the second horizontal segment (63)
Junction disconnects and there are gap, is filled with filler (15) in gap；In hoist engine hawser (3) connection hoist engine (2) and transport
At least provided with the horizontal pulley (4) in control hoist engine hawser (3) direction, the horizontal pulley on the path of defeated vehicle (10)
(4) it is located at the top end part of the first horizontal segment (61) of track (6) and on track (6) transverse axis；
The two sides of the track (6) correspond to uniform intervals and are provided with discharging platform (7).
2. according to claim 1 a kind of for tilting the track conveying device of work surface, it is characterised in that: in hoist engine
Hawser (3) is connected at least provided with a vertically-arranged pulley (8) on horizontal pulley (4) and the path of transport vehicle (10), and the vertically-arranged is sliding
Wheel (8) is located at the terminal part of the first horizontal segment (61) of track (6) and on track (6) transverse axis.
3. according to claim 2 a kind of for tilting the track conveying device of work surface, it is characterised in that: the transport
Vehicle (10) is equipped with the pull ring (14) to fixed transport vehicle (10).
4. according to claim 3 a kind of for tilting the track conveying device of work surface, it is characterised in that: the track
(6) end of the second horizontal segment (63), which is vertically equipped with, prevents transport vehicle (10) from continuing forward anti-collision wall；The anti-collision wall packet
Include one group of anti-collision wall upright bar (12) for being fixed on the second horizontal segment (63) end, to be connected to anti-collision wall vertical for horizontal interval from top to down
Anti-collision wall cross bar (11) on bar (12) and the anti-collision wall diagonal brace (13) for being supported on anti-collision wall upright bar (12) back side.
5. a kind of as claimed in claim 4 for tilting the construction of the track conveying device of work surface, which is characterized in that packet
Include following steps:
Step 1: measurement and positioning；Errant (6) is marked on floor according to transport vehicle (10) two sides wheelspan, anchoring piece (5), is put down
Set the position of pulley (4) and vertically-arranged pulley (8)；
Step 2: anchoring piece (5), horizontal pulley (4) and vertically-arranged pulley (8) construction are carried out；By anchoring piece (5), horizontal pulley
(4) and vertically-arranged pulley (8) is fixedly connected in step 1 the marked locations on floor；
Step 3: floor is levelling；Levelling, levelling width and anchoring piece (5) are carried out to position where track (6) using cement mortar
It is of same size；
Step 4: track (6) construction is carried out；By track (6) be arranged in step 1 label position at, and with anchoring piece (5)
It is welded to connect；
Step 5: discharging platform (7) construction is carried out；It is set in the position two sides of the track (6) of label, direction along ng a path uniform intervals
Set discharging platform (7)；
Step 6: anti-collision wall construction is carried out；The anti-collision wall upright bar (12) of anti-collision wall and anti-collision wall diagonal brace (13) are fixedly connected on
On structure floor；
Step 7: the arrangement of hoist engine (2)；Hoist engine (2) are arranged in the side of already installed track (6)；
Step 8: the setting of transport vehicle (10)；Transport vehicle (10) two sides weld for stop when with discharging platform (7) into
Line-locked pull ring (14), and transport vehicle (10) are placed on track (6)；
Step 9: hoist engine (2) is connect with transport vehicle (10) with hoist engine hawser (3), and so far construction finishes.
6. according to claim 5 a kind of for tilting the construction of the track conveying device of work surface, feature exists
In the specific method of measurement and positioning is to pop up two sides transport vehicle on floor according to the wheelspan of transport vehicle (10) two sides in step 1
The center line of ink marker for taking turns (9) pops up a cross hairs every 3m along line of ink marker direction, thereby determines that track (6), anchoring piece (5), horizontal
The position of pulley (4) and vertically-arranged pulley (8)；Then the gradient direction along inclination work surface is drawn on the basis of structure floor absolute altitude
Control line is used to control the top surface absolute altitude of anchoring piece (5) and the absolute altitude of floor screed-coat out；Anchoring piece (5) packet in step 2
It includes track buried plate (51) and is connected to connection reinforcing bar (52) between track buried plate (51) and structure floor vertically, when construction first exists
It corresponds on structure floor floor and on track buried plate (51) and drills out 4 holes, inject chemically-planted steel bar glue, the connection reinforcing bar that will be handled well
(52) insert in the hole, reinforcing bar (52) be slowly rotatablely connected when being put into, allow hole with connect reinforcing bar (52) comprehensively bond, then will connection
The part that reinforcing bar (52) stretches out floor face is corresponding across track buried plate (51), then will connection reinforcing bar (52) and track buried plate (51) into
Row is welded to connect.
7. according to claim 6 a kind of for tilting the construction of the track conveying device of work surface, feature exists
In, in step 4 construct track (6) slope surface tilting section (62) when, stayed between slope surface tilting section (62) and first horizontal segment (61)
There is gap, and fills out filler (15) in gap；Construct the second horizontal segment (63) when, the second horizontal segment (63) inclines with slope surface
There are gaps between oblique section (62), and filler (15) are filled out in gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610558056.8A CN106437174B (en) | 2016-07-15 | 2016-07-15 | Rail transport device for inclined operation surface and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610558056.8A CN106437174B (en) | 2016-07-15 | 2016-07-15 | Rail transport device for inclined operation surface and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106437174A CN106437174A (en) | 2017-02-22 |
| CN106437174B true CN106437174B (en) | 2019-04-12 |
Family
ID=58184530
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610558056.8A Expired - Fee Related CN106437174B (en) | 2016-07-15 | 2016-07-15 | Rail transport device for inclined operation surface and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106437174B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106939605B (en) * | 2017-05-12 | 2022-05-10 | 山东大学 | Slope protection building block carrying equipment and method |
| CN111979855B (en) * | 2020-07-21 | 2021-12-07 | 中国水利水电第十二工程局有限公司 | Special transport construction vehicle for installing inclined shaft track and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001040669A (en) * | 1999-07-28 | 2001-02-13 | Emi Majima | Slope longitudinal-lateral shifter |
| CN203064982U (en) * | 2012-12-28 | 2013-07-17 | 中建五局土木工程有限公司 | Transporting device for mountain high slope construction materials |
| CN203269274U (en) * | 2013-05-31 | 2013-11-06 | 中国葛洲坝集团股份有限公司 | Slope section rail type conveying device |
| CN203284165U (en) * | 2013-05-07 | 2013-11-13 | 天津二十冶建设有限公司 | Side slope material transporting system |
| CN203767500U (en) * | 2014-02-17 | 2014-08-13 | 珠海市粤华园林绿化建设管理有限公司 | Slope feeding system |
| CN205976546U (en) * | 2016-07-15 | 2017-02-22 | 中国建筑第二工程局有限公司 | Rail transport device for inclined working face |
-
2016
- 2016-07-15 CN CN201610558056.8A patent/CN106437174B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001040669A (en) * | 1999-07-28 | 2001-02-13 | Emi Majima | Slope longitudinal-lateral shifter |
| CN203064982U (en) * | 2012-12-28 | 2013-07-17 | 中建五局土木工程有限公司 | Transporting device for mountain high slope construction materials |
| CN203284165U (en) * | 2013-05-07 | 2013-11-13 | 天津二十冶建设有限公司 | Side slope material transporting system |
| CN203269274U (en) * | 2013-05-31 | 2013-11-06 | 中国葛洲坝集团股份有限公司 | Slope section rail type conveying device |
| CN203767500U (en) * | 2014-02-17 | 2014-08-13 | 珠海市粤华园林绿化建设管理有限公司 | Slope feeding system |
| CN205976546U (en) * | 2016-07-15 | 2017-02-22 | 中国建筑第二工程局有限公司 | Rail transport device for inclined working face |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106437174A (en) | 2017-02-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203925507U (en) | A kind of metro shield assembling and the system of going into the well | |
| CN102296495B (en) | Long steel rail laying and welding construction process under conditions of large temperature differences and strong sandstorms | |
| CN201494438U (en) | Simple fast-assembling cableway for maintenance and emergency repair of mountain pipeline | |
| CN203269274U (en) | Slope section rail type conveying device | |
| CN107013038A (en) | A kind of steel structure slipping of building roof lighting Zhongting changes column construction method | |
| CN106088141B (en) | For the construction method for the foundation structure for reinforcing lowering or hoisting gear | |
| CN110230261B (en) | Mounting construction method for upper frame beam of double-layer synchronous beam | |
| CN208122371U (en) | On across the high-speed rail safe guarding shed fast dismounting device of operation line | |
| CN106744351A (en) | The method that cable-stayed bridge main-beam lifting is carried out using cable crane | |
| CN105569692A (en) | Trolley for welding tunnel waterproof board hanging cloth | |
| CN101372231B (en) | Technique for drawing, transporting and lifting ground rail type cable railway equipment | |
| CN106437174B (en) | Rail transport device for inclined operation surface and construction method thereof | |
| CN106184237A (en) | A kind of Light-duty Quick-installation cableway | |
| CN109930435A (en) | Straddle-type monorail PC track beam construction method in a kind of circular cross section tunnel | |
| CN107059656B (en) | The construction method of active service bridge maintenance maintenance boat scaffold operating platform | |
| CN103821084B (en) | Operational method at the bottom of implement at the bottom of beam and beam | |
| JP3150572B2 (en) | Bridge erection equipment | |
| CN205976546U (en) | Rail transport device for inclined working face | |
| CN103215862B (en) | A kind of rail section of track crab shape device about track-laying machine and construction method thereof | |
| CN109519199B (en) | Shield tunnel segment supporting trolley | |
| JP6873435B2 (en) | Suspended scaffolding and its erection method | |
| JP2004107972A (en) | Launching method and launching machine for bridge | |
| CN113482047A (en) | Pipe gallery installation method | |
| CN106012854A (en) | Transportation equipment for prefabricated viaduct plates | |
| CN115142853B (en) | Construction method for quickly installing vertical shaft equipment of single-hole well |
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 | ||
| 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: 20190412 |