CN110397281A - Construction matrix form concrete placing installation and its method - Google Patents
Construction matrix form concrete placing installation and its method Download PDFInfo
- Publication number
- CN110397281A CN110397281A CN201910548177.8A CN201910548177A CN110397281A CN 110397281 A CN110397281 A CN 110397281A CN 201910548177 A CN201910548177 A CN 201910548177A CN 110397281 A CN110397281 A CN 110397281A
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- support rod
- concrete
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- matrix form
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 239000011159 matrix material Substances 0.000 title claims abstract description 19
- 238000009434 installation Methods 0.000 title claims abstract description 15
- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000005540 biological transmission Effects 0.000 claims abstract description 15
- 239000004744 fabric Substances 0.000 claims abstract description 8
- 238000009826 distribution Methods 0.000 claims abstract description 5
- 238000011065 in-situ storage Methods 0.000 claims abstract description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 24
- 238000005266 casting Methods 0.000 claims description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 claims description 9
- 239000010959 steel Substances 0.000 claims description 9
- 239000000945 filler Substances 0.000 claims description 6
- 238000012423 maintenance Methods 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000004804 winding Methods 0.000 claims description 5
- 239000002985 plastic film Substances 0.000 claims description 3
- 229920006255 plastic film Polymers 0.000 claims description 3
- 230000009514 concussion Effects 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000013589 supplement Substances 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 235000012255 calcium oxide Nutrition 0.000 description 1
- 239000000292 calcium oxide Substances 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000006071 cream Substances 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000011268 mixed slurry Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/24—Implements for finishing work on buildings for laying flooring of masses made in situ, e.g. smoothing tools
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/04—Devices for both conveying and distributing
- E04G21/0418—Devices for both conveying and distributing with distribution hose
- E04G21/0436—Devices for both conveying and distributing with distribution hose on a mobile support, e.g. truck
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/06—Solidifying concrete, e.g. by application of vacuum before hardening
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/246—Safety or protective measures preventing damage to building parts or finishing work during construction specially adapted for curing concrete in situ, e.g. by covering it with protective sheets
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of construction matrix form concrete placing installation, is related to technical field of building construction, especially belongs to a kind of special equipment and its method for construction large-area matrix formula concreting.Including conveying hard tube and conveying hose, it is characterized by: the junction of the conveying hard tube and conveying hose is fixed with the X of vertical distribution to support rod and Y-direction support rod, and the X is respectively connected with leading block to the end of support rod and Y-direction support rod, the end outer wall of the conveying hose is fixed with drawing set, the drawing puts on fixation, and there are two pulling ropes, and two pulling ropes bypass the X to support rod respectively, the leading block of Y-direction support boom end and the input terminal for being connected to wrap-up fixed on the conveying hard tube, the picture transmission device for being used for transmission cast in situs picture is further fixed on the conveying hard tube.Therefore, artificial intervention can be reduced, its degree of automation is increased, cloth is uniform, the high good effect of operating efficiency.
Description
Technical field
The present invention relates to technical field of building construction, especially belong to a kind of for construction large-area matrix formula coagulation
The special equipment and its method that soil pours.
Background technique
Casting aerated concrete machine is the capital equipment of air entrained concrete production, is mainly used for injecting tank according to a certain ratio
Slurry, cement, quick lime, gypsum and the aluminium powder cream suspension of body are stirred, and are allowed to uniformly mix, and are sufficiently reacted, and in time
Mixed slurry is injected in framed, three section of Mobile concrete cloth machine Z-shaped folds 360 ° of arm revolutions, and energy pitching and exhibition are sold off
Width, in cantilever crane length range realize three-dimensional space comprehensive casting, no casting dead angle, can conveniently realize wall,
The concrete of the various construction operations such as pipe, column, stake is poured；Inner climbing type concrete spreader is the cloth of skyscraper concrete construction
Expect equipment.
What the end of the placing installation of the prior art used is all that flexible pipe is made, in actual casting process by
Lead to the angle for being not easily controlled flexible pipe in the inertia of wind-force or displacement, is generally used the mode manually pulled, still
Its risk is high, and especially when high-rise edge pours, the requirement to worker's experience and courage is high.
Summary of the invention
The purpose of the present invention is to provide a kind of construction matrix form concrete placing installation and its methods, reach matrix
Uniform, the high-efficient purpose of formula automatic pouring, cloth.
Construction matrix form concrete placing installation provided by the present invention, including conveying hard tube and conveying hose, institute
The junction for stating conveying hard tube and conveying hose is fixed with the X of vertical distribution to support rod and Y-direction support rod, and the X is to branch
The end of strut and Y-direction support rod is respectively connected with leading block, and the end outer wall of the conveying hose is fixed with drawing set, described
Drawing puts on fixation, and there are two pulling ropes, and two pulling ropes bypass the X to support rod, Y-direction support boom end respectively
Leading block and be connected on the conveying hard tube input terminal of fixed wrap-up, be further fixed on the conveying hard tube
It is used for transmission the picture transmission device of cast in situs picture.
Preferably, the X to the length of support rod and Y-direction support rod be 0.7 times of the conveying hose length.
Preferably, the wrap-up includes X to winder and Y-direction winder, the X to winder in receiving/releasing around
Cross the pulling rope of the X on support rod, the Y-direction winder is in receiving/releasing around described on the Y-direction support rod
Pulling rope.
Preferably, the leading block includes mounting base, shaft, U-shaped turning rolls and idler wheel, the U-shaped turning rolls and institute
State hinged by the shaft between mounting base, the idler wheel is rotatably connected on the inner wall of the U-shaped turning rolls.
Preferably, there are two gag lever posts for the open end fixation of the U-shaped turning rolls.
Preferably, the recessed portion for limiting to the pulling rope is offered on the inside of the idler wheel, the recessed portion
Depth is greater than the diameter of the pulling rope.
Preferably, the wrap-up and picture transmission device are connect with vehicle-mounted computer signal.
The application method of construction matrix form concrete placing installation provided by the present invention, which is characterized in that including
Following steps: netting, filler, vibrate, troweling and maintenance；
S1, netting: being bent into the annular frame that diameter is 1.5 meters for reinforcing bar one first, then that vertical reinforcing bar two is equidistant
It is vertically welded in the outside of annular frame, the distance between two neighbouring annular frames are 1 meter, two vertical reinforcing bars two
The distance between be 15 centimetres, then by vertical three oblique weld of reinforcing bar in the outside of annular frame, and reinforcing bar three is welded on
Between two adjacent reinforcing bars one, and the reinforcing bar two that the both ends of reinforcing bar three are respectively 30 centimetres with two spacing is connect
S2, filler: the casting area of outer concrete and interior layer concrete is divided in the steel reinforcement cage bound, and passes through picture
Face transmitting device (9) observation and marked region boundary line；
S3, on the basis of S2 step, the steel reinforcement cage top lay "the" shape multiple equilibrium cloth digital control system；
S4, on the basis of S3 step, first layer outer concrete is poured with first layer height in the steel reinforcement cage, by clockwise
Or sequence counterclockwise is high to the second layer by the move mode of "the" shape while pouring second layer outer concrete and first
Layer concrete in layer；
S5, continue in that same order on the basis of S4 step high with the second layer while pouring the outer concrete and interior
Layer concrete is to preset height；
S6, interior layer concrete is poured on the basis of S5 step with the concordant outer concrete；
S7, vibrate: using concrete vibrator by inside concrete jolt ramming, vibration carries out in two times, fills first after finishing
Then secondary vibration supplements not firm part, then carrying out second of vibration；
S8, troweling: uniform troweling is carried out on the surface of concrete casting using finisher；
S9, maintenance: it after troweling operation in S8 step, is covered with plastic film, and spilt in time on the surface of concrete
Water curing.
Compared with prior art, the beneficial effects are mainly reflected as follows:
By setting the X there are two vertical distribution on conveying hard tube to support rod and Y-direction support rod, the end of conveying hose is equipped with
Drawing set with pulling rope, two pulling ropes can connect with wrap-up around leading block, therefore, be pulled by winding
The position of the i.e. controllable conveying hose end of rope, can control its X to support rod and Y-direction support bar group at rectangular area in
It is mobile, simultaneously because the effect of two pulling ropes, can prevent flexible pipe from being shaken by the elemental effect such as wind-force, significantly
Increase its stability, therefore, artificial intervention can be reduced, increase its degree of automation, cloth is uniform, and operating efficiency is high
Good effect.
Detailed description of the invention
Attached drawing part further discloses a specific embodiment of the invention, in which:
Fig. 1 is the structural diagram of the present invention；
Fig. 2 be the present invention in X to support rod and Y-direction support rod structural schematic diagram；
Fig. 3 is the structural schematic diagram of leading block in the present invention.
In figure: 1, conveying hard tube；2, conveying hose；3, X is to support rod；4, Y-direction support rod；5, drawing set；6, guiding is slided
Wheel；61, mounting base；62, shaft；63, U-shaped turning rolls；631, gag lever post；64, idler wheel；7, wrap-up；8, pulling rope；9, it draws
Face transmitting device.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1-3, the present invention the following technical schemes are provided: a kind of construction matrix form concrete pouring device and
The junction of its method, including conveying hard tube 1 and conveying hose 2, conveying hard tube 1 and conveying hose 2 is fixed with the X of vertical distribution
To support rod 3 and Y-direction support rod 4, and X is respectively connected with leading block 6 to the end of support rod 3 and Y-direction support rod 4, and conveying is soft
The end outer wall of pipe 2, which is fixed with, pulls set 5, pulls pulling rope 8 there are two fixing on set 5, and two pulling ropes 8 bypass X respectively
To support rod 3,4 end of Y-direction support rod leading block 6 and be connected on conveying hard tube 1 input of fixed wrap-up 7
It holds, is further fixed on the picture transmission device 9 for being used for transmission cast in situs picture on conveying hard tube 1.
In the present embodiment: equipment controls picture transmission device 9 and transmits live view to control room, and control room driver is logical
Cross 1 accurate movement of control conveying hard tube of the picture control equipment of the feedback of transmitting device 9；Equipment control conveying hard tube 1 is moved to
To casting position, make to fall in casting area in the rectangular area that X encircles a city to support rod 3 and Y-direction support rod 4；When pouring, lead to
8 folding and unfolding of pulling rope that control wrap-up 7 makes X on support rod 3 is crossed, translates up the end of conveying hose 2 in X；When X to
After the completion of upper casting area, control wrap-up 7 makes 8 folding and unfolding of pulling rope on Y-direction support rod 4, pours position at Y-direction mobile one
After shifting, make pulling rope 8 folding and unfolding of the X on support rod 3 again, translate up the end of conveying hose 2 in X, realizes that conveying is soft
Pipe 2 moves in the rectangular area that Y-direction support rod 4 and X encircle a city to support rod 3, completes to pour.
Specifically, X to the length of support rod 3 and Y-direction support rod 4 be 0.7 times of 2 length of conveying hose；Make conveying hose 2
Diagonal position of the X to 4 intersection point of support rod 3 and Y-direction support rod can be reached, expansion pours range.
Specifically, wrap-up 7 includes X to winder and Y-direction winder, X bypasses X to branch in receiving/releasing to winder
Pulling rope 8 on strut 3, Y-direction winder is in receiving/releasing around the pulling rope 8 on Y-direction support rod 4；When X winds X to winder
Pulling rope 8 on support rod 3,2 tension of conveying hose is mobile towards X to 3 direction of support rod, when Y-direction winder winds Y-direction branch
Pulling rope 8 on strut 4,2 tension of conveying hose is mobile towards 4 direction of Y-direction support rod, when two pulling ropes 8 simultaneously by X to
When winder and Y-direction winder are wound, conveying hose 2 is to move in the region that X is formed to support rod 3 and Y-direction support rod 4
It is dynamic.
Specifically, leading block 6 include mounting base 61, shaft 62, U-shaped turning rolls 63 and idler wheel 64, U-shaped turning rolls 63 with
Hinged by shaft 62 between mounting base 61, idler wheel 64 is rotatably connected on the inner wall of U-shaped turning rolls 63, and mounting base 61 is fixed on X
To the end of support rod 3, Y-direction support rod 4；Because conveying hose 2 is not only mobile to support rod 3 or Y-direction support rod 4 in X,
It, can be adaptive directed by the rotation of U-shaped turning rolls 63 and mounting base 61 when deviating.
Specifically, the open end of U-shaped turning rolls 63 is fixed, there are two gag lever posts 631；The inside of idler wheel 64, which offers, to be used for
To the recessed portion that pulling rope 8 limits, the depth of recessed portion is greater than the diameter of pulling rope 8, increases pulling rope 8 and slides on idler wheel 64
Stability.
Specifically, wrap-up 7 and picture transmission device 9 are connect with vehicle-mounted computer signal；Facilitate driver to scene
It pours and is controlled.
A kind of construction concreting method is set using a kind of above-mentioned construction matrix form concreting
It is standby, comprising the following steps: netting, filler, concussion, water logging, troweling and maintenance；
S1, netting: being bent into the annular frame that diameter is 1.5 meters for reinforcing bar one first, then that vertical reinforcing bar two is equidistant
It is vertically welded in the outside of annular frame, the distance between two neighbouring annular frames are 1 meter, two vertical reinforcing bars two
The distance between be 15 centimetres, then by vertical three oblique weld of reinforcing bar in the outside of annular frame, and reinforcing bar three is welded on
Between two adjacent reinforcing bars one, and the reinforcing bar two that the both ends of reinforcing bar three are respectively 30 centimetres with two spacing is connect
S2, filler: the casting area of outer concrete and interior layer concrete is divided in the steel reinforcement cage bound, and passes through picture
Face transmitting device (9) observation and marked region boundary line；
S3, on the basis of S2 step, the steel reinforcement cage top lay "the" shape multiple equilibrium cloth digital control system；
S4, on the basis of S3 step, first layer outer concrete is poured with first layer height in the steel reinforcement cage, by clockwise
Or sequence counterclockwise is high to the second layer by the move mode of "the" shape while pouring second layer outer concrete and first
Layer concrete in layer；
S5, continue in that same order on the basis of S4 step high with the second layer while pouring the outer concrete and interior
Layer concrete is to preset height；
S6, interior layer concrete is poured on the basis of S5 step with the concordant outer concrete；
S7, vibrate: using concrete vibrator by inside concrete jolt ramming, vibration carries out in two times, fills first after finishing
Then secondary vibration supplements not firm part, then carrying out second of vibration；
S8, troweling: uniform troweling is carried out on the surface of concrete casting using finisher；
S9, maintenance: it after troweling operation in S9 step, is covered with plastic film, and spilt in time on the surface of concrete
Water curing.
The working principle of the invention and process for using: casting material distributing machine conveys cement to conveying hose 2 by conveying hard tube 1
In, X forms a support frame to support rod 3 and Y-direction support rod 4, convenient for conveying hose 2 in X to support rod 3 and Y-direction support rod 4
It is moved in the region formed, and X is respectively connected with leading block 6 to the end of support rod 3 and Y-direction support rod 4, can be to leading
Drawstring 8 plays the role of guiding, and the end outer wall of conveying hose 2, which is fixed with, pulls set 5, pulls drawing there are two fixing on set 5
Rope 8, and two pulling ropes 8 respectively around X to support rod 3,4 end of Y-direction support rod leading block 6 and be connected to conveying hard tube
The input terminal of fixed wrap-up 7 on 1, when pulling rope 8 of the X to winder winding X on support rod 3,2 tension of conveying hose
Pulling rope 8 mobile towards X to 3 direction of support rod, on Y-direction winder winding Y-direction support rod 4,2 tension of conveying hose towards
4 direction of Y-direction support rod is mobile, when two pulling ropes 8 are wound by X to winder and Y-direction winder simultaneously, conveying hose 2
It is moved in the region that X is formed to support rod 3 and Y-direction support rod 4, is further fixed on and is used for transmission now on conveying hard tube 1
Field pours the picture transmission device 9 of picture, can treat the detection that casting area carries out picture by picture transmission device 9, mention
High pouring quality.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features.
All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention
Within protection scope.
Claims (8)
1. a kind of construction matrix form concrete placing installation, including conveying hard tube (1) and conveying hose (2), feature exists
In: the X that the junction of the conveying hard tube (1) and conveying hose (2) is fixed with vertical distribution is supported to support rod (3) and Y-direction
Bar (4), and the X is respectively connected with leading block (6) to the end of support rod (3) and Y-direction support rod (4), the conveying hose
(2) end outer wall is fixed with drawing and covers (5), and fixed on the drawing set (5) there are two pulling rope (8), and lead described in two
Drawstring (8) respectively around the X to support rod (3), Y-direction support rod (4) end leading block (6) and be connected to the conveying
The input terminal of fixed wrap-up (7) on hard tube (1) is further fixed on the conveying hard tube (1) and is used for transmission cast in situs
The picture transmission device (9) of picture.
2. a kind of construction matrix form concrete placing installation according to claim 1, it is characterised in that: the X to
The length of support rod (3) and Y-direction support rod (4) is 0.7 times of conveying hose (2) length.
3. a kind of construction matrix form concrete placing installation according to claim 1, it is characterised in that: the winding
Device (7) includes X to winder and Y-direction winder, and the X bypasses the X on support rod (3) in receiving/releasing to winder
The pulling rope (8), the Y-direction winder is in receiving/releasing around the pulling rope (8) on the Y-direction support rod (4).
4. a kind of construction matrix form concrete placing installation according to claim 1, it is characterised in that: the guiding
Pulley (6) includes mounting base (61), shaft (62), U-shaped turning rolls (63) and idler wheel (64), the U-shaped turning rolls (63) and institute
It states between mounting base (61) through the shaft (62) hingedly, the idler wheel (64) is rotatably connected on the U-shaped turning rolls (63)
Inner wall, the mounting base (61) is fixed on the X to the end of support rod (3), Y-direction support rod (4).
5. a kind of construction matrix form concrete placing installation according to claim 4, it is characterised in that: the U-shaped
The open end of turning rolls (63) is fixed, and there are two gag lever post (631).
6. a kind of construction matrix form concrete placing installation according to claim 4, it is characterised in that: the idler wheel
(64) recessed portion for limiting to the pulling rope (8) is offered on the inside of, the depth of the recessed portion is greater than the drawing
The diameter of rope (8).
7. a kind of construction matrix form concrete placing installation according to claim 1, it is characterised in that: the winding
Device (7) and picture transmission device (9) are connect with vehicle-mounted computer signal.
8. a kind of construction concreting method utilizes a kind of building described in any one according to claim 1 ~ 7
Construct matrix form concrete placing installation, which comprises the following steps: netting, filler, concussion, water logging, troweling and
Maintenance；
S1, netting: being bent into the annular frame that diameter is 1.5 meters for reinforcing bar one first, then that vertical reinforcing bar two is equidistant
It is vertically welded in the outside of annular frame, the distance between two neighbouring annular frames are 1 meter, two vertical reinforcing bars two
The distance between be 15 centimetres, then by vertical three oblique weld of reinforcing bar in the outside of annular frame, and reinforcing bar three is welded on
Between two adjacent reinforcing bars one, and the reinforcing bar two that the both ends of reinforcing bar three are respectively 30 centimetres with two spacing is connect；
S2, filler: the casting area of outer concrete and interior layer concrete is divided in the steel reinforcement cage bound, and passes through picture
Face transmitting device (9) observation and marked region boundary line；
S3, on the basis of S2 step, the steel reinforcement cage top lay "the" shape multiple equilibrium cloth digital control system；
S4, on the basis of S3 step, first layer outer concrete is poured with first layer height in the steel reinforcement cage, by clockwise
Or sequence counterclockwise is high to the second layer by the move mode of "the" shape while pouring second layer outer concrete and first
Layer concrete in layer；
S5, continue in that same order on the basis of S4 step high with the second layer while pouring the outer concrete and interior
Layer concrete is to preset height；
S6, interior layer concrete is poured on the basis of S5 step with the concordant outer concrete；
S7, vibrate: using concrete vibrator by inside concrete jolt ramming, vibration carries out in two times, fills first after finishing
It is secondary to vibrate, then not firm part is supplemented, is then vibrated for the second time；
S8, troweling: uniform troweling is carried out on the surface of concrete deposit using finisher；
S9, maintenance: it after troweling operation in S9 step, is covered with plastic film, and spilt in time on the surface of concrete
Water curing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910548177.8A CN110397281A (en) | 2019-06-24 | 2019-06-24 | Construction matrix form concrete placing installation and its method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910548177.8A CN110397281A (en) | 2019-06-24 | 2019-06-24 | Construction matrix form concrete placing installation and its method |
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Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19980085656A (en) * | 1997-05-27 | 1998-12-05 | 이석호 | Cement feeder |
| US20020015618A1 (en) * | 2000-07-31 | 2002-02-07 | Quenzi Philip J. | Concrete placing machine with hydraulic and concrete swivel |
| JP2002295018A (en) * | 2001-03-30 | 2002-10-09 | Penta Ocean Constr Co Ltd | Concrete placing method and device |
| CN103047481A (en) * | 2012-12-18 | 2013-04-17 | 中国核动力研究设计院 | Cable tray for pressurized water reactor top structure |
| KR20140029845A (en) * | 2012-08-30 | 2014-03-11 | 최재학 | Discharge from the pouring of the concrete position conversion easy pouring regulator |
| CN205046854U (en) * | 2015-09-29 | 2016-02-24 | 叶晟 | Drum formula concrete spreader |
| JP2017008573A (en) * | 2015-06-22 | 2017-01-12 | 植田基工株式会社 | Method for making foundation pile |
| CN206268668U (en) * | 2016-11-18 | 2017-06-20 | 沭阳尖峰科教设备有限公司 | A kind of ship unloaders multistage hydraulic telescopic pipes device |
| CN107060342A (en) * | 2017-05-17 | 2017-08-18 | 合肥益企学科技有限公司 | A kind of secure localization adjusting apparatus for concreting car flexible pipe |
| CN107364743A (en) * | 2017-08-25 | 2017-11-21 | 金华申宇环保设备有限公司 | A kind of dust arrester on cement loading siding |
| CN108442706A (en) * | 2018-03-16 | 2018-08-24 | 李晓 | Concrete distributing device |
| AT520543B1 (en) * | 2018-01-23 | 2019-05-15 | Schwing Gmbh F | Large manipulator with end hose holder |
| CN210483073U (en) * | 2019-06-24 | 2020-05-08 | 山东日建建设集团有限公司 | Construction matrix concrete placement equipment |
-
2019
- 2019-06-24 CN CN201910548177.8A patent/CN110397281A/en active Pending
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19980085656A (en) * | 1997-05-27 | 1998-12-05 | 이석호 | Cement feeder |
| US20020015618A1 (en) * | 2000-07-31 | 2002-02-07 | Quenzi Philip J. | Concrete placing machine with hydraulic and concrete swivel |
| JP2002295018A (en) * | 2001-03-30 | 2002-10-09 | Penta Ocean Constr Co Ltd | Concrete placing method and device |
| KR20140029845A (en) * | 2012-08-30 | 2014-03-11 | 최재학 | Discharge from the pouring of the concrete position conversion easy pouring regulator |
| CN103047481A (en) * | 2012-12-18 | 2013-04-17 | 中国核动力研究设计院 | Cable tray for pressurized water reactor top structure |
| JP2017008573A (en) * | 2015-06-22 | 2017-01-12 | 植田基工株式会社 | Method for making foundation pile |
| CN205046854U (en) * | 2015-09-29 | 2016-02-24 | 叶晟 | Drum formula concrete spreader |
| CN206268668U (en) * | 2016-11-18 | 2017-06-20 | 沭阳尖峰科教设备有限公司 | A kind of ship unloaders multistage hydraulic telescopic pipes device |
| CN107060342A (en) * | 2017-05-17 | 2017-08-18 | 合肥益企学科技有限公司 | A kind of secure localization adjusting apparatus for concreting car flexible pipe |
| CN107364743A (en) * | 2017-08-25 | 2017-11-21 | 金华申宇环保设备有限公司 | A kind of dust arrester on cement loading siding |
| AT520543B1 (en) * | 2018-01-23 | 2019-05-15 | Schwing Gmbh F | Large manipulator with end hose holder |
| CN108442706A (en) * | 2018-03-16 | 2018-08-24 | 李晓 | Concrete distributing device |
| CN210483073U (en) * | 2019-06-24 | 2020-05-08 | 山东日建建设集团有限公司 | Construction matrix concrete placement equipment |
Non-Patent Citations (1)
| Title |
|---|
| 钟盛;: "关于建筑工程施工中的混凝土浇筑技术分析", 建材与装饰, no. 34, 25 August 2017 (2017-08-25) * |
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