CN208441103U - A kind of underwater fine-stone concrete mix conveying integrated equipment - Google Patents

A kind of underwater fine-stone concrete mix conveying integrated equipment Download PDF

Info

Publication number
CN208441103U
CN208441103U CN201821017072.7U CN201821017072U CN208441103U CN 208441103 U CN208441103 U CN 208441103U CN 201821017072 U CN201821017072 U CN 201821017072U CN 208441103 U CN208441103 U CN 208441103U
Authority
CN
China
Prior art keywords
gas
concrete
distributing pipe
chamber
pipe
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.)
Active
Application number
CN201821017072.7U
Other languages
Chinese (zh)
Inventor
郭宝宗
刘现鹏
刘红彪
马永栋
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.)
Bernard (tianjin) Port Engineering Co Ltd
Tianjin Research Institute for Water Transport Engineering MOT
Original Assignee
Bernard (tianjin) Port Engineering Co Ltd
Tianjin Research Institute for Water Transport Engineering MOT
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 Bernard (tianjin) Port Engineering Co Ltd, Tianjin Research Institute for Water Transport Engineering MOT filed Critical Bernard (tianjin) Port Engineering Co Ltd
Priority to CN201821017072.7U priority Critical patent/CN208441103U/en
Application granted granted Critical
Publication of CN208441103U publication Critical patent/CN208441103U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The utility model discloses a kind of underwater fine-stone concrete mix conveying integrated equipment, including concrete mixer, the lower end of the concrete mixer is connected with the first concrete chamber and the second concrete chamber by solenoid valve, and first the lower end of concrete chamber be connected with the second conveying pipeline, the other end of second conveying pipeline is connected with the upper end of aggregate bin, and first the upper end of concrete chamber be connected with the second gas-distributing pipe and the 4th gas-distributing pipe, second gas-distributing pipe is connected far from one end of the first concrete chamber with land control panel, 4th gas-distributing pipe is connected far from one end of the first concrete chamber with underwater control disk, the lower end of the second concrete chamber is connected with the first conveying pipeline, the other end of first conveying pipeline is connected with the upper end of aggregate bin, in present apparatus use process, it can be to avoid fine-stone concrete due to causing to wash away in flow process there are water in conduit, cause concrete isolation that can not solidify.

Description

A kind of underwater fine-stone concrete mix conveying integrated equipment
Technical field
The utility model relates to underwater reinforced concrete structures to repair conveying equipment technical field, more particularly to a kind of underwater Fine-stone concrete mix conveying integrated equipment.
Background technique
Underwater portion component is caused since constructional deficiency either ship berthing etc. is hit for dock structure at present There is damaged, dew muscle in armored concrete, on the one hand this kind of component main function is support superstructure, after being on the other hand blocking Side's backfill material leakage, occurs that armored concrete is damaged, dew influential point of tendons causes the leakage of rear backfill material and steel bar corrosion to weaken, and causes Harbour rear, which collapses, or steel bar corrosion weakens structural strength reduces in the presence of risk is collapsed, and is can be found that by detection under water detection Then above-mentioned hidden danger can be removed a hidden danger by way of underwater cleaning, formwork, pouring non-dispersible underwater concrete again. But common casting concrete equipment volume is larger can not to be suitable for concrete placings in this kind of underwater small side's amount template, and it is common On the one hand biliquid or single fluid grouting equipment are poured since it is only used for simple grouting material, on the other hand since its equipment is transported There are pulse effects when row, even with addition flocculant mortar also due to this kind of pulse effects leads to mortar under water Isolation can not solidify.Common top stirring is poured using entering water after barreled, needs a large amount of manpower, large labor intensity, construction Quality not can guarantee.
In order to overcome the larger small side amount that is not available of existing concrete placing installation volume to pour and set using slip casting machine It is standby to lead to the deficiency that solidified regardless of scattered mortar segregation under water, while in order to reduce labor intensity, the utility model is directed to code Underwater casting pea gravel concreten when head concrete structure underwater portion repairing and reinforcement, is poured into mould for pea gravel concreten by conduit In plate.
Summary of the invention
Purpose of the utility model is to solve disadvantages existing in the prior art, and a kind of underwater fine-stone concrete proposed Mix conveying integrated equipment.
To achieve the goals above, the utility model adopts the technical scheme that
A kind of underwater fine-stone concrete mix conveying integrated equipment, including concrete mixer, the lower end of the concrete mixer pass through electricity Magnet valve is connected with the first concrete chamber and the second concrete chamber, and the lower end of the first concrete chamber is connected with the second conveying pipeline, the second conveying pipeline it is another One end is connected with the upper end of aggregate bin, and the upper end of the first concrete chamber is connected with the second gas-distributing pipe and the 4th gas-distributing pipe, and second point Tracheae is connected far from one end of the first concrete chamber with land control panel, the one end of the 4th gas-distributing pipe far from the first concrete chamber and underwater control Disk processed is connected, and the lower end of the second concrete chamber is connected with the first conveying pipeline, the other end of the first conveying pipeline and aggregate bin it is upper End is connected, and the upper end of the second concrete chamber is connected with the first gas-distributing pipe and the 5th gas-distributing pipe, and the first gas-distributing pipe is far from the second concrete chamber One end be connected with land control panel, the 5th gas-distributing pipe is connected far from one end of the second concrete chamber with underwater control disk, land Third gas-distributing pipe is connected between control panel and underwater control disk, and the upper end of land control panel is connected with the one of high-pressure air pipe End, the other end of high-pressure air pipe are connected with the outlet end of air compressor machine.
Preferably, the upper end of the first concrete chamber is connected with one end of high-pressure water pipe, the other end and water pump of high-pressure water pipe Outlet end be connected.
Preferably, the upper end of the second concrete chamber is connected with one end of high-pressure water pipe, the other end and water pump of high-pressure water pipe Outlet end be connected.
Preferably, the lower end of the aggregate bin is connected with sprue control valve.
Preferably, the high-pressure air pipe is connected with the first gas-distributing pipe, the second gas-distributing pipe and third far from one end of air compressor machine Gas-distributing pipe, and valve is separately installed on the first gas-distributing pipe, the second gas-distributing pipe and third gas-distributing pipe.
Preferably, connecting tube is connected between first gas-distributing pipe, the second gas-distributing pipe, and connecting tube is located at land control The inside of disk, and valve is installed in connecting tube.
Preferably, the third gas-distributing pipe is connected with the 4th gas-distributing pipe, the 5th gas-distributing pipe far from one end of land control panel And blow-down pipe, and valve is separately installed on the 4th gas-distributing pipe, the 5th gas-distributing pipe and blow-down pipe.
The beneficial effects of the utility model are:
1, in present apparatus use process, the conveying of pea gravel concreten mix is completed in a set of integrated equipment, avoids material Mix amount is excessive to be caused to waste.
2, the land occupation of present apparatus device miniaturization is few, avoids occupying excessive site influence production when operation, while can be more smart Really control fine-stone concrete enters template speed and dosage, and excess stock is avoided to waste.
It 3, can be to avoid fine-stone concrete due to causing to rush in flow process there are water in conduit in present apparatus use process It rinses, causes concrete isolation that can not solidify.
It 4, can be by the valve on land control panel interconnecting tube, by the first concrete chamber after the discharging of the first concrete chamber Internal high pressure gas is transported to the intracavitary portion of the second concrete, realizes the recycling to compressed gas, reduces the waste of energy, similarly The high pressure gas in the intracavitary portion of the second concrete can be recovered to the first concrete chamber carry out using.
Detailed description of the invention
Fig. 1 be the utility model proposes a kind of underwater fine-stone concrete mix conveying integrated equipment structural schematic diagram;
Fig. 2 be the utility model proposes land control panel structural schematic diagram;
Fig. 3 be the utility model proposes underwater control disk structural schematic diagram.
In figure: 1 concrete mixer, 2 water pumps, 3 solenoid valves, 4 air compressor machines, 5 first concrete chambers, 6 second concrete chambers, 7 high-pressure water pipes, 8 High-pressure air pipe, 9 land control panels, 10 first gas-distributing pipes, 11 second gas-distributing pipes, 12 third gas-distributing pipes, 13 underwater control disks, 14 Four gas-distributing pipes, 15 the 5th gas-distributing pipes, 16 blow-down pipes, 17 first conveying pipelines, 18 second conveying pipelines, 19 aggregate bins, 20 sprue controls Valve processed, 21 connecting tubes.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.
Referring to Fig.1-3, a kind of underwater fine-stone concrete mix conveying integrated equipment, including concrete mixer 1, the concrete mixer 1 Lower end the first concrete chamber 5 and the second concrete chamber 6 are connected with by solenoid valve 3, and the lower end of the first concrete chamber 5 is connected with the second conveying pipeline 18, the other end of the second conveying pipeline 18 is connected with the upper end of aggregate bin 19, and the upper end of the first concrete chamber 5 is connected with second point of gas Pipe 11 and the 4th gas-distributing pipe 14, the one end of the second gas-distributing pipe 11 far from the first concrete chamber 5 are connected with land control panel 9, and the 4th point Tracheae 14 is connected far from one end of the first concrete chamber 5 with underwater control disk 13, and it is defeated that the lower end of the second concrete chamber 6 is connected with first The other end of expects pipe 17, the first conveying pipeline 17 is connected with the upper end of aggregate bin 19, and the upper end of the second concrete chamber 6 is connected with first Gas-distributing pipe 10 and the 5th gas-distributing pipe 15, the one end of the first gas-distributing pipe 10 far from the second concrete chamber 6 are connected with land control panel 9, the Five gas-distributing pipes 15 are connected far from one end of the second concrete chamber 6 with underwater control disk 13, land control panel 9 and underwater control disk 13 it Between be connected with third gas-distributing pipe 12, and the upper end of land control panel 9 is connected with one end of high-pressure air pipe 8, high-pressure air pipe 8 it is another End is connected with the outlet end of air compressor machine 4, and the upper end of the first concrete chamber 5 is connected with one end of high-pressure water pipe 7, high-pressure water pipe 7 it is another One end is connected with the outlet end of water pump 2, and the upper end of the second concrete chamber 6 is connected with one end of high-pressure water pipe 7, high-pressure water pipe 7 it is another One end is connected with the outlet end of water pump 2, and the lower end of aggregate bin 19 is connected with sprue control valve 20, and high-pressure air pipe 8 is far from empty One end of press 4 is connected with the first gas-distributing pipe 10, the second gas-distributing pipe 11 and third gas-distributing pipe 12, and the first gas-distributing pipe 10, second It is separately installed with valve on gas-distributing pipe 11 and third gas-distributing pipe 12, is connected between the first gas-distributing pipe 10, the second gas-distributing pipe 11 Adapter tube 21, and connecting tube 21 is located at the inside of land control panel 9, and valve is equipped in connecting tube 21, third gas-distributing pipe 12 One end far from land control panel 9 is connected with the 4th gas-distributing pipe 14, the 5th gas-distributing pipe 15 and blow-down pipe 16, and the 4th gas-distributing pipe 14, valve is separately installed on the 5th gas-distributing pipe 15 and blow-down pipe 16.
In the present embodiment, after being under water connected and fixed sprue control valve 20 and template spare interface by diver, press Concrete mixer 1 is added material into according to microlith concrete ratio, starts concrete mixer 1, opens solenoid valve 3 makes after the completion of fine-stone concrete mix The fine-stone concrete that must be mixed flows into the first concrete chamber 5, is then shut off solenoid valve 3, starts air compressor machine 4, is started by land control panel 9 Second gas-distributing pipe 11 makes fine-stone concrete flow into aggregate bin by the second conveying pipeline 18 by gas pressure and fine-stone concrete gravity flow gravity 19, diver by the 4th gas-distributing pipe 14 and is adjusted by opening sprue valve 20 under water by underwater control disk 13 at this time Pressure in first concrete chamber 5 controls fine-stone concrete flow velocity, and when fine-stone concrete has poured fastly in the first concrete chamber 5, support staff waterborne will Fine-stone concrete through mixing injects the second concrete chamber 6, the valve on land 9 interconnecting tube 21 of control panel is opened, by the first concrete chamber 5 Internal high pressure gas is transported to inside the second concrete chamber 6, realizes the recycling of energy, the valve being then shut off in connecting tube 21, is led to It crosses land control panel 9 and starts the first gas-distributing pipe 10, so that the pressure inside the second concrete chamber 6 is in a suitable value, pass through gas Body pressure and fine-stone concrete gravity flow gravity make fine-stone concrete flow into aggregate bin 19 by the first conveying pipeline 17, and diver by controlling under water Disk 13 processed adjusts pressure in the second concrete chamber 6 by the 5th gas-distributing pipe 15, continues to pour in template, recycles above-mentioned two step Suddenly, blanking is recycled by two concrete chambers, after the completion of microlith concrete placings in template, diver is pre- from template by sprue control valve Start water pump 2 after staying interface to remove, by high-pressure water pipe 7 into the first concrete chamber 5 and the second concrete chamber 6 waterflood flush, by concrete chamber and Concrete cavities conduit pipe and aggregate pipe wash away completely, prevent bonding from solidifying.
The preferable specific embodiment of the above, only the utility model, but the protection scope of the utility model is not It is confined to this, anyone skilled in the art is within the technical scope disclosed by the utility model, practical according to this Novel technical solution and its utility model design are subject to equivalent substitution or change, should all cover the protection model in the utility model Within enclosing.

Claims (7)

1. a kind of underwater fine-stone concrete mix conveying integrated equipment, including concrete mixer (1), which is characterized in that the concrete mixer (1) lower end is connected with the first concrete chamber (5) and the second concrete chamber (6), and the lower end connection of the first concrete chamber (5) by solenoid valve (3) Have the second conveying pipeline (18), the other end of the second conveying pipeline (18) is connected with the upper end of aggregate bin (19), and the first concrete chamber (5) Upper end be connected with the second gas-distributing pipe (11) and the 4th gas-distributing pipe (14), the second gas-distributing pipe (11) far from the first concrete chamber (5) one End is connected with land control panel (9), the 4th gas-distributing pipe (14) one end and underwater control disk (13) phase far from the first concrete chamber (5) Connection, the lower end of the second concrete chamber (6) are connected with the first conveying pipeline (17), the other end and aggregate bin of the first conveying pipeline (17) (19) upper end is connected, and the upper end of the second concrete chamber (6) is connected with the first gas-distributing pipe (10) and the 5th gas-distributing pipe (15), and first Gas-distributing pipe (10) is connected far from one end of the second concrete chamber (6) with land control panel (9), and the 5th gas-distributing pipe (15) is far from the second concrete One end of chamber (6) is connected with underwater control disk (13), is connected with third between land control panel (9) and underwater control disk (13) Gas-distributing pipe (12), and the upper end of land control panel (9) is connected with one end of high-pressure air pipe (8), the other end of high-pressure air pipe (8) with The outlet end of air compressor machine (4) is connected.
2. a kind of underwater fine-stone concrete mix conveying integrated equipment according to claim 1, which is characterized in that first concrete The upper end of chamber (5) is connected with one end of high-pressure water pipe (7), and the other end of high-pressure water pipe (7) is connected with the outlet end of water pump (2) It connects.
3. a kind of underwater fine-stone concrete mix conveying integrated equipment according to claim 1, which is characterized in that second concrete The upper end of chamber (6) is connected with one end of high-pressure water pipe (7), and the other end of high-pressure water pipe (7) is connected with the outlet end of water pump (2) It connects.
4. a kind of underwater fine-stone concrete mix conveying integrated equipment according to claim 1, which is characterized in that the aggregate bin (19) lower end is connected with sprue control valve (20).
5. a kind of underwater fine-stone concrete mix conveying integrated equipment according to claim 1, which is characterized in that the high pressure gas Pipe (8) is connected with the first gas-distributing pipe (10), the second gas-distributing pipe (11) and third gas-distributing pipe (12) far from the one end of air compressor machine (4), And valve is separately installed on first gas-distributing pipe (10), the second gas-distributing pipe (11) and third gas-distributing pipe (12).
6. a kind of underwater fine-stone concrete mix conveying integrated equipment according to claim 1, which is characterized in that described first point It is connected between tracheae (10), the second gas-distributing pipe (11) connecting tube (21), and connecting tube (21) is located at the interior of land control panel (9) Side, and valve is installed in connecting tube (21).
7. a kind of underwater fine-stone concrete mix conveying integrated equipment according to claim 1, which is characterized in that the third point Tracheae (12) is connected with the 4th gas-distributing pipe (14), the 5th gas-distributing pipe (15) and blow-down pipe far from the one end of land control panel (9) (16), and on the 4th gas-distributing pipe (14), the 5th gas-distributing pipe (15) and blow-down pipe (16) it is separately installed with valve.
CN201821017072.7U 2018-06-29 2018-06-29 A kind of underwater fine-stone concrete mix conveying integrated equipment Active CN208441103U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821017072.7U CN208441103U (en) 2018-06-29 2018-06-29 A kind of underwater fine-stone concrete mix conveying integrated equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821017072.7U CN208441103U (en) 2018-06-29 2018-06-29 A kind of underwater fine-stone concrete mix conveying integrated equipment

Publications (1)

Publication Number Publication Date
CN208441103U true CN208441103U (en) 2019-01-29

Family

ID=65088060

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821017072.7U Active CN208441103U (en) 2018-06-29 2018-06-29 A kind of underwater fine-stone concrete mix conveying integrated equipment

Country Status (1)

Country Link
CN (1) CN208441103U (en)

Similar Documents

Publication Publication Date Title
CN104846810B (en) Self-circulating posterior grouting bored pile construction method
CN110439286A (en) A kind of liner is put more energy into joint steel pipe concrete column drag reduction jack-up construction method of weakening
CN201531019U (en) Energy-saving type split vacuum preloading jet device
CN105586998B (en) Suction formula takes out husky head
CN208441103U (en) A kind of underwater fine-stone concrete mix conveying integrated equipment
CN214614083U (en) Grouting assembly for repairing quality defects of karst geological cast-in-place pile
CN104805864B (en) The cementing Waterproof Construction Technique that closes of basement top-down method exterior wall tongue and groove and sealing
CN109750832A (en) A kind of construction method of constructional column concrete self-compaction
CN110056074A (en) Pin-connected panel sewage pumping station and its construction method
CN107185921A (en) A kind of shield machine grouting equipment pipeline cleaning system
CN202370529U (en) Tunnel face reinforced structure inside cabin of shield machine
CN208329633U (en) A kind of construction concrete conveyance tower crane hopper
CN110985052A (en) Self-compacting concrete pouring construction process method
CN108789838A (en) A kind of underwater fine-stone concrete mix conveying integrated equipment
CN106150097B (en) Novel structure column concrete pumping system
CN211752953U (en) Filtration equipment is used in concrete production
CN105821888A (en) Backfill method and device of shore-connecting zone
CN208201872U (en) A kind of improved simple self-made concrete elephant trunk
CN210315555U (en) Proportional mixer suitable for double-liquid single-system chemical grouting
CN206512720U (en) Wind sand rifle rushes hair device
CN106639152A (en) Concrete construction method for concrete-filled steel tubular columns of steel making workshop
CN207013399U (en) A kind of shield machine grouting equipment pipeline cleaning system
CN219753235U (en) Fluid supply device of high-pressure jet grouting pile
CN220080021U (en) Pulse pneumatic type bidirectional cement soil mixing pile forming device
CN219175242U (en) Concrete warehousing and pouring system suitable for long-distance small-hole-diameter box culvert

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant