CN109572935A - The construction method of navigation mark system - Google Patents
The construction method of navigation mark system Download PDFInfo
- Publication number
- CN109572935A CN109572935A CN201811332417.2A CN201811332417A CN109572935A CN 109572935 A CN109572935 A CN 109572935A CN 201811332417 A CN201811332417 A CN 201811332417A CN 109572935 A CN109572935 A CN 109572935A
- Authority
- CN
- China
- Prior art keywords
- mark
- mark post
- bar
- plate
- connection
- 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.)
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B22/00—Buoys
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
- B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING
- B63B22/00—Buoys
- B63B22/04—Fixations or other anchoring arrangements
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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
- E01D19/00—Structural or constructional details of bridges
- E01D19/02—Piers; Abutments ; Protecting same against drifting ice
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/44—Foundations for machines, engines or ordnance
Abstract
The present invention relates to the construction methods of navigation mark system, comprising steps of 1) navigation mark position determines；2) ship shape buoy is arranged；3) profile bar mark is arranged；4) lift shore beacon is arranged；5) bridge mark is arranged.The beneficial effects of the present invention are: ship shape buoy of the invention and foundation soil bonding strength are high, the stability for marking ship is good, and scene positioning is convenient；Profile bar target mark post positioning accuracy of the present invention is high, and assembling type base in-site installation is convenient, good with foundation soil connection integrity；Lift shore beacon of the present invention is according to the soil nature situation of foundation soil, and using different connection types, structure site operation is convenient, applied widely；Bridge mark of the present invention and pier stud are easy to connect, bonding strength is high, and it is good that structure connects accurate positioning, wind resistance.
Description
Technical field
The present invention relates to the construction methods of navigation mark system, belong to waterway engineering field, are suitable for navigation mark construction work.
Background technique
With the fast development of Chinese society economy, cruiseway construction is maked rapid progress, and shipping business demand grows with each passing hour, ship
Oceangoing ship quantity is growing day by day, and concentration of vessel increasingly increases in navigation channel.To guarantee that ship operates normally, and safety of ship is guided to pass through bridge
Area navigation channel, navigation mark play more and more important navaid effect.How efficiently installing navigation mark, guarantee construction quality, oneself becomes navigation channel
Administrative department's urgent problem.
Has a kind of navigation mark mounting technique in the prior art, it is characterised in that when launching buoy, sinker meeting sinker is sunk to
The bottom is positioned on the basis of the placement position of sinker, has the function that fixed buoy position；Floating body passes through anchor chain, with
It circles round centered on sinker.Although the construction method can quickly carry out the dispensing of navigation mark, the positioning accuracy of navigation mark is not easy to control,
In terms of remain improvements.
Though promoting navigation mark in conclusion existing construction method achieves preferable construction effect in suitable operating condition
Lay precision, improve navigation mark stability etc. remains deficiency.In consideration of it, for navigation mark difficulty of construction, lift structure is effectively reduced
Stability improves site operation efficiency, urgently invents a kind of navigation mark construction quality and constructing structure of can not only being promoted at present
Globality, and the construction method of the navigation mark system of site operation difficulty can be reduced.
Summary of the invention
The purpose of the present invention is overcoming deficiency in the prior art, provide it is a kind of can not only be promoted navigation mark construction quality and
The globality of constructing structure, and the construction method of the navigation mark system of site operation difficulty can be reduced.
The construction method of this navigation mark system, including following construction procedure:
1) navigation mark position determine: according to navigation channel lay require, respectively determine ship shape buoy, profile bar mark, lift shore beacon,
The position of bridge mark；
2) ship shape buoy is arranged: ship shape buoy includes mark ship, mark post and mark body；Drag-line supporter, ship are set on mark ship
Body support plate and guardrail, and hull anchor slab and mark post are set in hull support plate；Elevation regulation cock, mark post top are set on mark post
Portion is connect with mark body；Bottom is set inside foundation soil and connects pier, pier top dowel is set inside bottom connection pier；Make ship
Body anchor slab is connect by connecting lacing wire with pier top dowel, and in connection lacing wire and pier top dowel joint setting connection spiral shell
Bolt；It connect drag-line supporter with drag-line, anchor pier obligatory point and ship anchor is set in the bottom of drag-line, set inside anchor pier obligatory point
Set anchor pier obturator；
3) profile bar mark is arranged: arranging plate rising pouring slurry and assembled inside the foundation soil of profile bar mark installation position
Mark post bottom plate and locating rack bottom plate is arranged in basis, foundation soil top, and bottom plate reinforcement is arranged in mark post and mark post bottom plate joint
Muscle；Board bottom dowel sequentially passes through assembling type base and mark post bottom plate from board bottom injecting cement paste upwards, and board bottom dowel upper end passes through fastening
Bolt is anchored on mark post bottom plate；On the top of mark post bottom plate, mark post, the top of mark post and the connector sleeve of mark body lower surface are set
Plate is bolted by cage plate；Locating rack diagonal brace is set between locating rack bottom plate and the first positioning upright bar；It is vertical in the first positioning
Bar and mark post joint are arranged connecting rod of transposing, connection board and laterally cover muscle, and make transpose connecting rod and connection board welding
Connection board and mark post are connected firmly by connection using laterally set muscle；Pass through the length of positioning bolt adjustment positioning connecting rod；
4) lift shore beacon is arranged: the foundation soil of lift shore beacon lower part is soil ground or rock foundation；For soil
Layer ground digs basis in foundation soil and lays slot, and be successively laid with bottom screed-coat and company in the bottom that slot is laid on basis
Bottom plate is connect, foundation anchor bar is set on connecting bottom board, is connect after so that foundation anchor bar is passed through assembling type base with mark post bottom plate；Together
When, granular media embedded groove is set in the side of assembling type base, and assembled base is filled using the first obturator and the second obturator
The gap of slot is laid on plinth and basis；For rock foundation, basis is dug in foundation soil and lays platform, and lays and puts down on basis
Basic embedded groove is dug on platform, anchor bolt grouting body and foundation anchor bar is laid downwards from basic embedded groove, in the outer of basic embedded groove
Basic side form and base end mould is arranged in side, and mark post bottom plate is arranged on the top on cast-in-place basis；It is successively set on the top of mark post bottom plate
Lower part mark post and top mark post are set, lower part mark post is made to pass through screw rod with top mark post or connect peg connection；
5) bridge mark is arranged: pier stud hoop plate being arranged on bridge pier column, and keeps the hoop plate otic placode of pier stud hoop plate joint logical
Cross the connection of hoop crab bolt；First connection riser and pier stud hoop plate, transverse support bar are welded to connect；Adjacent transverse support bar it
Between be arranged skewed horizontal load bar, transverse support bar end setting second connection riser, and second connection riser on be arranged slide
Move bolt hole；After vertical supporting bar is connect riser connection with second using vertical bar bolt, vertical supporting bar top and bridge culvert lamp
The pedestal riser of lower part is connected by bolt of lower base；The lower surface of bridge lamp base is connect with pedestal riser, bridge lamp base upper surface
It is connect with bridge lamp diagonal brace；Label bottom plate is set in the outside of vertical supporting bar, and the setting ventilation conduit and anti-on label bottom plate
Cursor will.
As preferred: step 2) the drag-line supporter quantity is 2~4；Anchor pier obturator uses rubble or concrete
Block or iron block or lead；Anchor pier obligatory point is using steel mesh or concrete or steel plate materials.
As preferred: step 3) the laterally set muscle is circumferentially set to the outside of mark post；When mark post include top mark post and
When the mark post of lower part, upper part mark post is set to the inside of lower part mark post.
As preferred: step 4) first obturator uses graded gravel or coarse sand；Second obturator uses grade
With rubble, and in the outside of the second obturator, package muscle layer is set；It is described basis side form and base end mould be all made of steel form or
End mould baffle is arranged in alloy templates or plank sheathing on basic side form, and template is arranged on base end mould and connects falcon, in base end
The outside setting template of mould and basic side form covers muscle and Template Location muscle.
As preferred: mark post described in step 3) uses liftable assembled mark post；The liftable assembled mark post exists
Mark post is arranged in top mark post and lower part mark post joint setting bar top seal and connection peg, liftable assembled mark post outside
Auxiliary positioning body；Mark post auxiliary positioning body is by third connection riser, connection cross bar, the second positioning upright bar, upright bar bottom plate and lifting
Crossbeam composition is arranged elevation between upright bar bottom plate and foundation soil and adjusts body, connects in third connection riser with top mark post
Place's setting seam filled layer, is arranged back diagonal brace on lifting crossbeam；In the top of back diagonal brace setting lifting support ring, upper
The side setting connection pull ring of portion's mark post, the setting lifting rope between connection pull ring and lifting support ring；In top mark post under
Peg is respectively provided on portion's mark post across hole, reinforcing steel body is arranged in the joint of lower part mark post and mark post bottom plate, mark post top plate with
Circumferential band plate is arranged in top mark post joint, the setting hoop crab bolt between opposite circumferential band plate, on circumferential band plate and top
Closed obturator is set between mark post.
As preferred: step 5) the ventilation conduit plane is rectangle, and height is 2~6cm, and length is 5~15cm.
The beneficial effects of the present invention are:
(1) ship shape buoy of the invention and foundation soil bonding strength are high, and the stability for marking ship is good, and scene positioning is convenient.
(2) profile bar target mark post positioning accuracy of the present invention is high, and assembling type base in-site installation is convenient, connects with foundation soil
Connect good integrity.
(3) lift shore beacon of the present invention is according to the soil nature situation of foundation soil, and using different connection types, structure is live
It is easy for construction, it is applied widely.
(4) bridge mark of the present invention and pier stud are easy to connect, bonding strength is high, and it is good that structure connects accurate positioning, wind resistance.
(5) the top mark post of liftable assembled mark post of the present invention and lower part mark post bonding strength are high, and durability is good, mark post
The vertical degree and height of structure are easy to control.
Detailed description of the invention
Fig. 1 is navigation mark system construction process figure of the present invention；
Fig. 2 is ship shape buoy structure schematic diagram；
Fig. 3 is profile bar mark structural schematic diagram；
Fig. 4 is soil ground lift shore beacon constructing structure schematic diagram；
Fig. 5 is rock foundation lift shore beacon constructing structure schematic diagram；
Fig. 6 is the cast-in-place foundation forms structural schematic diagram of Fig. 5 lift shore beacon；
Fig. 7 is bridge mark constructing structure schematic diagram；
Fig. 8 is liftable assembled mark post structural schematic diagram.
Description of symbols: 1- ship shape buoy；2- profile bar mark；3- lift shore beacon；4- bridge mark；5- marks ship；6- mark
Bar；7- marks body；8- drag-line supporter；9- hull support plate；10- guardrail；11- hull anchor slab；12- elevation regulation cock；13- connection
Lacing wire；14- foundation soil；15- pier top dowel；The bottom 16- connects pier；17- drag-line；18- connection bolt；The constraint of 19- anchor pier
Body；20- ship anchor；21- anchor pier obturator；22- board bottom injecting cement paste；23- assembling type base；24- mark post bottom plate；25- locating rack bottom
Plate；26- board bottom dowel；27- fastening bolt；28- connection sleeve plate；29- covers crab bolt；The closed obturator of 30-；31- first is positioned
Upright bar；32- locating rack diagonal brace；33- positioning connecting rod；34- connection board；35- laterally covers muscle；36- positioning bolt；The basis 37-
Lay slot；The bottom 38- screed-coat；39- connecting bottom board；40- foundation anchor bar；41- circumferential band plate；42- granular media embedded groove；43-
One obturator；The second obturator of 44-；Lay platform in the basis 45-；The basis 46- embedded groove；47- anchor bolt grouting body；48- base side
Mould；49- base end mould；The lower part 50- mark post；The top 51- mark post；52- connection peg；53- bridge pier column；54- pier stud hoop plate；
55- binds round plate otic placode；56- binds round crab bolt；The connection riser of 57- first；58- transverse support bar；59- skewed horizontal load bar；60- second connects
Connect riser；61- slides bolt hole；62- bridge culvert lamp；63- pedestal riser；64- bolt of lower base；65- bridge lamp base；66- bridge lamp is oblique
Support；67- vertical supporting bar；68- label bottom plate；69- bottom plate reinforcing steel；70- ventilation conduit；71- reflecting sign；72- wraps up muscle
Layer；The end 73- mould baffle；74- template connects falcon；75- template covers muscle；76- Template Location muscle；77- liftable assembled mark post；
78- bar top seal；79- mark post auxiliary positioning body；80- third connects riser；81- connection cross bar；82- second positions upright bar；
83- upright bar bottom plate；84- lifts crossbeam；85- elevation adjusts body；86- seam filled layer；87- back diagonal brace；88- lifting support
Ring；89- connection pull ring；90- lifts rope；91- peg passes through hole；92- reinforcing steel body；93- mark post top plate；The cast-in-place basis 94-；
95- vertical bar bolt.
Specific embodiment
The present invention is described further below with reference to embodiment.The explanation of following embodiments is merely used to help understand this
Invention.It should be pointed out that for those skilled in the art, without departing from the principle of the present invention, also
Can be with several improvements and modifications are made to the present invention, these improvement and modification also fall into the protection scope of the claims in the present invention
It is interior.
As shown in Fig. 2~Fig. 8, drag-line supporter 8 is arranged in the navigation mark system on the mark ship 5 of ship shape buoy 1, and
In the bottom of drag-line 17, anchor pier obligatory point 19 is set；The the first positioning upright bar 31 and the setting of 6 joint of mark post of profile bar mark 2 are transposed
Connecting rod 33, connection board 34 and lateral set muscle 35；When the foundation soil 14 of lift shore beacon 3 is soil ground, at connection bottom
Foundation anchor bar 40 is set on plate 39, and granular media embedded groove 42 is set in the side of assembling type base 23；The ground of lift shore beacon 3
It when soil layer 14 is rock foundation, is laid on basis and digs basic embedded groove 46 on platform 45, and cast-in-place basic 94, anchoring note is set
Slurry 47 and foundation anchor bar 40；Pier stud hoop plate 54 is set on bridge pier column 53, and makes the first connection riser 57 and pier stud hoop plate
54, transverse support bar 58 is welded to connect；Mark post auxiliary positioning body 79 is set in the outside of liftable assembled mark post 77, in mark post
Circumferential band plate 41 is arranged in top plate 93 and 51 joint of top mark post.
Ship shape buoy 1 includes that mark ship 5, mark post 6 and mark body 7,5 length of mark ship are 6m, is welded using steel plate；Mark
Bar 6 uses diameter to cut for the steel pipe of 100mm；Mark body 7 uses to be cut with a thickness of the stainless steel plate of 1mm.
The 14 inside arranging plate rising pouring slurry 22 of foundation soil and assembling type base 23 of the installation position of profile bar mark 2, on
Mark post bottom plate 24 and locating rack bottom plate 25 is arranged in portion；The foundation soil 14 is hard plastic state cohesive soil, and board bottom injecting cement paste 22 is
Cement mortar solidification forms, and assembling type base 23 uses Reinforced Concrete Materials, and mark post bottom plate 24 and locating rack bottom plate 25 are adopted
It is cut with a thickness of the steel plate of 2cm.
3 height of lift shore beacon is adjusted according to navigation channel SEA LEVEL VARIATION.
4 height of bridge mark is 1.5m.
8 quantity of drag-line supporter is 4, circumferentially set on 5 outside of the mark ship of ship shape buoy 1.
Hull support plate 9 and hull anchor slab 11 use to be cut with a thickness of the steel plate of 2mm.
Guardrail 10 uses diameter to cut for the steel pipe of 30mm.
Elevation regulation cock 12 uses internal diameter to form for the steel pipe rolling of 60mm.
Connection lacing wire 13 and pier top dowel 15 are all made of the spiral that diameter is 32mm.
Bottom connection pier 16 is formed using prefabricated concrete, strength grade of concrete C30.
Drag-line 17 uses diameter to be made of 6 beam steel strand wires.
Connection bolt 18 uses internal diameter to be made of the bolt of 32mm.
Anchor pier obligatory point 19 uses reinforcing bar net materials, bar diameter 10mm.
Ship anchor 20 is 4 pawl ship anchors.
Anchor pier obturator 21 uses concrete block.
Board bottom dowel 26 uses diameter for the spiral of 25mm.
Fastening bolt 27 is used and is formed with a thickness of the steel plate rolling of 1cm.
Connection sleeve plate 28 is used and is cut with a thickness of the steel plate of 2mm.
Set crab bolt 29 uses diameter for the stainless steel bolt of 22mm.
Closed obturator 30 is used and is cut with a thickness of the rubber slab of 2mm.
First positioning upright bar 31 uses outer diameter to cut for the steel pipe of 48mm.
Locating rack diagonal brace 32 uses diameter to cut for the steel pipe of 100mm.
Positioning connecting rod 33 uses diameter for the steel pipe of 60mm.
Connection board 34 is used and is cut with a thickness of the steel plate of 2mm.
Laterally set muscle 35 uses diameter to cut for the reinforcing bar of 10mm.
Positioning bolt 36 uses internal diameter to be made of the stainless steel bolt of 60mm.
Basis laying slot 37 is trapezoidal, depth 0.5m.
Bottom screed-coat 38 uses fine sand material, with a thickness of 5cm.
Connecting bottom board 39 is using the steel plate with a thickness of 2mm.
Foundation anchor bar 40 uses diameter to be made of the spiral of 32mm.
Circumferential band plate 41 is used and is formed with a thickness of the steel plate rolling of 2mm.
Granular media embedded groove 42 is trapezoidal, is highly 0.3m, width 0.5m.
First obturator 43 uses graded gravel.
Second obturator 44 uses graded broken stone.
It is 1.5m that 45 width of platform is laid on basis.
Basic 46 depth of embedded groove is 20cm, width 1m.
Anchor bolt grouting body 47 forms for cement mortar solidification.
Basic side form 48, base end mould 49 and end mould baffle 73 are all made of the steel form with a thickness of 1mm.
Lower part mark post 50 uses diameter to be made of the reinforcing bar of 100mm.
Top mark post 51 uses diameter to be made of the reinforcing bar of 80mm.
Connection peg 52 uses diameter for the stainless steel peg of 30mm.
Bridge pier column 53 is Reinforced Concrete Materials, strength grade of concrete C35.
Pier stud hoop plate 54 is used and is formed with a thickness of the steel plate rolling of 2mm.
Hoop plate otic placode 55 uses to be cut with a thickness of the steel plate of 2mm.
Hoop crab bolt 56 uses diameter for the stainless steel bolt of 20mm.
First connection riser 57, second, which connects riser 60 and connects riser 80 with third, is all made of steel plate with a thickness of 2mm.
It is 30mm, the steel with a thickness of 2mm that transverse support bar 58, skewed horizontal load bar 59 and vertical supporting bar 67, which are all made of diameter,
Pipe rolls.
Sliding bolt hole 61 is in bar shaped, width 30mm, length 60mm.
Bridge culvert lamp 62 uses operating voltage for the navigation light of 12v.
Pedestal riser 63 and bridge lamp base 65 are all made of to be cut with a thickness of the steel plate of 0.2cm.
Bolt of lower base 64 uses diameter for the stainless steel bolt of 10mm.
Bridge lamp diagonal brace 66 uses diameter to be made of the reinforcing bar of 22mm.
Label bottom plate 68 is used and is made with a thickness of the steel plate of 0.2cm.
Bottom plate reinforcing steel 69 is used and is formed with a thickness of the steel plate rolling of 1cm.
Ventilation 70 plane of conduit is rectangle, height 6cm, length 15cm.
Reflecting sign 71 uses Reflective adhesive tape.
Package muscle layer 72 uses diameter to be made of the reinforcing bar of 10mm.
Template connect falcon 74 width be 10cm, length 3cm.
Template set muscle 75 uses to be formed with a thickness of the steel plate rolling of 1mm.
Template Location muscle 76 is used and is formed with a thickness of the steel plate rolling of 0.2cm.
Liftable assembled mark post 77 is in top mark post 51 and 50 joint of lower part mark post setting bar top seal 78 and even
Connect peg 52.Bar top seal 78 uses flexible sealing glue material.
Mark post auxiliary positioning body 79 positions upright bar 82, upright bar bottom plate 83 by third connection riser 80, connection cross bar 81, second
It is formed with lifting crossbeam 84；The third connection riser 80 connects cross bar 81 and second using being made with a thickness of the steel plate of 10mm
Positioning upright bar 82 is all made of tube material.
Upright bar bottom plate 83 and lifting crossbeam 84 are all made of and cut with a thickness of the steel plate of 2mm.
Elevation adjusts body 85 and uses hydraulic jack, and it is 3 tons that maximum tonnage, which is adjusted,.
Seam filled layer 86 is used and is cut with a thickness of the rubber slab of 1cm.
Back diagonal brace 87 uses diameter to cut for the steel pipe of 60mm.
Lifting support ring 88 and connection pull ring 89 are all made of the reinforcing bar that diameter is 10mm and are rolled into circular ring shape.
It lifts rope 90 and uses 4 beam steel strand wires materials.
The diameter that peg passes through hole 91 is 30mm.
Reinforcing steel body 92 is used and is cut with a thickness of 10mm steel plate.
Mark post top plate 93 is used and is made with a thickness of the steel plate of 1cm.
Cast-in-place basic 94 be Reinforced Concrete Materials, strength grade of concrete C30.
95 diameter of vertical bar bolt is 22mm.
As shown in Figure 1, the construction method of the navigation mark system, including following construction procedure:
1) navigation mark position determines: being laid and is required according to navigation channel, determines ship shape buoy 1, profile bar mark 2, lift bank respectively
The position of mark 3, bridge mark 4；
2) ship shape buoy 1 is arranged: ship shape buoy 1 includes mark ship 5, mark post 6 and mark body 7；Setting drag-line supports on mark ship 5
Body 8, hull support plate 9 and guardrail 10, and hull anchor slab 11 and mark post 6 are set in hull support plate 9；It is arranged on mark post 6 high
Journey regulation cock 12, top are connect with mark body 7；Bottom is set inside foundation soil 14 and connects pier 16, connects pier 16 in bottom
Inside setting pier top dowel 15；It connect hull anchor slab 11 with pier top dowel 15 by connecting lacing wire 13, and is drawn in connection
Muscle 13 and 17 joint of drag-line setting connection bolt 18；It connect drag-line supporter 8 with drag-line 17, is arranged in the bottom of drag-line 17
Anchor pier obturator 21 is arranged in anchor pier obligatory point 19 and ship anchor 20 inside anchor pier obligatory point 19；
3) profile bar mark 2 is arranged: in 14 inside arranging plate rising pouring slurry of foundation soil, 22 He of 2 installation position of profile bar mark
Mark post bottom plate 24 and locating rack bottom plate 25 is arranged in assembling type base 23, top, and bottom is arranged in mark post 6 and 24 joint of mark post bottom plate
Plate reinforcing steel 69；Board bottom dowel 26 sequentially passes through assembling type base 23 and mark post bottom plate 24 from board bottom injecting cement paste 22 upwards, passes through
Fastening bolt 27 anchors；On the top of mark post bottom plate 24, mark post 6, the top of mark post 6 and the connection sleeve plate of mark 7 lower surface of body are set
28 are connected by set crab bolt 29；Locating rack diagonal brace 32 is set between locating rack bottom plate 25 and the first positioning upright bar 31；?
One positioning upright bar 31 and 6 joint of mark post setting positioning connecting rod 33, connection board 34 and lateral set muscle 35, and connect positioning
Bar 33 and connection board 34 are welded to connect, and connection board 34 and mark post 6 are connected firmly using laterally set muscle 35；Pass through spiral shell of transposing
The length of the adjustment positioning connecting rod 33 of bolt 36；
4) lift shore beacon 3 is arranged: the foundation soil 14 of 3 lower part of lift shore beacon is soil ground or rock foundation；It is right
In soil ground, basis is dug in foundation soil 14 and lays slot 37, and be successively laid with bottom in the bottom that slot 37 is laid on basis
Foundation anchor bar 40 is arranged in screed-coat 38 and connecting bottom board 39 on connecting bottom board 39, and foundation anchor bar 40 is made to pass through assembling type base
It is connect after 23 with mark post bottom plate 24；Meanwhile granular media embedded groove 42 is set in the side of assembling type base 23, and using the first filling
The gap of slot 37 is laid on body 43 and the second obturator 44 filling assembling type base 23 and basis；For rock foundation, in foundation soil
Basis is dug in layer 14 and lays platform 45, and lays on basis and digs basic embedded groove 46 on platform 45, from basic embedded groove 46
Anchor bolt grouting body 47 and foundation anchor bar 40 are laid downwards, and in the outside of basic embedded groove 46, basic side form 48 and base end mould are set
49, on cast-in-place basic 94 top, mark post bottom plate 24 is set；Lower part mark post 50 and upper is set gradually on the top of mark post bottom plate 24
Portion's mark post 51 makes lower part mark post 50 pass through screw rod with top mark post 51 or connect peg 52 and connects；
5) bridge mark 4 is arranged: pier stud hoop plate 54 being arranged on bridge pier column 53, and makes the hoop plate of 54 joint of pier stud hoop plate
Otic placode 55 is connected by hoop crab bolt 56；First connection riser 57 and pier stud hoop plate 54, transverse support bar 58 are welded to connect；In phase
Skewed horizontal load bar 59 is set between adjacent transverse support bar 58, the second connection of setting riser 60 in the end of transverse support bar 58,
And the setting sliding bolt hole 61 on the second connection riser 60；Vertical supporting bar 67 is connect with second using vertical bar bolt 95 and is erected
After plate 60 connects, top is connect with the pedestal riser 63 of 62 lower part of bridge culvert lamp by bolt of lower base 64；Under bridge lamp base 65
Surface is connect with pedestal riser 63, upper surface and bridge lamp diagonal brace 66；In the outside of vertical supporting bar 67, label bottom plate 68 is set, and
Setting ventilation conduit 70 and reflecting sign 71 on label bottom plate 68.
Claims (6)
1. a kind of construction method of navigation mark system, which is characterized in that including following construction procedure:
1) navigation mark position determines: being laid and is required according to navigation channel, determines ship shape buoy (1), profile bar mark (2), lift bank respectively
Mark the position of (3), bridge mark (4)；
2) ship shape buoy (1) is arranged: ship shape buoy (1) includes mark ship (5), mark post (6) and mark body (7)；It is arranged on mark ship (5)
Drag-line supporter (8), hull support plate (9) and guardrail (10), and hull anchor slab (11) are set on hull support plate (9) and are marked
Bar (6)；Elevation regulation cock (12) are set on mark post (6), are connect at the top of mark post (6) with mark body (7)；It is internal in foundation soil (14)
Bottom is set and connects pier (16), pier top dowel (15) are set inside bottom connection pier (16)；Pass through hull anchor slab (11)
Connection lacing wire (13) is connect with pier top dowel (15), and is connected in connection lacing wire (13) and the setting of pier top dowel (15) joint
Connecting bolt (18)；Connect drag-line supporter (8) with drag-line (17), drag-line (17) bottom be arranged anchor pier obligatory point (19) and
Anchor pier obturator (21) are arranged inside anchor pier obligatory point (19) in ship anchor (20)；
3) profile bar mark (2) is arranged: in the internal arranging plate rising pouring slurry of the foundation soil (14) of profile bar mark (2) installation position
(22) and assembling type base (23), mark post bottom plate (24) and locating rack bottom plate (25) is arranged in foundation soil (14) top, in mark post
(6) bottom plate reinforcing steel (69) are set with mark post bottom plate (24) joint；Board bottom dowel (26) from board bottom injecting cement paste (22) upwards according to
Secondary to pass through assembling type base (23) and mark post bottom plate (24), board bottom dowel (26) upper end is anchored at mark post by fastening bolt (27)
On bottom plate (24)；Mark post (6) are set on the top of mark post bottom plate (24), the connection on the top and mark body (7) lower surface of mark post (6)
Cage plate (28) passes through set crab bolt (29) connection；Locating rack is set between locating rack bottom plate (25) and the first positioning upright bar (31)
Diagonal brace (32)；In the first positioning upright bar (31) and mark post (6) joint setting positioning connecting rod (33), connection board (34) and cross
To set muscle (35), and make connecting rod (33) and connection board (34) welded connecting of transposing, it is using laterally set muscle (35) that connection is vertical
Plate (34) is connected firmly with mark post (6)；Pass through the length of positioning bolt (36) adjustment positioning connecting rod (33)；
4) lift shore beacon (3) is arranged: the foundation soil (14) of lift shore beacon (3) lower part is soil ground or rock foundation；
For soil ground, basis is dug in foundation soil (14) and lays slot (37), and lay the bottom of slot (37) successively on basis
It is laid with bottom screed-coat (38) and connecting bottom board (39), foundation anchor bar (40) are set on connecting bottom board (39), make foundation anchor bar
(40) assembling type base (23) are passed through to connect with mark post bottom plate (24) afterwards；Meanwhile setting dissipates in the side of assembling type base (23)
Body embedded groove (42), and laid using the first obturator (43) and the second obturator (44) filling assembling type base (23) and basis
The gap of slot (37)；For rock foundation, basis is dug in foundation soil (14) and lays platform (45), and flat in basis laying
Basic embedded groove (46) are dug on platform (45), lay anchor bolt grouting body (47) and foundation anchor bar downwards from basic embedded groove (46)
(40), basic side form (48) and base end mould (49) are set in the outside of basic embedded groove (46), in the upper of cast-in-place basic (94)
Mark post bottom plate (24) are arranged in portion；Lower part mark post (50) and top mark post (51) are set gradually on the top of mark post bottom plate (24), is made
Lower part mark post (50) by screw rod or connect peg (52) connection with top mark post (51)；
5) bridge mark (4) is arranged: pier stud hoop plate (54) are arranged on bridge pier column (53), and make pier stud hoop plate (54) joint
It binds round plate otic placode (55) and passes through hoop crab bolt (56) connection；First connection riser (57) and pier stud hoop plate (54), transverse support bar
(58) it is welded to connect；Skewed horizontal load bar (59) are set between adjacent transverse support bar (58), in transverse support bar (58)
The second connection riser (60) of end setting, and setting sliding bolt hole (61) in the second connection riser (60)；Using vertical bar spiral shell
After vertical supporting bar (67) is connect riser (60) connection with second by bolt (95), vertical supporting bar (67) top and bridge culvert lamp (62)
The pedestal riser (63) of lower part is connected by bolt of lower base (64)；The lower surface and pedestal riser (63) of bridge lamp base (65) are even
It connects, bridge lamp base (65) upper surface is connect with bridge lamp diagonal brace (66)；In the outside of vertical supporting bar (67), label bottom plate is set
(68), ventilation conduit (70) and reflecting sign (71) and on label bottom plate (68) are set.
2. the construction method of navigation mark system according to claim 1, it is characterised in that: step 2) the drag-line supporter
(8) quantity is 2~4；Anchor pier obturator (21) is using rubble or concrete block or iron block or lead；Anchor pier obligatory point (19) is adopted
With steel mesh or concrete or steel plate materials.
3. the construction method of navigation mark system according to claim 1, it is characterised in that: step 3) laterally set muscle (35)
Circumferentially it is set to the outside of mark post (6)；When mark post (6) includes top mark post (51) and lower part mark post (50), upper part mark post
(51) it is set to the inside of lower part mark post (50).
4. the construction method of navigation mark system according to claim 1, it is characterised in that: step 4) first obturator
(43) graded gravel or coarse sand are used；Second obturator (44) uses graded broken stone, and in the outer of the second obturator (44)
Side setting package muscle layer (72)；The basis side form (48) and base end mould (49) are all made of steel form or alloy templates or wooden model
End mould baffle (73) are arranged on basic side form (48) in plate, and template is arranged on base end mould (49) and connects falcon (74), on basis
The outside setting template of mould (49) and basic side form (48) is held to cover muscle (75) and Template Location muscle (76).
5. the construction method of navigation mark system according to claim 1, it is characterised in that: mark post described in step 3) (6) is adopted
With liftable assembled mark post (77)；The liftable assembled mark post (77) is in top mark post (51) and lower part mark post (50) phase
Place's setting bar top seal (78) and connection peg (52) are connect, mark post auxiliary positioning is set on the outside of liftable assembled mark post (77)
Body (79)；Mark post auxiliary positioning body (79) positions upright bar (82) by third connection riser (80), connection cross bar (81), second, stands
Bar bottom plate (83) and lifting crossbeam (84) composition, are arranged elevation between upright bar bottom plate (83) and foundation soil (14) and adjust body
(85), in third connection riser (80) and top mark post (51) joint setting seam filled layer (86), in lifting crossbeam (84)
Upper setting back diagonal brace (87)；In the top of back diagonal brace (87) setting lifting support ring (88), the side of mark post (51) on top
Face setting connection pull ring (89), setting lifting rope (90) between connection pull ring (89) and lifting support ring (88)；It is marked on top
Peg is respectively provided on bar (51) and lower part mark post (50) across hole (91), the joint of lower part mark post (50) and mark post bottom plate (24)
It is arranged reinforcing steel body (92), in mark post top plate (93) and top mark post (51) joint setting circumferential band plate (41), opposite
Setting hoop crab bolt (56), is arranged closed filling between circumferential band plate (41) and top mark post (51) between circumferential band plate (41)
Body (30).
6. the construction method of navigation mark system according to claim 1, it is characterised in that: step 5) the ventilation conduit (70)
Plane is rectangle, and height is 2~6cm, and length is 5~15cm.
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| CN201811332417.2A CN109572935B (en) | 2018-11-09 | 2018-11-09 | Construction method of navigation mark system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811332417.2A CN109572935B (en) | 2018-11-09 | 2018-11-09 | Construction method of navigation mark system |
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| CN109572935B CN109572935B (en) | 2020-04-10 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111962453A (en) * | 2020-08-14 | 2020-11-20 | 广东正方圆工程咨询有限公司 | River shoal channel renovation method |
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| CN2743218Y (en) * | 2004-10-28 | 2005-11-30 | 薛园 | Sink proof fairway buoy |
| CN203111450U (en) * | 2013-01-18 | 2013-08-07 | 巢湖市国力航标器材有限公司 | Novel navigation mark pontoon structure |
| JP2013151831A (en) * | 2012-01-25 | 2013-08-08 | Metawater Co Ltd | Load reduction device |
| CN103774685A (en) * | 2014-01-09 | 2014-05-07 | 江苏龙冠新型材料科技有限公司 | Method for manufacturing navigation mark concrete bearing platform |
| CN108438148A (en) * | 2018-03-14 | 2018-08-24 | 周国发 | Buoy anchor block and preparation method thereof |
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2018
- 2018-11-09 CN CN201811332417.2A patent/CN109572935B/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2743218Y (en) * | 2004-10-28 | 2005-11-30 | 薛园 | Sink proof fairway buoy |
| JP2013151831A (en) * | 2012-01-25 | 2013-08-08 | Metawater Co Ltd | Load reduction device |
| CN203111450U (en) * | 2013-01-18 | 2013-08-07 | 巢湖市国力航标器材有限公司 | Novel navigation mark pontoon structure |
| CN103774685A (en) * | 2014-01-09 | 2014-05-07 | 江苏龙冠新型材料科技有限公司 | Method for manufacturing navigation mark concrete bearing platform |
| CN108438148A (en) * | 2018-03-14 | 2018-08-24 | 周国发 | Buoy anchor block and preparation method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111962453A (en) * | 2020-08-14 | 2020-11-20 | 广东正方圆工程咨询有限公司 | River shoal channel renovation method |
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| CN109572935B (en) | 2020-04-10 |
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