CN108316154A - A kind of pier shaft concrete sprinkling curing system and concrete spray maintenance process - Google Patents

A kind of pier shaft concrete sprinkling curing system and concrete spray maintenance process Download PDF

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Publication number
CN108316154A
CN108316154A CN201810262832.9A CN201810262832A CN108316154A CN 108316154 A CN108316154 A CN 108316154A CN 201810262832 A CN201810262832 A CN 201810262832A CN 108316154 A CN108316154 A CN 108316154A
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CN
China
Prior art keywords
pier
spray
water
concrete
curing system
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.)
Pending
Application number
CN201810262832.9A
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Chinese (zh)
Inventor
赵凯兵
郑贺楠
李杨
凌俊东
李洪全
付亚军
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.)
China Railway 11th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd
Original Assignee
China Railway 11th Bureau Group Co Ltd
Second Engineering Co Ltd of China Railway 11th Bureau Group 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 China Railway 11th Bureau Group Co Ltd, Second Engineering Co Ltd of China Railway 11th Bureau Group Co Ltd filed Critical China Railway 11th Bureau Group Co Ltd
Priority to CN201810262832.9A priority Critical patent/CN108316154A/en
Publication of CN108316154A publication Critical patent/CN108316154A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/02Piers; Abutments ; Protecting same against drifting ice

Abstract

The present invention provides a kind of pier shaft concrete sprinkling curing systems and concrete to spray maintenance process, belongs to building machinery technical field.It includes water supply mechanism, the time relay, screw thread steel bracket, spray assemblies and pier body;Screw thread steel bracket is mounted on pier body, and spray assemblies are mounted on screw thread steel bracket, and water supply mechanism is connect with spray assemblies;The time relay is electrically connected with spray assemblies, and the time relay can control being turned on and off for spray assemblies.The concrete sprays maintenance process, realizes the automation maintenance of pier body concrete, improves maintenance quality, and extend the service life of pier shaft concrete.

Description

A kind of pier shaft concrete sprinkling curing system and concrete spray maintenance process
Technical field
The present invention relates to building machinery technical field, in particular to a kind of pier shaft concrete sprinkling curing system and Concrete sprays maintenance process.
Background technology
In the prior art, construction site generally connects electricity and send for the maintenance of concrete by artificial watering (water supply) or manually Water operates spray pipeline to complete, and such maintenance method has the following aspects:
1. artificial watering is lack of standardization.To keep concrete, holding surface moistens in the standard curing period after pouring, and fills Dispersion removes the heat of hydration, and general watering early period is more frequent, and the later stage watering frequency is reduced, and live artificial watering is difficult to accomplish to spill on time Water often misses the watering time, reduces watering number, especially at night.
2. the grasp of pair temperature, humidity is inaccurate.It is needed according to maintenance regulatory requirements to conserving works surface environment temperature The monitoring (large volume coagulation also needs monitoring internal temperature) that degree, humidity are timed, to differentiate its moistening degree and environment temperature It takes measures to be conserved, and scene is lack of standardization to the monitoring of temperature, is not monitored substantially to humidity, it is difficult to according to epidemic disaster Situation accomplishes to conserve in due course.
3. it is insufficient or excessive to conserve water consumption.How much watering depends on beam body volume and surface area, very few (the moistening journey of watering Degree not enough or cannot penetrate into inside) then maintenance effect it is bad, at most water resource waste of sprinkling water, and excessive watering often results in Concrete early stage surface strength it is relatively low to generate fade, the mass defects such as washmarking.
4. it is low to conserve efficiency.Nourishment needs special messenger to complete, and Liang Chang more than general 12 pedestals just needs 1~2 The special maintenance worker of name, the maintenance worker that production peak period needs is more, thus maintenance cost is higher, conserves inefficiency.
5. the maintenance of mass concrete, which is typically necessary, takes surveillance and control measure, manual testing's temperature and humidity, analysis are sentenced It is disconnected whether to carry out private water supply cooling and surface watering moisturizing.Slightly improper (worker conserves not in time) concrete will be burnt out (internal and external temperature is excessive to cause thermal stress cracks to generate).
Invention content
The present invention provides a kind of pier shaft concrete sprinkling curing systems and concrete to spray maintenance process, it is intended to solve existing There is the above problem existing for pier shaft concrete sprinkling curing system in technology.
What the embodiment of the present invention was realized in:
A kind of pier shaft concrete sprinkling curing system, the pier shaft concrete sprinkling curing system include water supply mechanism, when Between relay, screw thread steel bracket, spray assemblies and pier body;
The screw thread steel bracket is mounted on the pier body, and the spray assemblies are mounted on the screw thread steel bracket, institute Water supply mechanism is stated to connect with the spray assemblies;
The time relay is electrically connected with the spray assemblies, and the time relay can control the spray assemblies Be turned on and off.
As a preferred technical solution of the present invention, the water supply mechanism includes water storage box, high-lift pump and defeated Water pipe, the water storage box are connect with the high-lift pump, and the high-lift pump is connect with the water-supply-pipe, the water-supply-pipe It is connect with the spray assemblies.
As a preferred technical solution of the present invention, the spray assemblies include pier top spray piping and multiple nozzles, The pier top spray piping is annularly mounted on the pier body, and the water-supply-pipe is connect with the pier top spray piping, more A nozzle is mounted on the pier top spray piping evenly and at intervals.
As a preferred technical solution of the present invention, the spray assemblies include pier shaft spray piping, the pier shaft spray Shower pipe road is annularly mounted on the pier body, and the pier shaft spray piping is connect with the pier top spray piping.
As a preferred technical solution of the present invention, the pier body is enclosed with geotextiles at the spray assemblies, The pier body at the spray assemblies far from being enclosed with plastic film.
As a preferred technical solution of the present invention, the both ends of the screw thread steel bracket are both provided with screw-thread steel fixture, The screw thread steel bracket is fixedly connected by the screw-thread steel fixture with the pier body.
As a preferred technical solution of the present invention, the height of the high-lift pump than the pier body height at least High 5m.
As a preferred technical solution of the present invention, the geotextiles thickness is 2mm, length 30cm.
As a preferred technical solution of the present invention, the water-supply-pipe includes pvc pipe, and the water delivery tube thickness is 2cm.
A kind of concrete spray maintenance process, the concrete spray maintenance process includes above-described pier shaft concrete Sprinkling curing system, including step:
Step 1 carries out preparation of construction;
Step 2 will wrap up geotextiles on the pier body, will superscribe plastic film on the pier shaft of the pier body;
The water supply mechanism, the screw thread steel bracket and the spray assemblies are separately mounted to the pier by step 3 On body;
Step 4 installs the time relay, and parameter setting is carried out to the time relay;
Step 5 starts the water supply mechanism, and circulated sprinkling is carried out to the pier body.
The beneficial effects of the invention are as follows:
The present invention provides a kind of pier shaft concrete sprinkling curing system comprising water supply mechanism, the time relay, screw-thread steel Holder, spray assemblies and pier body;Since spray assemblies include pier top spray piping and multiple nozzles, pier top spray piping is in ring It is mounted on pier body to shape, water-supply-pipe is connect with pier top spray piping, and multiple nozzles are mounted on pier top spray tube evenly and at intervals On road, therefore, when starting high-lift pump, the water in water storage box can be transported to by water-supply-pipe at each position In spray piping, and then comprehensive spray is carried out to pier body and is conserved so that the service life is longer for pier body concrete, improves The maintenance quality of pier body concrete.Simultaneously as the time relay is electrically connected with spray assemblies, the time relay can control spray Leaching component is turned on and off;Therefore, the reservoir storage of water storage box can ensure after continuously spraying operating condition, setting time relay The time interval of device and duration simultaneously start spray system power supply, and spray system will enter working condition at this time;Work as relay After device reaches specified spray time, the switch of high-lift pump is connected, high-lift pump draws water out of water storage box to be sent to water delivery In pipe, water-supply-pipe connects pier top spray piping and pier shaft spray piping, what spray piping and pier shaft spray piping wrapped up pier top Geotextiles carry out spray watering, and water curtain is uniformly transmitted to the pier shaft that need to be conserved through flow by gravity by the geotextiles of moistening mixes On solidifying soil face, after water spraying time reaches the scheduled time, the time relay, which switches off the pump to switch, stops water spray;Therefore, the pier shaft Concrete curing process engineering, standardization and automation may be implemented in concrete sprinkling curing system, reduces human factor It influences, improves concrete curing quality, extend concrete service life.
The present invention sprays maintenance process by the concrete that above-mentioned design obtains, which sprays maintenance process due to tool Have an above-mentioned pier shaft concrete sprinkling curing system, thus its can realize concrete curing process engineering, standardization and Automation, reducing human factor influences, and improves concrete curing quality, extends concrete service life.
Description of the drawings
It, below will be to required use in embodiment in order to illustrate more clearly of the technical solution of embodiment of the present invention Attached drawing be briefly described, it should be understood that the following drawings illustrates only certain embodiments of the present invention, therefore is not to be seen as It is the restriction to range, it for those of ordinary skill in the art, without creative efforts, can be with root Other relevant attached drawings are obtained according to these attached drawings.
Fig. 1 is the structural schematic diagram of the pier shaft concrete sprinkling curing system provided in the embodiment of the present invention;
Fig. 2 is the structural schematic diagram of the pier shaft concrete sprinkling curing system first angle provided in the embodiment of the present invention;
Fig. 3 is the structural schematic diagram of the pier shaft concrete sprinkling curing system second angle provided in the embodiment of the present invention;
Fig. 4 is the pier shaft concrete spray maintenance process flow chart provided in the embodiment of the present invention.
Icon:1- pier shaft concrete sprinkling curing systems;2- water supply mechanisms;The 3- time relays;4- screw thread steel brackets;5- Spray assemblies;6- pier bodies;7- water storage boxes;8- high-lift pumps;9- water-supply-pipes;10- pier top spray pipings;11- nozzles;12- piers Body spray piping;13- geotextiles;14- screw-thread steel fixtures.
Specific implementation mode
To keep the purpose, technical scheme and advantage of embodiment of the present invention clearer, implement below in conjunction with the present invention The technical solution in embodiment of the present invention is clearly and completely described in attached drawing in mode, it is clear that described reality The mode of applying is some embodiments of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ability The every other embodiment that domain those of ordinary skill is obtained without making creative work, belongs to the present invention The range of protection.Therefore, the detailed description of the embodiments of the present invention to providing in the accompanying drawings is not intended to limit and wants below The scope of the present invention of protection is sought, but is merely representative of the selected embodiment of the present invention.
In the description of the present invention, it is to be understood that, the term of indicating position or position relationship is based on shown in attached drawing Orientation or positional relationship, be merely for convenience of description of the present invention and simplification of the description, do not indicate or imply the indicated element It must have a particular orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " fixation " etc. Term shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral;Can be that machinery connects It connects, can also be electrical connection;It can be directly connected, can also can be indirectly connected through an intermediary in two elements The interaction relationship of the connection in portion or two elements.It for the ordinary skill in the art, can be according to specific feelings Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention unless specifically defined or limited otherwise, fisrt feature can be on or below second feature Be in direct contact including the first and second features, can also include the first and second features not be in direct contact but by them it Between other characterisation contact.Moreover, fisrt feature is on second feature, top and above include fisrt feature second spy Right over sign and oblique upper, or be merely representative of fisrt feature level height and be higher than second feature.Fisrt feature second feature it Under, lower section and fisrt feature included below are immediately below second feature and obliquely downward, or be merely representative of fisrt feature level height Less than second feature.
Embodiment:
A kind of concrete spray maintenance process is present embodiments provided, it includes pier shaft coagulation which, which sprays maintenance process, Native sprinkling curing system 1.
It please refers to Fig.1 to Fig.4, pier shaft concrete sprinkling curing system 1 includes water supply mechanism 2, the time relay 3, screw thread Steel bracket 4, spray assemblies 5 and pier body 6;Screw thread steel bracket 4 is mounted on pier body 6, and spray assemblies 5 are mounted on screw thread steel bracket On 4, water supply mechanism 2 is connect with spray assemblies 5;The time relay 3 is electrically connected with spray assemblies 5, and the time relay 3 can control Spray assemblies 5 are turned on and off.
Further, in the present embodiment, water supply mechanism 2 includes water storage box 7, high-lift pump 8 and water-supply-pipe 9, is stored Water tank 7 is connect with high-lift pump 8, and high-lift pump 8 is connect with water-supply-pipe 9, and water-supply-pipe 9 is connect with spray assemblies 5.
Further, in the present embodiment, spray assemblies 5 include pier top spray piping 10 and multiple nozzles 11, pier top spray Shower pipe road 10 is annularly mounted on pier body 6, and water-supply-pipe 9 is connect with pier top spray piping 10, and multiple nozzles 11 are spaced uniformly Ground is mounted on pier top spray piping 10.
Further, in the present embodiment, spray assemblies 5 include pier shaft spray piping 12, and pier shaft spray piping 12 is in ring It is mounted on pier body 6 to shape, pier shaft spray piping 12 is connect with pier top spray piping 10.
Further, in the present embodiment, pier body 6 is enclosed with geotextiles 13 at spray assemblies 5, and pier body 6 is far from spray It is enclosed with plastic film at leaching component 5.
Further, in the present embodiment, the both ends of screw thread steel bracket 4 are both provided with screw-thread steel fixture 14, screw-thread steel branch Frame 4 is fixedly connected by screw-thread steel fixture 14 with pier body 6.
It should be noted that in the present embodiment, water storage box 7 is put should be close proximity to bridge pier, and can guarantee and do not influence bridge The other processes operation of pier construction, each pier shaft configure a set of sprinkling equipment.Meanwhile water storage box 7 should be always ensured that it is enough Reservoir storage burns water pump when preventing high-lift pump 8 from working under exsiccosis and spray system is caused to fail.In addition, in water storage Mark warning line line in case 7, when water level decreasing to warning line line should feed water storage box 7, it is ensured that 7 water level of water storage box It meets the requirements.
It should be noted that in the present embodiment, before spray system installation, using 2mm thickness geotextiles 13 to pier top first Full package, takes pier shaft 30cm under geotextiles 13, and pier top geotextiles 13 are beared down on one sturdy pier top concrete surface using precast concrete block, Pier shaft and groove geotextiles 13 fix sturdy pier shaft concrete surface using nylon rope and Reinforcing bar clamp, and pier shaft uses plastic film Package.
Meanwhile pump lift should be higher than that bridge highest pier shaft 5m, to ensure that maintenance water can be pumped to highest pier construction There is enough hydraulic pressure that spray is ejected on concrete curing face after work surface.Moreover, high-lift pump 8 should have for a long time simultaneously The durability for switching work repeatedly prevents from using ring above-mentioned to ensure the reliability when switching and working long hours repeatedly Under border the spraying effect of entire spray system is influenced since the performance of water pump is unstable.
It should be noted that in the present embodiment, water-supply-pipe 9 connects water pump and spray tube using the pvc pipe of 2cm.Water delivery Pipe 9 is suspended on pier top hanger, is connect with spray piping after rising to pier top.If pier shaft height is more than 30m, pier shaft lower ranges are defeated Water pipe 9 should use 5cm steel pipes or use appropriate caliber steel pipe according to on-site actual situations, be answered using the length of steel pipe compared with Large Diameter Pipeline It is obtained by calculating.
The concrete sprays maintenance process, by above-mentioned pier shaft concrete sprinkling curing system 1, mainly uses below Step is implemented:
Step 1 carries out preparation of construction;
Step 2 will wrap up geotextiles 13, will superscribe plastic film on the pier shaft of pier body 6 on pier body 6;
Water supply mechanism 2, screw thread steel bracket 4 and spray assemblies 5 are separately mounted on pier body 6 by step 3;
Step 4, set-up time relay 3 carry out parameter setting to the time relay 3;
Step 5 starts water supply mechanism 2, and circulated sprinkling is carried out to pier body 6.
In conclusion the present invention sprays maintenance process, concrete spray maintenance by the concrete that above-mentioned design obtains Method due to above-mentioned pier shaft concrete sprinkling curing system 1, can realize concrete curing process engineering, Standardization and automation, reducing human factor influences, and improves concrete curing quality, extends concrete service life.Meanwhile Pier shaft concrete sprinkling curing system 1 comprising water supply mechanism 2, the time relay 3, screw thread steel bracket 4, spray assemblies 5 and Pier body 6;Since spray assemblies 5 include pier top spray piping 10 and multiple nozzles 11, pier top spray piping 10 is annularly installed On pier body 6, water-supply-pipe 9 is connect with pier top spray piping 10, and multiple nozzles 11 are mounted on pier top spray piping evenly and at intervals On 10, therefore, when starting high-lift pump 8, the water in water storage box 7 can be transported to each position by water-supply-pipe 9 In the spray piping at place, and then comprehensive spray being carried out to pier body 6 and is conserved so that the service life is longer for 6 concrete of pier body, Improve the maintenance quality of 6 concrete of pier body.Simultaneously as the time relay 3 is electrically connected with spray assemblies 5, the time relay 3 Being turned on and off for spray assemblies 5 can be controlled;Therefore, the reservoir storage of water storage box 7 can ensure after continuously spraying operating condition, The time interval of setting time relay 3 and duration simultaneously start spray system power supply, and spray system will enter work at this time Make state;After relay reaches specified spray time, the switch of high-lift pump 8 is connected, high-lift pump 8 is from water storage box It draws water and is sent to water-supply-pipe 9 in 7, water-supply-pipe 9 connects pier top spray piping 10 and pier shaft spray piping 12, spray piping and pier shaft The geotextiles 13 that spray piping 12 wraps up pier top carry out spray watering, by the geotextiles 13 of moistening through flow by gravity by water curtain It is uniformly transmitted on the pier shaft concrete surface that need to be conserved, after water spraying time reaches the scheduled time, the time relay 3 closes water Switch pump stops water spray;Therefore, which may be implemented concrete curing process engineering, rule Generalized and automation, reducing human factor influences, and improves concrete curing quality, extends concrete service life.
The foregoing is merely the preferred embodiment of the present invention, are not intended to restrict the invention, for this field For technical staff, the invention may be variously modified and varied.All within the spirits and principles of the present invention, any made by Modification, equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (10)

1. a kind of pier shaft concrete sprinkling curing system, which is characterized in that the pier shaft concrete sprinkling curing system includes supplying Water dispenser structure, the time relay, screw thread steel bracket, spray assemblies and pier body;
The screw thread steel bracket is mounted on the pier body, and the spray assemblies are mounted on the screw thread steel bracket, the confession Water dispenser structure is connect with the spray assemblies;
The time relay is electrically connected with the spray assemblies, and the time relay can control opening for the spray assemblies It opens or closes.
2. pier shaft concrete sprinkling curing system according to claim 1, which is characterized in that the water supply mechanism includes storing Water tank, high-lift pump and water-supply-pipe, the water storage box are connect with the high-lift pump, the high-lift pump with it is described Water-supply-pipe connects, and the water-supply-pipe is connect with the spray assemblies.
3. pier shaft concrete sprinkling curing system according to claim 2, which is characterized in that the spray assemblies include pier Spray piping and multiple nozzles are pushed up, the pier top spray piping is annularly mounted on the pier body, the water-supply-pipe and institute The connection of pier top spray piping is stated, multiple nozzles are mounted on the pier top spray piping evenly and at intervals.
4. pier shaft concrete sprinkling curing system according to claim 3, which is characterized in that the spray assemblies include pier Body spray piping, the pier shaft spray piping are annularly mounted on the pier body, the pier shaft spray piping and the pier Push up spray piping connection.
5. pier shaft concrete sprinkling curing system according to claim 1, which is characterized in that the pier body is close to the spray It is enclosed with geotextiles at leaching component, the pier body at the spray assemblies far from being enclosed with plastic film.
6. pier shaft concrete sprinkling curing system according to claim 1, which is characterized in that the two of the screw thread steel bracket End is both provided with screw-thread steel fixture, and the screw thread steel bracket is fixedly connected by the screw-thread steel fixture with the pier body.
7. pier shaft concrete sprinkling curing system according to claim 2, which is characterized in that the height of the high-lift pump Degree is at least higher 5m than the height of the pier body.
8. pier shaft concrete sprinkling curing system according to claim 5, which is characterized in that the geotextiles thickness is 2mm, length 30cm.
9. pier shaft concrete sprinkling curing system according to claim 2, which is characterized in that the water-supply-pipe includes PVC Pipe, the water delivery tube thickness are 2cm.
10. a kind of concrete sprays maintenance process, the concrete spray maintenance process includes described in claim any one of 1-9 Pier shaft concrete sprinkling curing system, which is characterized in that including step:
Step 1 carries out preparation of construction;
Step 2 will wrap up geotextiles on the pier body, will superscribe plastic film on the pier shaft of the pier body;
The water supply mechanism, the screw thread steel bracket and the spray assemblies are separately mounted on the pier body by step 3;
Step 4 installs the time relay, and parameter setting is carried out to the time relay;
Step 5 starts the water supply mechanism, and circulated sprinkling is carried out to the pier body.
CN201810262832.9A 2018-03-27 2018-03-27 A kind of pier shaft concrete sprinkling curing system and concrete spray maintenance process Pending CN108316154A (en)

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Application Number Priority Date Filing Date Title
CN201810262832.9A CN108316154A (en) 2018-03-27 2018-03-27 A kind of pier shaft concrete sprinkling curing system and concrete spray maintenance process

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Application Number Priority Date Filing Date Title
CN201810262832.9A CN108316154A (en) 2018-03-27 2018-03-27 A kind of pier shaft concrete sprinkling curing system and concrete spray maintenance process

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CN108316154A true CN108316154A (en) 2018-07-24

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999094A (en) * 2018-10-17 2018-12-14 中铁六局集团广州工程有限公司 Bridge pier conservation layer and bridge pier pier shaft insured's cloth conserve engineering method
CN110984599A (en) * 2019-10-25 2020-04-10 陈大军 Concrete spraying and curing method
CN112112083A (en) * 2020-09-23 2020-12-22 江苏港通路桥集团有限公司 Pier shaft intelligence curing means
CN112301893A (en) * 2020-10-14 2021-02-02 中铁一局集团天津建设工程有限公司 Automatic spraying maintenance system for high-speed rail pier column
CN114197309A (en) * 2021-10-11 2022-03-18 中国一冶集团有限公司 Vase-shaped pier stud spraying and maintaining device
CN115093246A (en) * 2022-07-22 2022-09-23 中铁六局集团呼和浩特铁路建设有限公司 High mound sprays maintenance control system and drenches and spouts device thereof

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CN205907608U (en) * 2016-07-29 2017-01-25 中铁三局集团有限公司 High mound concrete automatic spray maintenance system of bridge
CN206941416U (en) * 2017-07-19 2018-01-30 中铁十二局集团有限公司 A kind of road and bridge high pier automatic concrete spraying curing system

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108999094A (en) * 2018-10-17 2018-12-14 中铁六局集团广州工程有限公司 Bridge pier conservation layer and bridge pier pier shaft insured's cloth conserve engineering method
CN110984599A (en) * 2019-10-25 2020-04-10 陈大军 Concrete spraying and curing method
CN112112083A (en) * 2020-09-23 2020-12-22 江苏港通路桥集团有限公司 Pier shaft intelligence curing means
CN112112083B (en) * 2020-09-23 2022-02-11 江苏港通路桥集团有限公司 Pier shaft intelligence curing means
CN112301893A (en) * 2020-10-14 2021-02-02 中铁一局集团天津建设工程有限公司 Automatic spraying maintenance system for high-speed rail pier column
CN114197309A (en) * 2021-10-11 2022-03-18 中国一冶集团有限公司 Vase-shaped pier stud spraying and maintaining device
CN115093246A (en) * 2022-07-22 2022-09-23 中铁六局集团呼和浩特铁路建设有限公司 High mound sprays maintenance control system and drenches and spouts device thereof

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Application publication date: 20180724

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