CN108867551A - A kind of the laying auxiliary device and laying method of the prefabricated hexagonal block of river levee slope protection - Google Patents

A kind of the laying auxiliary device and laying method of the prefabricated hexagonal block of river levee slope protection Download PDF

Info

Publication number
CN108867551A
CN108867551A CN201810639769.6A CN201810639769A CN108867551A CN 108867551 A CN108867551 A CN 108867551A CN 201810639769 A CN201810639769 A CN 201810639769A CN 108867551 A CN108867551 A CN 108867551A
Authority
CN
China
Prior art keywords
slope protection
river levee
hexagonal block
laying
levee slope
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.)
Granted
Application number
CN201810639769.6A
Other languages
Chinese (zh)
Other versions
CN108867551B (en
Inventor
汪永剑
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangdong Construction Engineering Group Co Ltd
Original Assignee
Guangdong No 2 Hydropower Engineering Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangdong No 2 Hydropower Engineering Co Ltd filed Critical Guangdong No 2 Hydropower Engineering Co Ltd
Priority to CN201810639769.6A priority Critical patent/CN108867551B/en
Publication of CN108867551A publication Critical patent/CN108867551A/en
Application granted granted Critical
Publication of CN108867551B publication Critical patent/CN108867551B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/129Polyhedrons, tetrapods or similar bodies, whether or not threaded on strings
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Crystallography & Structural Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Revetment (AREA)

Abstract

The invention discloses the laying auxiliary devices and laying method of a kind of prefabricated hexagonal block of river levee slope protection, this is laid with auxiliary device and laying method and forms the structure that can be constructed up and down by the side bar and pedal of operating platform, and the traveling wheel group being arranged by operating platform both ends drives operating platform to move integrally along walking track sliding to carry out comprehensive laying of prefabricated hexagonal block, this device is avoided that while damage to river levee slope protection, complete the laying that the prefabricated hexagonal block of all standing is carried out above river levee slope protection, it improves work efficiency, and it can be reduced destruction to river levee slope protection, the invention is used for river levee construction of prevention work field.

Description

A kind of the laying auxiliary device and laying method of the prefabricated hexagonal block of river levee slope protection
Technical field
The present invention relates to river levee construction of prevention work field, the laying more particularly to a kind of prefabricated hexagonal block of river levee slope protection is assisted Device and laying method.
Background technique
To prevent river levee upstream face from suffering the erosion scour of wave and water flow, soil erosion is reduced, slope stability is improved, is needed River levee slope surface is protected.The slope protection water resistant stream scouring effect of prefabricated hexagonal block is good, and has and pave convenience, speed of application Fastly, there is the features such as strong certain flexible adaptive deformation ability, overall beautiful and economical rationality, using more in hydraulic engineering river levee Come more extensive.
But since river level height is varied, when to prevent water level from reducing, the soil body of river levee is passed through slope protection by water flow The drainage hole of prefabricated section is taken out of, damages to river levee, and place Min layers fill out the sand of 100mm thickness usually below slope protection prefabricated section Material, 100mm thickness rubble as anti-filter body, it can allow the water inside river levee to smoothly flow out and block grogs and flow out, and play protection The effect of river levee;Therefore the quality of sand, stone anti-filter body, it is most important to the protective effect of river levee.
The construction of the prefabricated hexagonal block of river levee at present is usually using hand fit's backacter, is being layered by design requirement After paving fills in sand, stone filter material, from the levee crown of river levee, prefabricated hexagonal block is discharged at sand, on stone filter material, it is manually anti-in sand, stone Walking is trampled on filtrate and carries prefabricated hexagonal block toward slope foot, and is successively laid with from slope foot to top of the slope, makes sand, stone filter material mixed in this way Material is serious, destroys its reverse filter effect, causes hidden danger of quality.
Summary of the invention
The purpose of the present invention is to provide a kind of convenient transportation, laying speed is fast and reduces the river destroyed to sandstone filter material The laying auxiliary device and laying method of the prefabricated hexagonal block of dike slope protection.
The technical solution adopted by the present invention is that:
A kind of laying auxiliary device of the prefabricated hexagonal block of river levee slope protection, including the top of the slope and slope foot in river levee slope protection along river levee The walking track that the length direction of slope protection is laid with, being additionally provided with can be along the operating platform of walking track travel, and operating platform includes position In operating platform both ends edge walking track travel traveling wheel group, if be connected between two traveling wheel groups positioned at two sides side bar and The dry several pedals being overlapped between two side bars.
It is further used as the improvement of technical solution of the present invention, and traveling wheel group includes that two sides are fixedly connected with two side bars respectively Wheel train frames are equipped at least two groups in wheel train frames along the traveling wheel of walking track travel.
It is further used as the improvement of technical solution of the present invention, and side bar is L-type steel, and the opening of the L-type steel of two side bars is opposite to be set It sets to form U-shaped sliding slot.
It is further used as the improvement of technical solution of the present invention, and the width between two side bars matches with prefabricated hexagonal block to be put into And the prefabricated hexagonal block of sliding.
A kind of laying method of the prefabricated hexagonal block of river levee slope protection, includes the following steps:
1) curb wall, is set along the length direction of river levee slope protection in the top of the slope of river levee slope protection, and in the slope foot of river levee slope protection Length direction along river levee slope protection is laid with spats;
2) walking track, is laid with above curb wall and spats;
3) side bar and the traveling wheel group positioned at side bar both ends, are connected, and overlaps several pedal formation operations between two side bars Platform;
4), the traveling wheel group at operating platform both ends is respectively placed in walking track;
5), operator stands on pedal, is laid with prefabricated hexagonal block up and down along pedal, and transverse shifting operating platform with It completes laterally to be laid with.
It is further used as the improvement of technical solution of the present invention, and two side bars are L-type steel, and the opening of the L-type steel of two side bars is opposite It is arranged and forms U-shaped sliding slot, in process of deployment, prefabricated hexagonal block slides along U-shaped sliding slot from the top of side bar and carries out slipping for hexagonal block It send.
It is further used as the improvement of technical solution of the present invention, and walking track includes the channel steel buckle of back-off and buckles with channel steel The groove steel rail that is fixedly connected of top.
It is further used as the improvement of technical solution of the present invention, and each side bar includes several telescoping rods that can voluntarily stretch.
Beneficial effects of the present invention:The laying auxiliary device and laying method of the prefabricated hexagonal block of this river levee slope protection pass through operation The side bar and pedal of platform form the structure that can be constructed up and down, and the traveling wheel group being arranged by operating platform both ends is along walking rail Road sliding drives operating platform to move integrally to carry out comprehensive laying of prefabricated hexagonal block, this device, which is avoided that, makes river levee slope protection While at damage, the laying for carrying out the prefabricated hexagonal block of all standing above river levee slope protection is completed, is improved work efficiency, and It can be reduced the destruction to river levee slope protection.
Detailed description of the invention
The present invention will be further explained below with reference to the attached drawings:
Fig. 1 is overall structure diagram of the embodiment of the present invention;
Fig. 2 is the structural schematic diagram of operating platform in the embodiment of the present invention;
Fig. 3 is walking track structure schematic diagram in the embodiment of the present invention.
Specific embodiment
Referring to Fig.1~Fig. 3, the present invention are a kind of laying auxiliary device of the prefabricated hexagonal block of river levee slope protection, are included in river levee The walking track 1 that the top of the slope and slope foot of slope protection 10 are laid with along the length direction of river levee slope protection 10, being additionally provided with can be along walking 1 row of track The operating platform walked, operating platform include the traveling wheel group 2 that the edge walking track 1 positioned at operating platform both ends is walked, two walkings The side bar 3 and several several pedals 4 being overlapped between two side bars 3 positioned at two sides are connected between wheel group 2.
As a preferred embodiment of the present invention, traveling wheel group 2 includes the wheel group that two sides are fixedly connected with two side bars 3 respectively Frame is equipped with the traveling wheel that at least two groups are walked along walking track 1 in wheel train frames.
As a preferred embodiment of the present invention, side bar 3 is L-type steel, and the opening of the L-type steel of two side bars 3 is oppositely arranged shape At U-shaped sliding slot.
As a preferred embodiment of the present invention, the width between two side bars 3 matches with prefabricated hexagonal block to be put into and slide Send prefabricated hexagonal block.
A kind of laying method of the prefabricated hexagonal block of river levee slope protection, includes the following steps:
1) curb wall, is set along the length direction of river levee slope protection 10 in the top of the slope of river levee slope protection 10, and in river levee slope protection 10 Slope foot along river levee slope protection 10 length direction be laid with spats;
2) walking track 1, is laid with above curb wall and spats;
3) side bar 3 and the traveling wheel group 2 positioned at 3 both ends of side bar, are connected, and overlaps several formation of pedal 4 between two side bars 3 Operating platform;
4), the traveling wheel group 2 at operating platform both ends is respectively placed in walking track 1;
5), operator stands on pedal 4, is laid with prefabricated hexagonal block, and transverse shifting operating platform along about 4 pedal To complete laterally to be laid with.
As a preferred embodiment of the present invention, two side bars 3 are L-type steel, and the opening of the L-type steel of two side bars 3 is oppositely arranged Form U-shaped sliding slot, in process of deployment, prefabricated hexagonal block, which is slided from the top of side bar 3 along U-shaped sliding slot, to carry out slipping for hexagonal block and send.
As a preferred embodiment of the present invention, walking track 1 includes the channel steel buckle 11 of back-off and buckles 11 with channel steel The groove steel rail 12 that is fixedly connected of top.
As a preferred embodiment of the present invention, each side bar 3 includes several telescoping rods that can voluntarily stretch.
The laying auxiliary device and laying method of the prefabricated hexagonal block of this river levee slope protection by side bar 3 and pedal 4 formed can on The structure of lower construction, and the traveling wheel group 2 being arranged by both ends is pre- to carry out along the walking sliding driving device overall movement of track 1 Comprehensive laying of hexagonal block processed, this device is avoided that while damage to river levee slope protection 10, is completed on river levee slope protection 10 The laying of the prefabricated hexagonal block of Fang Jinhang all standing, improves work efficiency, and can be reduced the destruction to river levee slope protection 10.
The production of the laying auxiliary device of the prefabricated hexagonal block of river levee slope protection includes following below scheme:
First production operating platform and walking track 1.Operating platform is by two groups of traveling wheel groups 2, side bar 3 and several pieces of pedals 4 Composition, every group of traveling wheel group 2 include two traveling wheels, and the height difference between two pieces of pedals 4 is set as 30cm, between two pedals 4 Horizontal space is set as 50cm.
Side bar 3, the pedal 4 of operating platform can make of steel or timber, and other materials production can also be used.Traveling wheel group Steel wheel, which can be used, in 2 traveling wheel can also be used vapour tire wheel.The channel steel buckle that the two sides up and down of walking track 1 have channel steel to be fabricated to 11 and groove steel rail 12 form, when using manually move when, walk 1 moderate length of track, can lift shifting with 2 people is advisable.Walking rail The channel steel buckle 11 in road 1 is connected with groove steel rail 12, and 1~2m of spacing mono- simultaneously joins end to end.The channel steel buckle 11 of walking track 1 It is made of steel, welding can be used in the connection between groove steel rail 12, it is also possible to be bolted.Operating platform is in operation It is mobile that artificial promotion, elevator machine travel can be used, it is mobile that other way can also be used.
After operating platform completes, it can spread and complete into sand, the rubble filter material of river levee slope surface, and the spats of river levee, After the curb wall of levee crown constructs and has certain intensity, the installation of walking track 1 is carried out.Track 1 of walking is buckled by channel steel 11 back-offs are fixed on spats and curb coping, and walking track 1 is in each installation two simultaneously of the corresponding position of spats and curb wall Group.
After walking track 1 installs, the traveling wheel group 2 at operating platform both ends is sequentially placed into walking track 1, keeps operation flat The traveling wheel group 2 of platform can flexibly move in the groove steel rail 12 of walking track 1.
In the process of deployment of prefabricated hexagonal block, the prefabricated hexagonal block for transporting to levee crown is slided along the side bar 3 of operating platform, The prefabricated hexagonal block slided is layered on the sand of river levee slope surface, rubble on the pedal 4 of operating platform by construction personnel station from bottom to top On filter material.
Two adjacent walking tracks 1 are set, and are set to preceding No.1 track and No. two tracks.When No.1 track After slope surface in the range of capable of being laid with is taped against levee crown from bottom to top, move on to operating platform by the groove steel rail 12 of No.1 track No. two tracks, the prefabricated hexagonal block of slope protection in the range of capable of being laid with using preceding method No. two tracks of progress are laid with.Simultaneously by one Before number track moves to No. two tracks, and it is connected and fixed respectively with spats and curb wall by the channel steel buckle 11 for track 1 of walking, No. two tracks can be laid in the range of prefabricated hexagonal block spread after, operating platform is moved to No.1 track, carries out No.1 rail Prefabricated hexagonal block in the range of road can be laid with is laid with.Above step repeats, and can be completed in entire river levee slope protection 10 The laying of prefabricated hexagonal block.
In this device, side bar 3 can also be arranged to telescopic form, to meet the height of river levee slope protection 10 and incline The laying of prefabricated hexagonal block in the case that gradient is inconsistent.
Certainly, the invention is not limited to above embodiment, and those skilled in the art are without prejudice to originally Equivalent deformation or replacement can be also made under the premise of spirit, these equivalent variation or replacement are all contained in the application right It is required that in limited range.

Claims (8)

1. a kind of laying auxiliary device of the prefabricated hexagonal block of river levee slope protection, it is characterised in that:Including in river levee slope protection top of the slope and The walking track that slope foot is laid with along the length direction of river levee slope protection, being additionally provided with can be described along the operating platform of walking track travel Operating platform includes the traveling wheel group of the edge walking track travel positioned at operating platform both ends, is connected between the two traveling wheel groups Side bar and several several pedals being overlapped between two side bars positioned at two sides.
2. the laying auxiliary device of the prefabricated hexagonal block of river levee slope protection according to claim 1, it is characterised in that:The walking Wheel group includes the wheel train frames that two sides are fixedly connected with two side bars respectively, and at least two groups are equipped in the wheel train frames along walking The traveling wheel of track travel.
3. the laying auxiliary device of the prefabricated hexagonal block of river levee slope protection according to claim 1, it is characterised in that:The side bar Opening for L-type steel, the L-type steel of two side bars is oppositely arranged to form U-shaped sliding slot.
4. the laying auxiliary device of the prefabricated hexagonal block of river levee slope protection according to claim 3, it is characterised in that:Two sides Width and prefabricated hexagonal block between beam match to be put into the simultaneously prefabricated hexagonal block of sliding.
5. a kind of laying method of the prefabricated hexagonal block of river levee slope protection, which is characterized in that include the following steps:
1), the top of the slope of river levee slope protection along river levee slope protection length direction be arranged curb wall, and the slope foot of river levee slope protection along the river The length direction of dike slope protection is laid with spats;
2) walking track, is laid with above the curb wall and spats;
3) side bar and the traveling wheel group positioned at the side bar both ends, are connected, and overlaps several pedals between two side bars and is formed Operating platform;
4), the traveling wheel group at the operating platform both ends is respectively placed in walking track;
5), operator stands on pedal, is laid with prefabricated hexagonal block up and down along pedal, and transverse shifting operating platform is to complete Laterally it is laid with.
6. the laying method of the prefabricated hexagonal block of river levee slope protection according to claim 5, it is characterised in that:Two side bars are L-type steel, the opening of the L-type steel of two side bars are oppositely arranged to form U-shaped sliding slot, in process of deployment, the prefabricated hexagonal block from The top of side bar is slided slipping for hexagonal block of progress along U-shaped sliding slot and is sent.
7. the laying method of the prefabricated hexagonal block of river levee slope protection according to claim 5, it is characterised in that:The walking track The groove steel rail that channel steel including back-off is buckled and is fixedly connected with the top of channel steel buckle.
8. the laying method of the prefabricated hexagonal block of river levee slope protection according to claim 5, it is characterised in that:Each side bar packet Include several telescoping rods that can voluntarily stretch.
CN201810639769.6A 2018-06-20 2018-06-20 Auxiliary paving device and paving method for river levee slope protection prefabricated hexagonal blocks Active CN108867551B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810639769.6A CN108867551B (en) 2018-06-20 2018-06-20 Auxiliary paving device and paving method for river levee slope protection prefabricated hexagonal blocks

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810639769.6A CN108867551B (en) 2018-06-20 2018-06-20 Auxiliary paving device and paving method for river levee slope protection prefabricated hexagonal blocks

Publications (2)

Publication Number Publication Date
CN108867551A true CN108867551A (en) 2018-11-23
CN108867551B CN108867551B (en) 2023-11-28

Family

ID=64340002

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810639769.6A Active CN108867551B (en) 2018-06-20 2018-06-20 Auxiliary paving device and paving method for river levee slope protection prefabricated hexagonal blocks

Country Status (1)

Country Link
CN (1) CN108867551B (en)

Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102900087A (en) * 2011-07-26 2013-01-30 王建军 Slope protection mold for cast-in-place ecological slope protection
CN103122622A (en) * 2013-02-27 2013-05-29 中国水电顾问集团华东勘测设计研究院 Pre-fabricated drainage type slope protection structure and construction method thereof
CN103147448A (en) * 2013-03-07 2013-06-12 河海大学 Anchoring split arch bridge type protection slope structure and method for constructing and paving same
CN204435394U (en) * 2015-01-15 2015-07-01 黑龙江省公路勘察设计院 The hexagon hollowcore precast slope-protection block of energy protection against erosion
CN105625260A (en) * 2014-10-28 2016-06-01 中铁十四局集团有限公司 Construction method of prefabricated hexagonal solid blocks for protecting slopes
CN105735328A (en) * 2016-04-25 2016-07-06 杭州江润科技有限公司 Construction method of stepped mortar-rubble-paved slope of ventilation embankment
CN105951676A (en) * 2016-06-21 2016-09-21 长江勘测规划设计研究有限责任公司 Interlocked wave-resistance protection slope precast block system and construction method
CN106759104A (en) * 2016-12-29 2017-05-31 浙江大学城市学院 Ecological slope protection structure and construction method
CN106894387A (en) * 2017-05-01 2017-06-27 李磊 A kind of town and country river course slope protection system and method for paving
CN106906832A (en) * 2017-03-31 2017-06-30 合肥工业大学 Double layer concrete ecological revetment and its laying method
CN206736921U (en) * 2017-05-12 2017-12-12 山东大学 A kind of haulage equipment of slope protection block
CN207331613U (en) * 2017-09-03 2018-05-08 袁霞 Protection slope protective reinforcing device
CN208441048U (en) * 2018-06-20 2019-01-29 广东水电二局股份有限公司 A kind of laying auxiliary device of the prefabricated hexagonal block of river levee slope protection

Patent Citations (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102900087A (en) * 2011-07-26 2013-01-30 王建军 Slope protection mold for cast-in-place ecological slope protection
CN103122622A (en) * 2013-02-27 2013-05-29 中国水电顾问集团华东勘测设计研究院 Pre-fabricated drainage type slope protection structure and construction method thereof
CN103147448A (en) * 2013-03-07 2013-06-12 河海大学 Anchoring split arch bridge type protection slope structure and method for constructing and paving same
CN105625260A (en) * 2014-10-28 2016-06-01 中铁十四局集团有限公司 Construction method of prefabricated hexagonal solid blocks for protecting slopes
CN204435394U (en) * 2015-01-15 2015-07-01 黑龙江省公路勘察设计院 The hexagon hollowcore precast slope-protection block of energy protection against erosion
CN105735328A (en) * 2016-04-25 2016-07-06 杭州江润科技有限公司 Construction method of stepped mortar-rubble-paved slope of ventilation embankment
CN105951676A (en) * 2016-06-21 2016-09-21 长江勘测规划设计研究有限责任公司 Interlocked wave-resistance protection slope precast block system and construction method
CN106759104A (en) * 2016-12-29 2017-05-31 浙江大学城市学院 Ecological slope protection structure and construction method
CN106906832A (en) * 2017-03-31 2017-06-30 合肥工业大学 Double layer concrete ecological revetment and its laying method
CN106894387A (en) * 2017-05-01 2017-06-27 李磊 A kind of town and country river course slope protection system and method for paving
CN206736921U (en) * 2017-05-12 2017-12-12 山东大学 A kind of haulage equipment of slope protection block
CN207331613U (en) * 2017-09-03 2018-05-08 袁霞 Protection slope protective reinforcing device
CN208441048U (en) * 2018-06-20 2019-01-29 广东水电二局股份有限公司 A kind of laying auxiliary device of the prefabricated hexagonal block of river levee slope protection

Also Published As

Publication number Publication date
CN108867551B (en) 2023-11-28

Similar Documents

Publication Publication Date Title
JP4403579B2 (en) Removal method of existing pier of overpass
CN208441048U (en) A kind of laying auxiliary device of the prefabricated hexagonal block of river levee slope protection
RU2229550C2 (en) Rail track reconstruction machine
RU2632834C2 (en) Method of road construction broadening
CN111305494B (en) Corner type evacuation stair structure based on sequential connection with ballast bed and construction method thereof
CN105951538A (en) Deviation correcting structure and deviation correcting method for asymmetrical earth fill load deviation of high-speed railway roadbed
KR100556219B1 (en) A method for changing plate-girder bridge of railway bridge into slab bridge by using temporary construction bents.
KR101658246B1 (en) Method for refurbishing a ballast bed of a track
CN106907024A (en) Concrete trestle is constructed and its construction method with foundation ditch link node
US8721214B2 (en) Culvert with a deformation zone
CN108867551A (en) A kind of the laying auxiliary device and laying method of the prefabricated hexagonal block of river levee slope protection
JP7499672B2 (en) Deck replacement method
CN112376585B (en) Prefabricated assembly cast-in-place combined type ecological concrete protection structure, construction equipment and construction method
CN211498359U (en) Anti-skidding garden road structure
CN212000579U (en) Stride division strip walking platform
CN211498488U (en) Highway and railway dual-purpose bridge movable railway hard protection platform
CN212001988U (en) Corner type evacuation stair structure based on in same direction as connecing with ballast bed
DE102008021921A1 (en) Method for applying water retaining layers using a floating work station onto which the layers are prepared and laid into position in a continuous manner
CN201046888Y (en) Bridge-dismantling hoisting device
CN211256695U (en) Beam conveying structure crossing existing road
KR100436781B1 (en) Saddle structural steel and tunnel execution method
JP2959759B2 (en) Reinforcement reinforcement thickening method
CN210914109U (en) Rail-mounted belt storage platform device
CN220077531U (en) Large-gradient downhill roadway fully-mechanized coal gangue digging and conveying device
CN102839595A (en) Method for treating bump at bridge-head

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address
CP03 Change of name, title or address

Address after: 511340 20 / F, A-1 business center, Shuidian Plaza, building 1, Guangshen Avenue West, Xintang Town, Zengcheng District, Guangzhou City, Guangdong Province

Patentee after: Guangdong Construction Engineering Group Co.,Ltd.

Country or region after: China

Address before: 511340 20 / F, A-1 business center, Shuidian Plaza, building 1, Guangshen Avenue West, Xintang Town, Zengcheng District, Guangzhou City, Guangdong Province

Patentee before: GUANGDONG NO. 2 HYDROPOWER ENGINEERING Co.,Ltd.

Country or region before: China