CN106142324A - A kind of precast concrete mechanized production system - Google Patents
A kind of precast concrete mechanized production system Download PDFInfo
- Publication number
- CN106142324A CN106142324A CN201510143825.3A CN201510143825A CN106142324A CN 106142324 A CN106142324 A CN 106142324A CN 201510143825 A CN201510143825 A CN 201510143825A CN 106142324 A CN106142324 A CN 106142324A
- Authority
- CN
- China
- Prior art keywords
- concrete
- production system
- assembling die
- mechanized production
- precast concrete
- 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
Links
Landscapes
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
Abstract
The present invention relates to automatic field, particularly to a kind of precast concrete mechanized production system, comprise the following steps: step S101, colligation steel essence cage；Step S102, organizes mould；Step S103, steel reinforcement cage is installed；Step S104, concreting；Step S105, concrete curing；Step S106, form removal.The advantage of the present invention is: automated production prefabricated components, and mould and production equipment are reusable after disposably putting into, and consumptive material is few, and human resources put into and relatively reduce.
Description
Technical field
The present invention relates to automatic field, particularly to a kind of precast concrete mechanized production system.
Background technology
Concrete exterior wall component must solve the problems such as heat insulation and face finish, so its production operation line is nearly all horizontally disposed.Produce necessary floor space and be as the size etc. of production capacity and goods and different, but required area generally corresponds to the half as much again with one day production component area of fixed template.During large-scale production, this mode of production needs sizable expense in terms of building and haulage equipment.A kind of method saving trucking expenses is exactly to produce by the principle of template continuous productive process.In order to save the expense of template, one piece of template uses more than once one day domestic demand, therefore special maintenance measure is taked in the curing kilns of must making a gift to someone of the template after concrete casting.And solution commonly used at present is that curing kilns are set on the ground, this just necessarily accounts for sizable production area.
Content of the invention
Invention provides a kind of precast concrete mechanized production system, the problem solving above-mentioned prefabricated components maintenance difficulty.
The present invention adopts the technical scheme that: a kind of precast concrete mechanized production system, comprises the following steps: step S101, colligation steel essence cage；Step S102, organizes mould；Step S103, steel reinforcement cage is installed；Step S104, concreting；Step S105, concrete curing；Step S106, form removal.
Described colligation steel essence cage, is completed the colligation of steel reinforcement cage by mechanical arm.
Described group of mould, the template scribbling release agent, is combined by hydraulic means, and passes through fixing device, fixed Combination mould.
Described steel reinforcement cage is installed, and previously prepared steel reinforcement cage, is lifted to assembling die by sky, and fixes position.
Described concreting, concrete uses self-compacting concrete, and the mode that pours is for from the bottom to top, utilize hydraulic means that concrete is pumped in assembling die from hopper, whether there is bubble formation by the glass surface observation of assembling die, if any bubble formation, bubble removing can be removed by tapping assembling die.
Described concrete curing, utilize assembling die to carry curing means and carry out maintenance, maintenance is quiet to stop period environment temperature should be kept to be not less than 5 DEG C, placing can heat up after terminating 4～6h and concrete final set, programming rate is not preferably greater than 10 DEG C/h, and concrete internal temperature is no more than 60 DEG C during constant temperature, and maximum must not exceed 65 DEG C, the thermostatic curing time should be determined by test according to the requirement of component demoulding strength, concrete mix situation and environmental condition etc., and cooling rate is not preferably greater than 10 DEG C/h.
Described form removal, utilizes hydraulic means to make assembling die separate, and the assembling die of separation to be cleared up in time, removes concrete remaining on plate face, brush oil, deposits, repair the template damaged.
The advantage of the present invention is: automated production prefabricated components, and mould and production equipment are reusable after disposably putting into, and consumptive material is few, and human resources put into and relatively reduce.
Brief description
Accompanying drawing is a kind of precast concrete mechanized production system flow chart.
Detailed description of the invention
It is described further below in conjunction with construction process figure.
As it can be seen, a kind of precast concrete mechanized production system, comprise the following steps: step S101, colligation steel essence cage, completed the colligation of steel reinforcement cage by mechanical arm.
Step S102, is organized mould, the template scribbling release agent, is combined by hydraulic means, and passes through fixing device, fixed Combination mould.
Step S103, steel reinforcement cage is installed, and previously prepared steel reinforcement cage, is lifted to assembling die by sky, and fixes position.
Step S104, concreting, concrete uses self-compacting concrete, the mode that pours is for from the bottom to top, utilize hydraulic means that concrete is pumped in assembling die from hopper, whether there is bubble formation by the glass surface observation of assembling die, if any bubble formation, bubble removing can be removed by tapping assembling die.
Step S105, concrete curing, utilize assembling die to carry curing means and carry out maintenance, maintenance is quiet to stop period environment temperature should be kept to be not less than 5 DEG C, placing can heat up after terminating 4～6h and concrete final set, programming rate is not preferably greater than 10 DEG C/h, during constant temperature, concrete internal temperature is no more than 60 DEG C, maximum must not exceed 65 DEG C, the thermostatic curing time should be determined by test according to the requirement of component demoulding strength, concrete mix situation and environmental condition etc., and cooling rate is not preferably greater than 10 DEG C/h.
Step S106, form removal, utilize hydraulic means to make assembling die separate, the assembling die of separation to be cleared up in time, removes concrete remaining on plate face, brush oil, deposits, repair the template damaged.
Claims (7)
1. a precast concrete mechanized production system, it is characterised in that: comprise the following steps, step S101, colligation steel essence cage；Step S102, organizes mould；Step S103, steel reinforcement cage is installed；Step S104, concreting；Step S105, concrete curing；Step S106, form removal.
2. a kind of precast concrete mechanized production system according to claim 1, it is characterised in that: described colligation steel essence cage, the colligation of steel reinforcement cage is completed by mechanical arm.
3. a kind of precast concrete mechanized production system according to claim 1, it is characterised in that: described group of mould, the template scribbling release agent, combined by hydraulic means, and pass through fixing device, fixed Combination mould.
4. a kind of precast concrete mechanized production system according to claim 1, it is characterised in that: described steel reinforcement cage is installed, and previously prepared steel reinforcement cage, by sky lifting to assembling die, and fixes position.
5. a kind of precast concrete mechanized production system according to claim 1, it is characterized in that: described concreting, concrete uses self-compacting concrete, the mode that pours is for from the bottom to top, utilize hydraulic means that concrete is pumped in assembling die from hopper, whether there is bubble formation by the glass surface observation of assembling die, if any bubble formation, bubble removing can be removed by tapping assembling die.
6. a kind of precast concrete mechanized production system according to claim 1, it is characterized in that: described concrete curing, utilize assembling die to carry curing means and carry out maintenance, maintenance is quiet to stop period environment temperature should be kept to be not less than 5 DEG C, placing can heat up after terminating 4～6h and concrete final set, programming rate is not preferably greater than 10 DEG C/h, during constant temperature, concrete internal temperature is no more than 60 DEG C, maximum must not exceed 65 DEG C, the thermostatic curing time should require according to component demoulding strength, concrete mix situation and environmental condition etc. are determined by test, cooling rate is not preferably greater than 10 DEG C/h.
7. a kind of precast concrete mechanized production system according to claim 1, it is characterized in that: described form removal, hydraulic means is utilized to make assembling die separate, the assembling die separating to be cleared up in time, remove concrete remaining on plate face, brush oil, deposits, and repairs the template damaged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510143825.3A CN106142324A (en) | 2015-03-31 | 2015-03-31 | A kind of precast concrete mechanized production system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510143825.3A CN106142324A (en) | 2015-03-31 | 2015-03-31 | A kind of precast concrete mechanized production system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106142324A true CN106142324A (en) | 2016-11-23 |
Family
ID=57339853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510143825.3A Pending CN106142324A (en) | 2015-03-31 | 2015-03-31 | A kind of precast concrete mechanized production system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106142324A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109795011A (en) * | 2019-02-14 | 2019-05-24 | 上海三一筑工建设有限公司 | A kind of concrete prefabricated element manufacture craft |
| CN110341035A (en) * | 2019-07-31 | 2019-10-18 | 山西城建建设工程有限公司 | A kind of full-automatic concrete prefabricated component continuous production processes |
| CN110480796A (en) * | 2019-09-04 | 2019-11-22 | 王文栋 | The forming method of concreting mold |
| CN111002451A (en) * | 2019-12-23 | 2020-04-14 | 东莞市中机建科实业有限公司 | Combined type three-dimensional curing kiln concrete member production line and use method thereof |
| CN111452208A (en) * | 2020-06-02 | 2020-07-28 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Section beam prefabricating assembly line adopting stub matching method |
| CN113001753A (en) * | 2021-03-10 | 2021-06-22 | 中铁二十局集团第六工程有限公司 | Intelligent box girder prefabricating method |
| CN116572381A (en) * | 2023-07-13 | 2023-08-11 | 四川公路桥梁建设集团有限公司 | Prefabricated concrete member production regulation and control system and method |
-
2015
- 2015-03-31 CN CN201510143825.3A patent/CN106142324A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109795011A (en) * | 2019-02-14 | 2019-05-24 | 上海三一筑工建设有限公司 | A kind of concrete prefabricated element manufacture craft |
| CN110341035A (en) * | 2019-07-31 | 2019-10-18 | 山西城建建设工程有限公司 | A kind of full-automatic concrete prefabricated component continuous production processes |
| CN110480796A (en) * | 2019-09-04 | 2019-11-22 | 王文栋 | The forming method of concreting mold |
| CN111002451A (en) * | 2019-12-23 | 2020-04-14 | 东莞市中机建科实业有限公司 | Combined type three-dimensional curing kiln concrete member production line and use method thereof |
| CN111452208A (en) * | 2020-06-02 | 2020-07-28 | 中交二航局第四工程有限公司安徽混凝土装配化构件分公司 | Section beam prefabricating assembly line adopting stub matching method |
| CN111452208B (en) * | 2020-06-02 | 2021-07-13 | 中交二航局第四工程有限公司 | Section beam prefabricating assembly line adopting stub matching method |
| CN113001753A (en) * | 2021-03-10 | 2021-06-22 | 中铁二十局集团第六工程有限公司 | Intelligent box girder prefabricating method |
| CN116572381A (en) * | 2023-07-13 | 2023-08-11 | 四川公路桥梁建设集团有限公司 | Prefabricated concrete member production regulation and control system and method |
| CN116572381B (en) * | 2023-07-13 | 2023-10-31 | 四川公路桥梁建设集团有限公司 | Prefabricated concrete member production regulation and control system and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106142324A (en) | A kind of precast concrete mechanized production system | |
| CN204418380U (en) | A kind of prefabricated component connector | |
| CN204249054U (en) | A kind of making mould of concrete prefabricated inspection shaft | |
| CN106808578B (en) | A kind of prefabricated piping lane of two-piece unit formula and method for prefabricating | |
| CN106087772B (en) | Sliding varus constructing device and method outside Bridge High-pier | |
| CN105464010A (en) | Concrete box culvert construction method and system based on automatic transportation | |
| CN102409858B (en) | Slip form construction device and method for single concrete pump in synchronous multi-bin number pouring | |
| CN105500510B (en) | Building element steam curing system | |
| CN108071124B (en) | Construction method of prefabricated assembly type subway station prefabricated part | |
| CN103128846B (en) | Automatic mechanical production line device of waste residue cement foam battens or building blocks | |
| CN102528925A (en) | Vertical vibrating pre-forming production process for large-diameter reinforced concrete drainage pipe | |
| CN203725741U (en) | Lead anode formwork pouring system | |
| CN105984037A (en) | Construction method for pouring concrete by combined mold | |
| CN101956372B (en) | Quick construction method for No. 0 section of prestressed concrete beam type bridge | |
| CN108181145A (en) | The prefabricated pre-embedded device of tunnel-liner and method in a kind of geomechanical model test | |
| CN204370700U (en) | Built-in pipe reinforcement lapping connection component | |
| CN203905326U (en) | Construction form for construction of roof exhaust pipe piers | |
| CN107268755A (en) | A kind of construction method of inlet for stom water | |
| CN105986623A (en) | Construction method for concrete embedded parts | |
| CN208416563U (en) | A kind of service sleeve and the plug-in conduit based on the service sleeve | |
| CN202124671U (en) | Device using plate-and-frame filter press for rack stripping line | |
| CN205934742U (en) | High mound of bridge is smooth enstrophe construction equipment outward | |
| CN206607766U (en) | It is capable of the precast stair of Fast Installation | |
| CN108951699A (en) | A kind of mobile internal model of the sectional type of pipe gallery and bracket and its application method | |
| CN103195232B (en) | Construction platform of elevator shaft and method for utilizing construction platform to construct elevator shaft |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161123 |