CN209538008U - Plank road structure waterborne - Google Patents
Plank road structure waterborne Download PDFInfo
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- CN209538008U CN209538008U CN201821906917.8U CN201821906917U CN209538008U CN 209538008 U CN209538008 U CN 209538008U CN 201821906917 U CN201821906917 U CN 201821906917U CN 209538008 U CN209538008 U CN 209538008U
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Abstract
It needs to set cofferdam for plank road structure construction waterborne in the prior art, it is long in time limit, the problem of environmental pollution is serious, the utility model provides a kind of plank road structure waterborne, including several prefabricated piles, distribution beam is combined in length and breadth, corrugated plating, concrete slab and railing, combination distribution beam is set to the top of prefabricated pile in length and breadth, corrugated plating is set to the top for combining distribution beam in length and breadth, concrete slab is set to the top of corrugated plating, railing is set to the two sides of the concrete slab, combination distribution beam includes several lateral girder steels and several longitudinal girder steels in length and breadth, lateral girder steel is respectively arranged at least two prefabricated piles, and several lateral girder steels are arranged in parallel, the both ends of adjacent lateral girder steel pass through corresponding longitudinal girder steel connection respectively, and longitudinal girder steel is flushed with the upper surface of the lateral girder steel.Plank road structure waterborne provided by the utility model, can accelerate construction progress, while can pollution to avoid cofferdam construction to river.
Description
Technical field
The utility model relates to the realm of building construction more particularly to a kind of plank road structures waterborne.
Background technique
Existing plank road structure waterborne uses integral cast-in-situ structure, as shown in Figure 1,11 top casting concrete base of friction pile
Concrete column 13 is set on plinth plate 12, concrete base slab 12, is arranged on concrete column 13 and combines distribution beam in length and breadth, it is described in length and breadth
Combining distribution beam is to combine beams of concrete 2 ' in length and breadth, combines concrete slab is arranged on beams of concrete 2 ' in length and breadth.
On the one hand, since concrete column is arranged on construction concrete base slab, concrete base slab, a large amount of reinforcing bars is needed to tie up
The processes such as bundle, template installation, concreting, need a large amount of human and material resources, and concrete base slab and concrete column need to carry out
It conserves within 28 days, the duration is very long.
On the other hand, since concrete base slab and concrete column are located at river surface hereinafter, therefore, concrete foundation of constructing
The cofferdam 600m long need to be set when plate and concrete column, dredging of drawing water, time-consuming takes a lot of work, is seriously polluted, and cofferdam has one in water
Fixed risk.If cost is high, long construction period using steel sheet-pile cofferdam is used.If doing cofferdam using double-row steel pipe stake,
Although low cost, bankets and be easy to pollute river.The safety for paying attention to cofferdam at any time is needed during cofferdam construction simultaneously, is kept away
Exempt from cofferdam leak, and need to preventing cofferdam collapsing from doing emergency measure, safety is poor.Construction cofferdam about 12 days, work is elongated
Phase.
Therefore, how providing one kind can accelerate construction progress, moderate cost, while can be to avoid cofferdam construction to river
Pollution plank road structure waterborne, it has also become construction circle need further improvement and optimization the technical issues of.
Utility model content
The purpose of this utility model is to provide a kind of plank road structures waterborne, can accelerate construction progress, while can keep away
Exempt from pollution of the cofferdam construction to river.
In order to solve the above technical problems, the utility model provides the following technical solutions:
A kind of plank road structure waterborne, including several prefabricated piles, distribution beam, corrugated plating, concrete slab and column are combined in length and breadth
Bar, the distribution beam of combination in length and breadth are set to the top of the prefabricated pile, and the corrugated plating is set to the combination distribution in length and breadth
The top of beam, the concrete slab are set to the top of the corrugated plating, and the railing is set to the two sides of the concrete slab,
The distribution beam of combination in length and breadth includes several lateral girder steels and several longitudinal girder steels, and the transverse direction girder steel is respectively arranged at least two
On prefabricated pile described in root, and several lateral girder steels are arranged in parallel, and the both ends of adjacent lateral girder steel pass through corresponding respectively
Longitudinal girder steel connection, and longitudinal girder steel is flushed with the upper surface of the lateral girder steel.
Preferably, in above-mentioned plank road structure waterborne, the leveling steel plate of the top surface setting required thickness of the prefabricated pile,
So that the upper surface of the leveling steel plate of each prefabricated pile top surface is located at same level, the transverse direction girder steel and the leveling steel plate
It is welded to connect.
Preferably, in above-mentioned plank road structure waterborne, the concrete slab with a thickness of 100-150mm.
Preferably, in above-mentioned plank road structure waterborne, the upper surface and two sides of the concrete slab pass through respectively
Adhesive layer is provided with marble slab.
Preferably, in above-mentioned plank road structure waterborne, the column for planting railing lower part is opened up on the concrete slab
Bar preformed groove.
Preferably, further include steel plate bolt in above-mentioned plank road structure waterborne, the steel plate bolt include level board and
Vertical plate, the level board are fixed on corrugated plating, and the vertical plate is perpendicularly fixed at the middle part of the level board, the railing
Lower part be a step body, the step body include the first cylinder and the second cylinder, first cylinder and the second cylinder are coaxial
Setting, the first cylinder are set to the lower section of the second cylinder, and the outer diameter of first cylinder is greater than second cylinder, the railing
Preformed groove is cylindrical type groove, and the outer diameter of the first cylinder and the internal diameter of the railing preformed groove match, and first cylinder is inserted
It is placed in the railing preformed groove, the depth that the thickness of first cylinder is equal to railing preformed groove subtracts the level of steel plate bolt
The thickness of plate, the bottom of first cylindrical portion open up the vertical groove of the vertical plate insertion for steel plate bolt.
Preferably, in above-mentioned plank road structure waterborne, the upper surface and two sides of the concrete slab pass through respectively
Adhesive layer is provided with marble slab, and the adhesive layer and marble slab above concrete slab cover the first cylinder and the second circle
The step surface of intercolumniation.
Preferably, in above-mentioned plank road structure waterborne, the surface spray of the longitudinal direction girder steel, lateral girder steel and corrugated plating
Sand derusting.
Preferably, in above-mentioned plank road structure waterborne, the surface of the longitudinal direction girder steel, lateral girder steel and corrugated plating according to
Three paints of secondary setting: priming paint uses the epoxy zinc-rich paint for antirust, and intermediate coat also uses epoxy zinc-rich paint, and finishing coat uses poly- ammonia
Ester paint.
Preferably, in above-mentioned plank road structure waterborne, the distribution beam of combination in length and breadth is located at river surface or more.
By techniques disclosed above scheme it is found that compared with prior art, the beneficial effects of the utility model are as follows:
Plank road structure waterborne provided by the utility model, compared with prior art, since distribution beam will be combined in length and breadth from original
Vertical concrete beam and lateral beams of concrete be changed to longitudinal girder steel and lateral girder steel, under the premise of bearing capacity is basically unchanged,
Self weight is greatly reduced, therefore it may only be necessary to which prefabricated pile can carry combines the structures such as distribution beam, concrete slab and railing in length and breadth
Part supports top structure using river surface base plate below and concrete column is located at without having to as the prior art
Part, on the one hand, the curing time that base plate, concrete column and vertical concrete beam and lateral beams of concrete can be saved, it can
Effectively to save the duration；On the other hand it avoids the need to pour underwater foundation plate and concrete column and the cofferdam 600m long need to be set,
Both the duration of cofferdam construction had been saved, moreover, danger source is effectively prevented, because needing to pay attention to cofferdam at any time during cofferdam construction
Safety, avoid cofferdam leakage accident, moreover, avoid according to cost caused by steel sheet-pile cofferdam height, long construction period
Problem, and avoid to do to banket caused by cofferdam according to double-row steel pipe stake and be easy the problem of polluting to river.Again
On the one hand, combination distribution beam is changed to the i.e. longitudinal girder steel of steel member and combines with transverse direction girder steel in length and breadth, can reduce in the construction process
The processes such as a large amount of reinforcing bar bindings, template installation, concreting, save a large amount of human and material resources.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of existing plank road structure waterborne；
Fig. 2 is the structural schematic diagram of the plank road structure waterborne of an embodiment of the present invention；
Fig. 3 is the portion the A enlarged drawing of Fig. 2；
Fig. 4 is the distribution schematic diagram for combining distribution beam in an embodiment of the present invention in length and breadth.
In figure: 1- prefabricated pile, 2- combine distribution beam, 2 '-in length and breadth to combine beams of concrete, 21- transverse direction girder steel, 22- in length and breadth vertical
It is viscous to girder steel, 3- corrugated plating, 4- concrete slab, 41- railing preformed groove, 5- railing, the first cylinder of 51-, the second cylinder of 52-, 6-
Knot layer, 7- marble slab, 8- steel plate bolt, 81- level board, 82- vertical plate, 9- river surface, the river bed 10-, 11- friction pile, 12- are mixed
Solidifying earth foundation plate, 13- concrete column.
Specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.Below will by it is cited it
The technology contents and feature of the utility model are described in detail in embodiment combination attached drawing.Need in addition it illustrate, attached drawing is all made of non-
Often simplified form and use non-accurate ratio, only to it is convenient, lucidly aid in illustrating the utility model embodiment
Purpose.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be this reality
With the limitation of new technique scheme.
Please see Fig. 2 to Fig. 4, present embodiment discloses a kind of plank road structure waterborne, including several prefabricated piles 1, group in length and breadth
Distribution beam 2, corrugated plating 3, concrete slab 4 and railing 5 are closed, the distribution beam 2 of combination in length and breadth is set to the upper of the prefabricated pile 1
Side, the corrugated plating 3 are set to the top for combining distribution beam 2 in length and breadth, and the concrete slab 4 is set to the corrugated plating 3
Top, the railing 5 is set to the two sides of the concrete slab 4, and the distribution beam 2 of combination in length and breadth includes several lateral girder steels
21 with several longitudinal girder steels 22, the transverse direction girder steel 21 is respectively arranged at least two prefabricated piles 1, and several cross
It is arranged in parallel to girder steel 21, the both ends of adjacent lateral girder steel 21 pass through corresponding longitudinal girder steel 22 respectively and connect, and described vertical
It is flushed to girder steel 22 with the upper surface of the lateral girder steel 21.
Plank road structure waterborne provided by the utility model, compared with prior art, since distribution beam 2 will be combined in length and breadth from original
First vertical concrete beam and lateral beams of concrete are changed to longitudinal girder steel 22 and lateral girder steel 21, before bearing capacity is basically unchanged
Put, greatly reduce self weight, therefore it may only be necessary to prefabricated pile 1 can carry in length and breadth combine distribution beam 2, concrete slab 4 and
The components such as railing 5 are propped up without having to as the prior art using the base plate below of river surface 9 and concrete column is located at
Support top component, on the one hand, the maintenance of base plate, concrete column and vertical concrete beam and lateral beams of concrete can be saved
Time estimates the saving duration 40 days；On the other hand it avoids the need to pour underwater foundation plate and concrete column and 600m need to be set
Long cofferdam, had both saved the duration of cofferdam construction, moreover, danger source is effectively prevented, because needing at any time during cofferdam construction
The safety for paying attention to cofferdam avoids cofferdam leakage accident, moreover, avoid according to the height of cost caused by steel sheet-pile cofferdam, construction
Period long problem, and avoid to do to banket caused by cofferdam according to double-row steel pipe stake and be easy to pollute river
Problem.It combines, can be being applied with lateral girder steel 21 in another aspect, combining distribution beam 2 in length and breadth and being changed to the i.e. longitudinal girder steel 22 of steel member
The processes such as a large amount of reinforcing bar bindings, template installation, concreting are reduced during work, save a large amount of human and material resources.
In order to guarantee that lateral girder steel 21 keeps horizontally disposed, guarantee the safety of entire plank road structure waterborne, it is preferred that upper
In the plank road structure waterborne stated, the leveling steel plate (not indicating) of the top surface setting required thickness of the prefabricated pile 1, so that each pre-
The upper surface of the leveling steel plate of 1 top surface of stake processed is located at same level, and the transverse direction girder steel 21 connects with leveling steel plate welding
It connects.
Preferably, in above-mentioned plank road structure waterborne, the concrete slab 4 with a thickness of 100-150mm.It is vertical due to having
Distribution beam 2 is combined in length and breadth with bearing capacity with what lateral girder steel 21 formed to girder steel 22, and therefore, concrete slab 4 only needs 100-
150mm, the thickness of 200-250mm, has been decreased by almost a half thickness than in the prior art.
Preferably, in above-mentioned plank road structure waterborne, the upper surface and two sides of the concrete slab 4 pass through respectively
Adhesive layer 6 is provided with marble slab 7, not only can be with effective protection concrete slab 4 using marble slab 7, and can beautify stack
Road structure.
In order to improve the mounting stability of railing 5, it is preferred that in above-mentioned plank road structure waterborne, the concrete slab 4
On open up railing preformed groove (not indicating) for planting 5 lower part of railing.
It preferably, further include steel plate bolt 8 in above-mentioned plank road structure waterborne, the steel plate bolt 8 includes level
Plate 81 and vertical plate 82, the level board 81 are fixed on corrugated plating 3, and the vertical plate 82 is perpendicularly fixed at the level board
81 middle part, the lower part of the railing 5 are a step body, and the step body includes the first cylinder 51 and the second cylinder 52, described
First cylinder 51 and the second cylinder 52 are coaxially disposed, and the first cylinder 51 is set to the lower section of the second cylinder 52, first cylinder
51 outer diameter be greater than second cylinder 52, the railing preformed groove be cylindrical type groove, the outer diameter of the first cylinder 51 with it is described
The internal diameter of railing preformed groove matches, and first cylinder 51 is inserted in the railing preformed groove, first cylinder 51
The depth that thickness is equal to railing preformed groove subtracts the thickness of the level board 81 of steel plate bolt 8, the bottom of 51, first cylinder
Open up the vertical groove of the insertion of vertical plate 82 for steel plate bolt 8, adhesive layer 6 and marble above concrete slab 4
Plate 7 covers the step surface between the first cylinder 51 and the second cylinder 52.
On the one hand, by the way that steel plate bolt 8 is arranged, the level board 81 of steel plate bolt 8 is fixedly connected with corrugated plating 3, and steel plate is inserted
In the vertical groove that the bottom that the vertical plate 82 of pin 8 is inserted in 51, the first cylinder of the lower part of railing 5 opens up, column can be made
Bar 5 and corrugated plating 3 form reliable connection, improve safety.On the other hand, the step body of the lower part of the railing 5 is using the
One cylinder 51 and the second cylinder 52, the first cylinder 51 are set to the lower section of the second cylinder 52, and the outer diameter of first cylinder 51 is big
In second cylinder 52, first cylinder 51 is inserted in the railing preformed groove, the outer diameter of the first cylinder 51 with it is described
The internal diameter of railing preformed groove matches, and the depth that the thickness of first cylinder 51 is equal to railing preformed groove subtracts steel plate bolt 8
Level board 81 thickness, adhesive layer 6 above concrete slab 4 and the first cylinder of marble slab covering 51 are justified with second
Step surface between column 52, that is, the adhesive layer 6 and marble slab that are located at 4 top of concrete slab cover the upper table of the first cylinder 51
Face, concrete slab 4, which can play, prevents 51 double swerve of the first cylinder, and marble slab can prevent the first cylinder 51 to moving up
It is dynamic, the withdrawal resistance and stability of the first cylinder 51 are improved, to improve the safety of railing 5.
Preferably, in above-mentioned plank road structure waterborne, the longitudinal direction girder steel 22, lateral girder steel 21 and corrugated plating 3
Surface sand-blasting derusting.Specifically, in plank road structure waterborne in embodiment, the longitudinal direction girder steel 22, lateral girder steel 21 and
The surface of corrugated plating 3 sets gradually three paints: priming paint uses the epoxy zinc-rich paint for antirust, and intermediate coat also uses epoxy zinc-rich
For paint with further antirust, finishing coat uses polyurethane paint to guarantee the surface of longitudinal girder steel 22, lateral girder steel 21 and corrugated plating 3 not
It is eclipsed.
Preferably, in above-mentioned plank road structure waterborne, the distribution beam of combination in length and breadth is located at 9 or more river surface.
Please see Fig. 2 to Fig. 4, the construction method of the plank road structure waterborne of the utility model, includes the following steps:
Step 1, construction lofting after test pile, carry out the piling construction of prefabricated pile 1, and prefabricated pile protrudes into river bed 10；
Step 2, in the leveling steel plate (not indicating) of the top surface of prefabricated pile 1 setting required thickness, so that each prefabricated pile 1
The upper surface of the leveling steel plate at top is located at same level；
Lateral girder steel 21, the lower section of every lateral girder steel 21 is fixedly installed in step 3, the top of the leveling steel plate of prefabricated pile 1
It is at least supported by two prefabricated piles 1, the transverse direction girder steel 21 is located at 9 or more river surface；
Step 4, the same side of adjacent transverse girder steel 21 pass through a pair of longitudinal girder steel 22 respectively and connect, and formation is combined in length and breadth
Distribution beam 2, and longitudinal girder steel 22 is vertical with the lateral girder steel 21, the longitudinal direction girder steel 22 and the lateral girder steel 21
Upper surface flushes；
Corrugated plating 3 is arranged in the top for combining distribution beam 2 in length and breadth in step 5, and the corrugated plating 3 is fixed on institute by rivet
It states on longitudinal girder steel 22；
Step 6, the casting concrete plate 4 on corrugated plating 3 are prefabricated for planting the bottom of railing 5 on concrete slab 4
Railing preformed groove；
The bottom fixation of railing 5 is inserted in the railing preformed groove by step 7；
Step 8 is laid with marble slab 7 by adhesive layer 6 in the upper surface of concrete slab 4 and two sides.
Plank road structure waterborne provided by the utility model, compared with prior art, since distribution beam 2 will be combined in length and breadth from original
First vertical concrete beam and lateral beams of concrete are changed to longitudinal girder steel 22 and lateral girder steel 21, before bearing capacity is basically unchanged
Put, greatly reduce self weight, therefore it may only be necessary to prefabricated pile 1 can carry in length and breadth combine distribution beam 2, concrete slab 4 and
The components such as railing 5 are propped up without having to as the prior art using the base plate below of river surface 9 and concrete column is located at
Support top component, on the one hand, the maintenance of base plate, concrete column and vertical concrete beam and lateral beams of concrete can be saved
Time estimates the saving duration 40 days；On the other hand it avoids the need to pour underwater foundation plate and concrete column and 600m need to be set
Long cofferdam, had both saved the duration of cofferdam construction, moreover, danger source is effectively prevented, because needing at any time during cofferdam construction
The safety for paying attention to cofferdam avoids cofferdam leakage accident, moreover, avoid according to the height of cost caused by steel sheet-pile cofferdam, construction
Period long problem, and avoid to do to banket caused by cofferdam according to double-row steel pipe stake and be easy to pollute river
Problem.It combines, can be being applied with lateral girder steel 21 in another aspect, combining distribution beam 2 in length and breadth and being changed to the i.e. longitudinal girder steel 22 of steel member
The processes such as a large amount of reinforcing bar bindings, template installation, concreting are reduced during work, save a large amount of human and material resources.
Preferably, in the construction method of above-mentioned plank road structure waterborne, the pile sinking of prefabricated pile 1 is applied in the step 1
Work includes:
(1) pitching pile is carried out by the positioning of stake；
(2) it after stake has been inserted, checks correction stake position, should lift if any deviation and insert again, until it is accurate in place, then by pile monkey pressure
To stake top, stake is made gently to sink to korneforos, while checking whether the center of pile monkey and pile cover is consistent with stake axis, and check stake
Orientation whether there is or not movement, check it is errorless after, open hammer injection；
(3) stake machine uses guide rod type diesel pile driver, when starting piling, should beat tap slowly, the impact energy of pile monkey should not be too
Greatly, as squeezing into for stake can be gradually increased the impact energy of pile monkey, when piling, with two theodolites stake just, side two sides is at 90
It spends angle and monitors pile body verticality, if it find that pile deflection, is corrected immediately, row injection again after fixing；
(4) when 1m above to the natural water surface is beaten in stake, using steel pile follower pipe, stake is sent to designed elevation.
It using above-mentioned pile sinking construction method, can not only guarantee the verticality of prefabricated pile 1, and can protect prefabricated pile 1
It is damaged during the pile driving process.
Preferably, in the construction method of above-mentioned plank road structure waterborne, in the step 5, corrugated plating 3 from a side to
The installation of other side drop-over, every installation one are stepped into position correction of row, deviation such as occur, rectified a deviation using jack, thus
Guarantee that corrugated plating 3 is correct in place.
Preferably, in the construction method of above-mentioned plank road structure waterborne, the longitudinal direction girder steel 22, lateral girder steel 21 and
3 palpus derusting by sandblasting of corrugated plating, derusting by sandblasting includes three paints: priming paint uses epoxy zinc-rich paint with antirust, and intermediate coat also uses ring
For oxygen zinc rich paint with further antirust, finishing coat uses polyurethane paint with not eclipsed.It so can effectively prevent longitudinal girder steel 22, transverse direction
Girder steel 21 and corrugated plating 3 get rusty with it is eclipsed, prolong its service life.
In order to enable railing 5 is reliably connected with concrete slab 4, it is preferred that in the construction party of above-mentioned plank road structure waterborne
In method, the railing preformed groove of the bottom for planting railing 5 is opened up on the concrete slab 4.
It preferably, further include steel plate bolt 8 in the construction method of above-mentioned plank road structure waterborne, the steel plate bolt 8
Including level board 81 and vertical plate 82, the level board 81 is fixed on corrugated plating 3, and the vertical plate 82 is perpendicularly fixed at described
The middle part of level board 81, the lower part of the railing 5 are a step body, and the step body includes the first cylinder 51 and the second cylinder
52, first cylinder 51 and the second cylinder 52 are coaxially disposed, and the first cylinder 51 is set to the lower section of the second cylinder 52, and described the
The outer diameter of one cylinder 51 is greater than second cylinder 52, and the railing preformed groove is cylindrical type groove, the outer diameter of the first cylinder 51
Match with the internal diameter of the railing preformed groove, first cylinder 51 is inserted in the railing preformed groove, first circle
The depth that the thickness of column 51 is equal to railing preformed groove subtracts the thickness of the level board 81 of steel plate bolt 8,51, first cylinder
Bottom open up the vertical groove of the insertion of vertical plate 82 for steel plate bolt 8, adhesive layer 6 above concrete slab 4 and
Marble slab 7 covers the step surface between the first cylinder 51 and the second cylinder 52.
On the one hand, by the way that steel plate bolt 8 is arranged, the level board 81 of steel plate bolt 8 is fixedly connected with corrugated plating 3, and steel plate is inserted
In the vertical groove that the bottom that the vertical plate 82 of pin 8 is inserted in 51, the first cylinder of the lower part of railing 5 opens up, column can be made
Bar 5 and corrugated plating 3 form reliable connection, improve safety.On the other hand, the step body of the lower part of the railing 5 is using the
One cylinder 51 and the second cylinder 52, the first cylinder 51 are set to the lower section of the second cylinder 52, and the outer diameter of first cylinder 51 is big
In second cylinder 52, first cylinder 51 is inserted in the railing preformed groove, the outer diameter of the first cylinder 51 with it is described
The internal diameter of railing preformed groove matches, and the depth that the thickness of first cylinder 51 is equal to railing preformed groove subtracts steel plate bolt 8
Level board 81 thickness, adhesive layer 6 above concrete slab 4 and marble slab 7 cover the first cylinder 51 and second
Step surface between cylinder 52, that is, the adhesive layer 6 and marble slab 7 for being located at 4 top of concrete slab cover the upper of the first cylinder 51
Surface, concrete slab 4, which can play, prevents 51 double swerve of the first cylinder, and marble slab 7 can prevent the first cylinder 51 upwards
It is mobile, the withdrawal resistance and stability of the first cylinder 51 are improved, to improve the safety of railing 5.
Preferably, in the construction method of above-mentioned plank road structure waterborne, in the step 6, casting concrete plate 4 has
Body includes the following steps:
(1) it is wet that template watering is coped with before casting concrete, cleanout should be re-closed after removing sundries and ponding；
(2) casting method should be promoted by one end with " catching up with slurry processes ", and the virtual resurfacing thickness that plate pours should be slightly bigger than plate thickness, be used
Immersion vibrator vibrates, and immersion vibrator should be inserted fastly and be pulled out slowly, and slotting point wants evenly distributed, point-by-point mobile, carries out in order, no
It must omit, accomplish uniform jolt ramming, to guarantee that the compactness of concrete slab 4, mobile spacing are not more than the 1.5 of vibrating head operating radius
Times, vibrate upper one layer when should be inserted into lower-layer concrete face 50mm, to eliminate the seam of two interlayers, pay attention to constantly using Mobile sign or
Inserted link inspection controls 4 thickness of concrete slab, vibrates and finishes, with floating rule or planker smooth out surface；
(3) when demoulding, the intensity of concrete must reach the 70% of design grade, surface temperature of concrete and environment temperature
Difference, must not exceed 25 DEG C, to prevent concrete surface generate crack；
(4) after concreting, Ying is covered within 12 hours, and water seasoning；Concrete water seasoning
Date mixes retarding additive or has the concrete of seepage resistance demand to cannot be less than 14 days, reaches 1.2MPa in concrete strength
Before, it must not trample on it or Construction Vibration, daily irrigation times should be able to keep concrete to be in enough wetting states.
In the present embodiment, casting concrete plate 4 uses the above method, it is ensured that the compactness of concrete slab 4, and can prevent
Only concrete surface generates crack, improves the pouring quality of casting concrete plate 4.
In order to improve the pouring quality of casting concrete plate 4, it is preferred that in the construction method of above-mentioned plank road structure waterborne
In, it should be carried out continuously when concrete slab 4 pours, should intermittently must such as pour secondary layer concrete before front layer concrete initial set
It builds and finishes, the maximum duration of interval should be determined by cement type and concrete initial set condition, should be pressed at construction joint more than 2 hours
Reason.
Occur template reinforcing bar, reserving hole, built-in fitting, joint bar displacement deformation or stopping state in order to prevent, it is preferred that
In the construction method of above-mentioned plank road structure waterborne, in the step 6, when concrete slab 4 pours, special messenger should be sent to observe template
Whether there is or not displacement deformation or stopping state, finding the problem should stop pouring immediately, and answer for reinforcing bar, reserving hole, built-in fitting, joint bar etc.
It modifies and finishes before the concrete initial set poured.
Claims (10)
1. a kind of plank road structure waterborne, which is characterized in that including several prefabricated piles, combine distribution beam, corrugated plating, concrete in length and breadth
Plate and railing, the distribution beam of combination in length and breadth are set to the top of the prefabricated pile, the corrugated plating be set to it is described in length and breadth
The top of distribution beam is combined, the concrete slab is set to the top of the corrugated plating, and the railing is set to the concrete
The two sides of plate, the distribution beam of combination in length and breadth include several lateral girder steels and several longitudinal girder steels, and the transverse direction girder steel is set respectively
It is placed at least two prefabricated piles, and several lateral girder steels are arranged in parallel, the both ends difference of adjacent lateral girder steel
It is connected by corresponding longitudinal girder steel, and longitudinal girder steel is flushed with the upper surface of the lateral girder steel.
2. plank road structure waterborne as described in claim 1, which is characterized in that the top surface setting required thickness of the prefabricated pile
Steel plate is leveled up, so that the upper surface of the leveling steel plate of each prefabricated pile top surface is located at same level, the transverse direction girder steel and institute
It states and levels up steel plate welded connecting.
3. plank road structure waterborne as described in claim 1, which is characterized in that the concrete slab with a thickness of 100-150mm.
4. plank road structure waterborne as described in claim 1, which is characterized in that the upper surface and two sides of the concrete slab
Adhesive layer is provided with marble slab.
5. plank road structure waterborne as described in claim 1, which is characterized in that open up on the concrete slab for planting railing
The railing preformed groove of lower part.
6. plank road structure waterborne as claimed in claim 5, which is characterized in that it further include steel plate bolt, the steel plate bolt packet
Level board and vertical plate are included, the level board is fixed on corrugated plating, and the vertical plate is perpendicularly fixed in the level board
Portion, the lower part of the railing are a step body, and the step body includes the first cylinder and the second cylinder, first cylinder and the
The coaxial arrangement of two cylinders, the first cylinder are set to the lower section of the second cylinder, and the outer diameter of first cylinder is greater than second circle
Column, the railing preformed groove are cylindrical type groove, and the outer diameter of the first cylinder and the internal diameter of the railing preformed groove match, described
First cylinder is inserted in the railing preformed groove, and the depth that the thickness of first cylinder is equal to railing preformed groove subtracts steel plate
The thickness of the level board of bolt, the bottom of first cylindrical portion open up the vertical groove of the vertical plate insertion for steel plate bolt.
7. plank road structure waterborne as claimed in claim 6, which is characterized in that the upper surface and two sides of the concrete slab
Marble slab is provided with by adhesive layer respectively, the adhesive layer and marble slab above concrete slab cover the first cylinder
With the step surface between the second cylinder.
8. plank road structure waterborne as described in claim 1, which is characterized in that the longitudinal direction girder steel, lateral girder steel and ripple
The surface sand-blasting of plate derusts.
9. plank road structure waterborne as claimed in claim 8, which is characterized in that the longitudinal direction girder steel, lateral girder steel and ripple
The surface of plate sets gradually three paints: priming paint uses the epoxy zinc-rich paint for antirust, and intermediate coat also uses epoxy zinc-rich paint, face
Qi Caiyong polyurethane paint.
10. plank road structure waterborne as described in claim 1, which is characterized in that the distribution beam of combination in length and breadth be located at river surface with
On.
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| CN201821906917.8U CN209538008U (en) | 2018-11-19 | 2018-11-19 | Plank road structure waterborne |
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| CN201821906917.8U CN209538008U (en) | 2018-11-19 | 2018-11-19 | Plank road structure waterborne |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537431A (en) * | 2018-11-19 | 2019-03-29 | 上海建工五建集团有限公司 | Plank road structure and method waterborne |
| CN113718813A (en) * | 2021-08-26 | 2021-11-30 | 上海市政工程设计研究总院（集团）有限公司 | Variable cross-section plank road pile foundation structure and construction method thereof |
-
2018
- 2018-11-19 CN CN201821906917.8U patent/CN209538008U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109537431A (en) * | 2018-11-19 | 2019-03-29 | 上海建工五建集团有限公司 | Plank road structure and method waterborne |
| CN113718813A (en) * | 2021-08-26 | 2021-11-30 | 上海市政工程设计研究总院（集团）有限公司 | Variable cross-section plank road pile foundation structure and construction method thereof |
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