CN110528397A - A kind of equipment for bridge surface waterproof layer construction - Google Patents
A kind of equipment for bridge surface waterproof layer construction Download PDFInfo
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- CN110528397A CN110528397A CN201910934852.0A CN201910934852A CN110528397A CN 110528397 A CN110528397 A CN 110528397A CN 201910934852 A CN201910934852 A CN 201910934852A CN 110528397 A CN110528397 A CN 110528397A
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- support frame
- concrete
- equipment
- bridge
- shake table
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
The invention discloses a kind of equipment for bridge surface waterproof layer construction, for constructing to the bridge floor between the bridge floor and non-fragment orbit and protecting wall between adjacent two rows of non-fragment orbits, equipment includes concrete vibrating device, concrete vibrating device includes: two sliding rails, and two sliding rails are for being divided into two rows of non-fragment orbits or non-fragment orbit and protecting wall；Support frame, transverse direction are set between two sliding rails, and the both ends of support frame are movably disposed in respectively on two sliding rails；Shake table, the shape of bottom surface are adapted with the shape of bridge floor, and shake table is connected to the bottom of support frame by height adjustment mechanism, and height adjustment mechanism is for adjusting shake table height；Driver is set on shake table, for driving shake table to vibrate, with the concrete layer for the bridge floor that vibrates.Can fast implement concrete uniformly vibrate, will not leakage, meet concrete absolute altitude and top of concrete drainage grade, guarantee the quality of bridge surface waterproof layer.
Description
Technical field
The present invention relates to field of bridge construction, and in particular to a kind of equipment for bridge surface waterproof layer construction.
Background technique
Non-fragment orbit Waterproofing Layer for Concrete Bridge Deck is as a key link for improving bridge durability, high-speed rail non-fragment orbit
The water-proof system constituted using coiled material class bituminous water-proof coating and C40 microlith fiber concrete or C40 reinforced concrete protective layer.
At present in the waterproof protective layer construction of high-speed rail, need to the Bridge Beam face row waterproof between two rows of fragment-free track slabs
Layer construction, first laying high polymer asphalt water-proof coiled material, then casting concrete formation waterproof layer progress waterproof, however high polymer pitch
The laying amount of waterproof roll is big, and hand lay-up mode efficiency is relatively low, and laying quality is unable to get guarantee.And concrete is applied
Work method is manually to be vibrated using small-sized vibrating spear, is vibrated at one primary, and leakage is easy to produce, and manually vibrating can not be quasi-
Vibrating time is really held, since every place's vibrating time is different, causes concrete compaction degree different, total quality is uneven；Vibration
Artificial receipts face, manual control concrete absolute altitude and manual control drainage grade are still needed to after smashing, but artificial receipts face can not be precisely controlled
Concrete absolute altitude and concrete cover top surface drainage grade, mostly can there is a phenomenon where the gradients not to meet design requirement, cause to mix
Solidifying protective soil layer function affect substantially reduces, and seeping phenomenon is generated between route, is unsatisfactory for drainage requirement.
Summary of the invention
In view of the deficiencies in the prior art, setting the purpose of the present invention is to provide a kind of construction of bridge surface waterproof layer
It is standby, can fast implement concrete uniformly vibrate, will not leakage, meet concrete absolute altitude and top of concrete drainage grade, protect
Demonstrate,prove the quality of bridge surface waterproof layer.
To achieve the above objectives, the technical solution adopted by the present invention is that:
A kind of equipment for bridge surface waterproof layer construction, for the bridge floor and nothing between adjacent two rows of non-fragment orbits
Bridge floor between tiny fragments of stone, coal, etc. track and protecting wall is constructed, which is characterized in that the equipment includes concrete vibrating device, described mixed
Coagulating soil tamping equipment includes:
Two sliding rails, two sliding rails are for being divided on adjacent two rows of non-fragment orbits or non-fragment orbit and protecting wall
On；
Support frame, transverse direction is set between two sliding rails, and the both ends of support frame as described above are movably disposed in respectively
On two sliding rails；
Shake table, the shape of bottom surface are adapted with the shape of bridge floor, and the shake table is connected by height adjustment mechanism
In the bottom of support frame as described above, the height adjustment mechanism is for adjusting the shake table height；
Driver is set on the shake table, for driving the shake table to vibrate, with the concrete for the bridge floor that vibrates
Layer.
On the basis of above scheme, the height adjustment mechanism includes at least one first height adjusting part, and described
One height adjusting part includes:
Sleeve is fixed on support frame as described above；
Threaded rod, bottom end are connected with the shake table, and top passes through the sleeve and is spirally connected with the sleeve；
Two nuts, are bolted on threaded rod, and are located at sleeve two sides up and down.
On the basis of above scheme, the both ends of support frame as described above pass through the second height adjusting part set on two cunnings
On rail, second height adjusting part includes:
Sleeve is fixed on support frame as described above；
Threaded rod, bottom end are connected by the first idler wheel with the sliding rail, top across the sleeve and with the sleeve
It is spirally connected；
Two nuts, are bolted on threaded rod, and are located at sleeve two sides up and down.
On the basis of above scheme, when constructing to the bridge floor between adjacent two rows of non-fragment orbits, the vibration
The bottom surface of dynamic platform is " V " the font face of intermediate thin, both sides thickness along the section of direction across bridge.
On the basis of above scheme, the gradient in " V " the font face is 2%.
On the basis of above scheme, the equipment further includes concrete-face closure device, the concrete-face closure device packet
It includes:
Operation platform is used to carry construction personnel to carry out receipts face to concrete layer；
Two movable stands being vertically arranged, bottom end is mounted on the operation platform both ends respectively, and top is respectively used to
Rolling be connected on adjacent two rows of non-fragment orbits or non-fragment orbit and protecting wall on.
On the basis of above scheme, the movable stand includes:
Loop bar, bottom end are connected with the operation platform；
Telescopic rod, bottom end are protruded into the loop bar and can be moved up and down along the loop bar, and top is connected with the second rolling
Wheel.
On the basis of above scheme, the both ends of the movable stand are equipped with directive wheel, and the directive wheel is used for along adjacent
Two rows of non-fragment orbits side wall it is mobile or moved along the side wall of non-fragment orbit and the side wall of protecting wall.
On the basis of above scheme, the equipment further includes asphalt felt laying apparatus, and the asphalt felt is laid with dress
It sets and includes:
Adjustable shelf；
For winding the wireline reel of asphalt felt, the wireline reel is set on the adjustable shelf；
Coil support frame, along the conveying direction of asphalt felt, the coil support frame is located at wireline reel downstream, by the
Three height adjusting parts are mounted on the adjustable shelf, and the third height regulating part is used to adjust the height of the coil support frame
Degree, so that the baking space for toasting asphalt felt is formed on the bottom of the coil support frame；
Wheel is rolled, along the conveying direction of asphalt felt, the wheel that rolls is located at coil support frame downstream, and described
Adjustable shelf is connected, and is used for rolled asphalt coiled material, so that the asphalt felt is laid on the bridge floor.
On the basis of above scheme, the third height regulating part includes:
Loop bar, bottom end are connected with the adjustable shelf；
Telescopic rod, bottom end are protruded into the loop bar and can be moved up and down along the loop bar, top and the coiled material branch
Support is connected.
Compared with the prior art, the advantages of the present invention are as follows:
Concrete vibrating device of the invention includes the support frame being movably disposed on two tracks, is existed by support frame
Movement on sliding rail uniformly vibrates to the concrete of bridge floor, and track has head fall, can longitudinally set according to concrete layer
The gradient of slope design track is counted, when such support frame advances in orbit, vibrated concrete layer head fall is to set
Count the gradient.The bottom surface of shake table is adapted with the shape of bridge floor, and the concrete surface after vibrating is in identical as the bottom surface of shake table
Shape, meet the concrete layer transverse drainage gradient everywhere, be conducive to draining, and shake table is connected to by height adjustment mechanism
The bottom of support frame, height adjustment mechanism is for adjusting shake table height, so that concrete meets absolute altitude；Driver is set to vibration
On platform, for driving shake table to vibrate, with the concrete layer for the bridge floor that vibrates, the vibration of driver drives shake table vibration, passes through
The vibration of shake table carrys out vibrated concrete, is able to achieve continuous uniform vibrated concrete, will not leakage, guarantee the matter of bridge surface waterproof layer
Amount, and the receipts face of concrete is acted on vibrating to also achieve during edge of table vibration while movement, coagulation of the invention
Native tamping equipment can realize vibrating and receive face to concrete simultaneously, meet concrete layer vertically and horizontally drainage grade everywhere, construction
It is more efficient.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of non-fragment orbit concrete bridge deck in the embodiment of the present invention；
Fig. 2 is the structural schematic diagram of concrete vibrating device in the embodiment of the present invention；
Fig. 3 is shake table in the embodiment of the present invention along the schematic cross-section of direction across bridge；
Fig. 4 is the structural schematic diagram of concrete-face closure device in the embodiment of the present invention；
Fig. 5 is the structural schematic diagram of asphalt felt laying apparatus in the embodiment of the present invention；
Fig. 6 is the enlarged drawing of third height regulating part in the embodiment of the present invention.
In figure: 1- non-fragment orbit, 2- bridge floor, 4- concrete vibrating device, 40- sliding rail, 41- support frame, 42- shake table,
The bottom surface 420-, the first height adjusting part of 43-, 430- sleeve, 431- threaded rod, 432- nut, the first idler wheel of 433-, 44- driving
Device, the second height adjusting part of 45-, 5- concrete-face closure device, 50- movable stand, 500- loop bar, 501- telescopic rod, 502- second
Idler wheel, 51- operation platform, 52- directive wheel, 6- asphalt felt laying apparatus, 60- adjustable shelf, 61- wireline reel, 62- coil support
Frame, 63- third height regulating part, 64- roll wheel, 65- baking space, 7- asphalt felt.
Specific embodiment
Invention is further described in detail with reference to the accompanying drawings and embodiments.
Shown in Figure 1, the embodiment of the present invention provides a kind of equipment for bridge surface waterproof layer construction, for adjacent
The bridge floor 2 between bridge floor 2 and non-fragment orbit 1 and protecting wall between two rows of non-fragment orbits 1 is constructed, first asphalt volume
Material 7, then to casting concrete on asphalt felt 7, and waterproof layer is formed, after having poured concrete, using concrete vibrating device 4
It is vibrated to concrete and receives face, shown in Figure 2, concrete vibrating device 4 includes two sliding rails 40, support frame 41, vibration
Dynamic platform 42 and driver 44, when constructing to the bridge floor 2 between adjacent two rows of non-fragment orbits 1, two sliding rails 40 set up separately
In on two rows of non-fragment orbits 1, when constructing to the bridge floor 2 between non-fragment orbit 1 and protecting wall, two sliding rails 40 are divided into
On non-fragment orbit 1 and protecting wall；Support frame 41 is laterally set between two sliding rails 40, and the both ends of support frame 41 move respectively
Ground is set on two sliding rails 40, by the movement on sliding rail 40 of support frame 41, is uniformly shaken to the concrete of bridge floor 2
It smashes, sliding rail 40 has head fall, can be according to the gradient of concrete layer longitudinal design slope design sliding rail 40, such support frame 41
When advancing on sliding rail 40, vibrated concrete layer head fall is design grade.It is shown in Figure 3, shake table 42
Bottom surface 420 is adapted with the shape of bridge floor 2, and the concrete surface after vibrating is in cambered surface identical with the bottom surface 420 of shake table 42,
Meet the concrete layer transverse drainage gradient everywhere, is conducive to draining, and shake table 42 is connected to support by height adjustment mechanism
The bottom of frame 41, height adjustment mechanism is for adjusting 42 height of shake table, so that concrete meets absolute altitude；Driver 44 is set to vibration
On dynamic platform 42, and for driving shake table 42 to vibrate, with the concrete layer for the bridge floor 2 that vibrates, the vibration of driver 44 drives vibration
Platform 42 vibrate, by the vibration of shake table 42 come vibrated concrete, be able to achieve continuous uniform vibrated concrete, will not leakage, protect
The quality of bridge surface waterproof layer is demonstrate,proved, and also achieves the receipts face to concrete during the vibration of 42 side of shake table while movement
Effect, concrete vibrating device 4 of the invention can realize vibrating and receives face to concrete simultaneously, meet top of concrete and drain
The gradient, construction efficiency are higher.
Shown in Figure 2, height adjustment mechanism includes at least one first height adjusting part 43, the first height adjusting part 43
Including the sleeve 430, threaded rod 431 and two nuts 432, the bottom end of threaded rod 431 and shake table being fixed on support frame 41
42 are connected, and top passes through sleeve 430 and is spirally connected with sleeve 430；Two nuts 432 are bolted on threaded rod 431, and are located at
About 430 two sides of sleeve, by adjusting for preventing threaded rod 431 from moving up and down for threaded rod 431 and the fixation of sleeve 430, and
And the height of threaded rod 431 adjusts the height of shake table 42, so that distance of the shake table apart from bitumen layer is equal to concrete
Absolute altitude, it is by two nuts 432 that threaded rod 431 and sleeve 430 is fixed after adjusting height, it prevents from moving down on threaded rod 431
It is dynamic.And 431 bottom end of threaded rod is connected by chain with shake table 42, and chain can prevent the vibration of shake table 42 to be transmitted to branch
Support 41 leads to the vibration of support frame 41.
Shown in Figure 2, the both ends of support frame 41 pass through the second height adjusting part 45 on two sliding rails 40, and second
Height adjusting part 45 includes being fixed on 41 upper bush 430 of support frame, threaded rod 431 and two nuts 432, the bottom of threaded rod 431
End is connected by the first idler wheel 433 with sliding rail 40, and top passes through sleeve 430 and is spirally connected with sleeve 430；Two nuts 432 are spirally connected
In on threaded rod 431, and it is located at about 430 two sides of sleeve.Since there are straightways and superelevated curve for two rows of non-fragment orbits 1
Section, the superelevated curve section of non-fragment orbit 1 is adapted to by adjusting the height at 41 both ends of support frame.
It is shown in Figure 3, when constructing to the bridge floor 2 between adjacent two rows of non-fragment orbits 1, the bottom of shake table 42
Face 420 along the section of direction across bridge be intermediate thin, both sides thickness " V " font face, and the gradient in " V " font face be 2%；When to no tiny fragments of stone, coal, etc.
When bridge floor 2 between track 1 and protecting wall is constructed, the bottom surface 420 of shake table 42 is inclined surface along the section of direction across bridge, two
The water on bridge floor 2 between row's non-fragment orbit 1 can be arranged towards two sides to non-fragment orbit 1 and protecting wall along the slope surface in " V " font face
Between bridge floor 2, drain further along inclined-plane between non-fragment orbit 1 and protecting wall.And 420 longitudinal direction of bottom surface of shake table 42 has
The 420 front side absolute altitude of bottom surface of levelling effect, shake table 42 is more slightly higher than bottom rear absolute altitude, and shake table 42 is effectively ensured in design in this way
Concrete input when advance, makes concrete surface sufficiently vibrate, and is more closely combined together, reaches between concrete aggregate particle
To closely knit firm durable, surface without honeycomb blister, pitted skin and other effects, to meet the requirement of agent on crack resistance of concrete permeability.
Shown in Figure 4, equipment further includes concrete-face closure device 5, and concrete-face closure device 5 includes 51 He of operation platform
Two movable stands 50 being vertically arranged, operation platform 51 is for carrying construction personnel to carry out receipts face, constructor to concrete layer
Member stands and carries out receipts face to the local incomplete concrete in receipts face on operation platform 51, the bottom end of two movable stands 50 group respectively
Set on 51 both ends of operation platform, and when constructing to the bridge floor 2 between adjacent two rows of non-fragment orbits 1, top is used respectively
It is connected on two rows of non-fragment orbits 1 in rolling；When constructing to the bridge floor 2 between non-fragment orbit 1 and protecting wall, top point
It Yong Yu not roll and be connected to non-fragment orbit 1 and protecting wall.Enable construction personnel just movement just receive face, to entire concrete layer into
Row is complete to receive face, guarantees the quality requirement of concrete layer.
Shown in Figure 4, movable stand 50 includes loop bar 500 and telescopic rod 501, bottom end and the operation platform 51 of loop bar 500
It is connected；The bottom end of telescopic rod 501 is protruded into loop bar 500 and can be moved up and down along loop bar 500, and top is connected with the second idler wheel
502.Since there are straightways and superelevated curve section for two rows of non-fragment orbits 1, loop bar is protruded into the bottom end by adjusting telescopic rod 501
Length in 500 adjusts the height of movable stand 50, comes so that movable stand 50 meets the superelevated curve section of non-fragment orbit 1.
Further, the both ends of movable stand 50 are equipped with directive wheel 52, when to the bridge between adjacent two rows of non-fragment orbits 1
When face 2 is constructed, directive wheel 52 is moved along the side wall of adjacent two rows of non-fragment orbits 1；When to non-fragment orbit 1 and protecting wall it
Between bridge floor 2 when being constructed, directive wheel 52 is moved along the side wall of non-fragment orbit 1 and the side wall of protecting wall.Directive wheel 52 is used for
It play the guiding role to the movement of movable stand 50, so that the moving process of movable stand 50 is more labor-saving, direction is more accurate.
Shown in Figure 5, equipment further includes asphalt felt laying apparatus 6, and asphalt felt laying apparatus 6 is used in bridge floor 2
Upper laying asphalt felt 7, asphalt felt laying apparatus 6 include adjustable shelf 60, along the conveying direction of asphalt felt 7, are successively arranged
For winding the wireline reel 61 of asphalt felt 7, coil support frame 62 and rolling wheel 64, wireline reel 61 is set on adjustable shelf 60,
Coil support frame 62 is mounted on adjustable shelf 60 by third height regulating part 63, and third height regulating part 63 is for adjusting coiled material
The height of support frame 62, so that the baking space 65 for toasting asphalt felt 7 is formed on the bottom of coil support frame 62；Roll wheel
Rumble 64 is connected with adjustable shelf 60, and is used for rolled asphalt coiled material 7, so that asphalt felt 7 is laid on bridge floor 2.In use, first will
Asphalt felt 7 is located on wireline reel 61, and asphalt felt 7 is delivered to by coil support frame 62 and is rolled under wheel 64, is being toasted
It is put into apparatus for baking in space 65 to toast asphalt felt 7, handles the basal plane coated on asphalt felt 7 and concrete layer
Agent hot melt finally drags adjustable shelf 60 and controls 6 direction of advance of asphalt felt laying apparatus and speed, and drives and roll 64 rows of wheel
Rolled asphalt coiled material 7 is walked, so that asphalt felt 7 be made to fit closely with basal plane inorganic agent, realizes the Quick uniform paving of asphalt felt 7
If saving the construction time, 7 laying quality of asphalt felt is improved.
Shown in Figure 6, third height regulating part 63 includes loop bar 500 and telescopic rod 501, the bottom end of loop bar 500 and work
Moving frame 60 is connected；The bottom end of telescopic rod 501 is protruded into loop bar 500 and can be moved up and down along loop bar 500, top and coil support
Frame 62 is connected, and the height of coil support frame 62 is adjusted by adjusting depth of the telescopic rod 501 in loop bar 500, to reserve
Baking space 65, to toast asphalt felt 7.
Shown in Figure 5, coil support frame 62 is also connected by fixing piece with adjustable shelf 60, and fixing piece includes two screws
Hook and nut, two screw hooks are connected with coil support frame 62 and adjustable shelf 60 respectively, and the screw thread of two screws hook
It is contrary；Nut is bolted between two screw hooks.After the height adjustment of third height regulating part 63, then rotate two
Screw hook is fixed to match the height of third height regulating part 63 so that coil support frame 62 be supported.
The step of bridge surface waterproof layer of the invention is constructed are as follows:
It is laid with asphalt felt 7 on bridge floor first with asphalt felt laying apparatus 6, the setting of asphalt felt 7 is being wound
On axis 61, the height of coil support frame 62 is adjusted using third height regulating part 63, so that the bottom of coil support frame 62 is formed
For toasting the baking space 65 of asphalt felt 7, it is put into apparatus for baking in baking space 65, asphalt felt 7 is toasted,
The basal plane inorganic agent coated on asphalt felt 7 and concrete layer is heated, adjustable shelf 60 is finally dragged and controls asphalt felt laying
6 direction of advance of device and speed, and drive and roll 64 walking rolled asphalt coiled material 7 of wheel, to make at asphalt felt 7 and basal plane
Reason agent fits closely, and realizes the laying of asphalt felt 7.
Then it recycles concrete vibrating device 4 to be vibrated and received to concrete face, is adjusted by height adjustment mechanism
The height of shake table 42 so that concrete meets absolute altitude, by the second height adjusting part 45 adjust the height at 41 both ends of support frame come
The superelevated curve section of non-fragment orbit 1 is adapted to, and by the movement on sliding rail 40 of support frame 41, to the concrete of bridge floor 2
It uniformly vibrates, driver 44 is set on shake table 42, and for driving shake table 42 to vibrate, with the coagulation for the bridge floor 2 that vibrates
The vibration of soil layer, driver 44 drives shake table 42 to vibrate, and by the vibration of shake table 42 come vibrated concrete, is able to achieve continuous
Uniform vibrated concrete, will not leakage, the mistake for guaranteeing the quality of bridge surface waterproof layer, and being moved simultaneously in the vibration of 42 side of shake table
The receipts face effect to concrete is also achieved in journey.
Receipts face finally is carried out using 5 pairs of incomplete concrete in local receipts face of concrete-face closure device, construction personnel stands
On operation platform 51, and movable stand 50 is moved to carry out the complete receipts face of concrete layer, guarantee the quality requirement of concrete layer,
The final construction for realizing waterproof layer.
The present invention is not limited to the above-described embodiments, for those skilled in the art, is not departing from
Under the premise of the principle of the invention, several improvements and modifications can also be made, these improvements and modifications are also considered as protection of the invention
Within the scope of.The content being not described in detail in this specification belongs to the prior art well known to professional and technical personnel in the field.
Claims (10)
1. it is a kind of for bridge surface waterproof layer construction equipment, for the bridge floor (2) between adjacent two rows of non-fragment orbits (1) with
And the bridge floor (2) between non-fragment orbit (1) and protecting wall is constructed, which is characterized in that the equipment includes concrete vibrating
Device (4), the concrete vibrating device (4) include:
Two sliding rails (40), two sliding rails (40) are used to be divided on adjacent two rows of non-fragment orbits (1) or non-fragment orbit
(1) and on protecting wall；
Support frame (41), transverse direction are set between two sliding rails (40), and the both ends difference of support frame as described above (41) is removable
It is set on two sliding rails (40) dynamicly；
The shape of shake table (42), bottom surface (420) is adapted with the shape of bridge floor (2), and the shake table (42) passes through height
Regulating mechanism is connected to the bottom of support frame as described above (41), and the height adjustment mechanism is for adjusting the shake table (42) height
Degree；
Driver (44) is set on the shake table (42), for driving the shake table (42) to vibrate, with the bridge floor that vibrates
(2) concrete layer.
2. the equipment for bridge surface waterproof layer construction as described in claim 1, which is characterized in that the height adjustment mechanism packet
At least one first height adjusting part (43) is included, first height adjusting part (43) includes:
Sleeve (430) is fixed on support frame as described above (41)；
Threaded rod (431), bottom end are connected with the shake table (42), top pass through the sleeve (430) and with the sleeve
(430) it is spirally connected；
Two nuts (432), are bolted on threaded rod (431), and are located at the sleeve (430) two sides up and down.
3. the equipment for bridge surface waterproof layer construction as described in claim 1, which is characterized in that the two of support frame as described above (41)
End is set on two sliding rails (40) by the second height adjusting part (45), and second height adjusting part (45) includes:
Sleeve (430) is fixed on support frame as described above (41)；
Threaded rod (431), bottom end are connected by the first idler wheel (433) with the sliding rail (40), and top passes through the sleeve
(430) and with the sleeve (430) it is spirally connected；
Two nuts (432), are bolted on threaded rod (431), and are located at the sleeve (430) two sides up and down.
4. the equipment for bridge surface waterproof layer construction as described in claim 1, which is characterized in that when to adjacent two rows without the tiny fragments of stone, coal, etc.
When bridge floor (2) between track (1) is constructed, the bottom surface (420) of the shake table (42) is centre along the section of direction across bridge
" V " the font face thin, both sides are thick.
5. the equipment for bridge surface waterproof layer construction as claimed in claim 4, which is characterized in that the slope in " V " the font face
Degree is 2%.
6. the equipment for bridge surface waterproof layer construction as described in claim 1, which is characterized in that the equipment further includes coagulation
Native receipts face device (5), the concrete-face closure device (5) include:
Operation platform (51) is used to carry construction personnel to carry out receipts face to concrete layer；
Two movable stands (50) being vertically arranged, bottom end is mounted on the operation platform (51) both ends respectively, and top is distinguished
It is connected on adjacent two rows of non-fragment orbits (1) or non-fragment orbit (1) and protecting wall for rolling.
7. the equipment for bridge surface waterproof layer construction as claimed in claim 6, which is characterized in that movable stand (50) packet
It includes:
Loop bar (500), bottom end are connected with the operation platform (51)；
Telescopic rod (501), bottom end are protruded into the loop bar (500) and can be moved up and down along the loop bar (500), and top connects
It is connected to the second idler wheel (502).
8. the equipment for bridge surface waterproof layer construction as claimed in claim 6, which is characterized in that the two of the movable stand (50)
End is equipped with directive wheel (52), and the directive wheel (52) is used for along the side wall movement of adjacent two rows of non-fragment orbits (1) or along nothing
The side wall of tiny fragments of stone, coal, etc. track (1) and the side wall of protecting wall are mobile.
9. the equipment for bridge surface waterproof layer construction as described in claim 1, which is characterized in that the equipment further includes pitch
Coiled material laying apparatus (6), the asphalt felt laying apparatus (6) include:
Adjustable shelf (60)；
For winding the wireline reel (61) of asphalt felt (7), the wireline reel (61) is set on the adjustable shelf (60)；
Coil support frame (62), the conveying direction along asphalt felt (7), the coil support frame (62) are located under wireline reel (61)
Trip is mounted on the adjustable shelf (60) by third height regulating part (63), and the third height regulating part (63) is used for
The height of the coil support frame (62) is adjusted, so that the bottom of the coil support frame (62) is formed for toasting asphalt felt
(7) baking space (65)；
It rolls wheel (64), the conveying direction along asphalt felt (7), the wheel (64) that rolls is located under coil support frame (62)
Trip, is connected with the adjustable shelf (60), and is used for rolled asphalt coiled material (7), so that described in the asphalt felt (7) is laid on
On bridge floor (2).
10. the equipment for bridge surface waterproof layer construction as claimed in claim 9, which is characterized in that the third height is adjusted
Part (63) includes:
Loop bar (500), bottom end are connected with the adjustable shelf (60)；
Telescopic rod (501), bottom end are protruded into the loop bar (500) and can be moved up and down along the loop bar (500), top and
The coil support frame (62) is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910934852.0A CN110528397A (en) | 2019-09-29 | 2019-09-29 | A kind of equipment for bridge surface waterproof layer construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910934852.0A CN110528397A (en) | 2019-09-29 | 2019-09-29 | A kind of equipment for bridge surface waterproof layer construction |
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| Publication Number | Publication Date |
|---|---|
| CN110528397A true CN110528397A (en) | 2019-12-03 |
Family
ID=68670902
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910934852.0A Pending CN110528397A (en) | 2019-09-29 | 2019-09-29 | A kind of equipment for bridge surface waterproof layer construction |
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| CN (1) | CN110528397A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115570649A (en) * | 2022-09-15 | 2023-01-06 | 中交一公局集团有限公司 | Pouring forming device for bridge deck and using method thereof |
-
2019
- 2019-09-29 CN CN201910934852.0A patent/CN110528397A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115570649A (en) * | 2022-09-15 | 2023-01-06 | 中交一公局集团有限公司 | Pouring forming device for bridge deck and using method thereof |
| CN115570649B (en) * | 2022-09-15 | 2023-10-03 | 中交一公局集团有限公司 | Pouring molding device for bridge deck and application method thereof |
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