CN107288347A - A kind of concrete placing installation and the concreting method using the equipment - Google Patents
A kind of concrete placing installation and the concreting method using the equipment Download PDFInfo
- Publication number
- CN107288347A CN107288347A CN201710467452.4A CN201710467452A CN107288347A CN 107288347 A CN107288347 A CN 107288347A CN 201710467452 A CN201710467452 A CN 201710467452A CN 107288347 A CN107288347 A CN 107288347A
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- CN
- China
- Prior art keywords
- transport portion
- poured
- face
- placing installation
- 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.)
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Classifications
-
- 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
-
- 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
- E04G21/0409—Devices for both conveying and distributing with conveyor belts
-
- 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
- E04G21/0427—Devices for both conveying and distributing with distribution hose on a static support, e.g. crane
Abstract
The present invention is on a kind of concrete placing installation and using the concreting method of the equipment.Wherein, a kind of concrete placing installation, including：Transport portion, the transport portion is located at the top in face to be poured during work, and cross over the two ends in the face to be poured, the transport portion includes feeding end and discharge end, concrete by one end in the transport portion feeding end, after conveying, the discharge end of the other end in the transport portion, then one end by the discharge end arrival face to be poured are reached；Support section, the support section is connected with the transport portion, and the support section is supported on the face to be poured or side so that the transport portion is in the top in the face to be poured.Technical scheme saves the time of pouring, and improves and pours efficiency.
Description
Technical field
The present invention relates to a kind of technical field of buildings, more particularly to a kind of concrete placing installation and the equipment is used
Concreting method.
Background technology
In concrete pouring construction, construction method relatively conventional at present is to jump storehouse formula concreting, this method pair
Reduce overlength, super thick, the crack effect of ultra-thin mass concrete notable.It is to utilize concrete during 5 to 10 days to jump storehouse method
Performance is not yet stablized and without " anti-with putting " the characteristic principle for easily coming out internal stresses release before thoroughly solidifying, first will building
Thing ground or large-area concrete plane mechanism are divided into several regions, according to " partition programming, spacer block construction, placement layer by layer, entirety
The principle construction of shaping ", its pattern pours one section as Chinese checkers every one section.Usual adjacent two sections of interval times are no less than 7
My god, to avoid the fierce temperature difference of concrete construction earlier part and desiccation, and thus without staying post-cast strip.
The mode of putting in storage for jumping storehouse method concreting typically uses the vehicle-mounted delivery pump of concrete.But for tunnel (road) bottom plate
Concrete pouring construction, due to being limited and cast-in-place quality requirement by space, it is impossible to put in storage using vehicle-mounted delivery pump, and uses conventional
Tank car (forklift, small handcart etc.) carries out when putting in storage of concrete, can only be poured from inside to outside along storehouse, i.e.,：Complete to pour in Shang Yicang
Build and meet after intensity, the pouring construction in next storehouse can be carried out.
It is obvious that this construction method progress is slow, it is difficult to ensure the construction period.
The content of the invention
In view of this, the present invention provides a kind of concrete placing installation and the concreting method using the equipment, main
Being of syllabus makes the light practicality of equipment, suitable for continuous construction, to improve concreting speed.
To reach above-mentioned purpose, present invention generally provides following technical scheme：
On the one hand, embodiments of the invention provide a kind of concrete placing installation, including：
Transport portion, the transport portion is located at the top in face to be poured during work, and crosses over the two of the face to be poured
End, the transport portion includes feeding end and discharge end, and concrete is passed through by the feeding end of one end in the transport portion
After conveying, the discharge end of the other end in the transport portion, then one end by the discharge end arrival face to be poured are reached；
Support section, the support section is connected with the transport portion, and the support section, which is supported on, described to be waited to pour
On face or side so that the transport portion is in the top in the face to be poured.
The object of the invention to solve the technical problems can be also applied to the following technical measures to achieve further.
Foregoing concrete placing installation, the support section is packaged type.
Foregoing concrete placing installation, the support section includes supporting leg and road wheel, the supporting leg and the conveying
Part is connected, and the road wheel is arranged on the supporting leg.
Foregoing concrete placing installation, the transport portion includes supply unit and transportation frame, the supply unit
Movement is arranged in the transportation frame；
The support section is connected with the transportation frame；
The feeding end and two ends of the discharge end respectively with the supply unit are corresponding.
Foregoing concrete placing installation, the supply unit includes conveyer belt.
Foregoing concrete placing installation, the transportation frame is provided with material scraping plate.
Foregoing concrete placing installation, the transport portion also include drive device, the drive device with it is described defeated
Unit is sent to connect, the drive device drives the supply unit movement.
Foregoing concrete placing installation, the length of the transport portion is：Single storehouse length × 2-2m.
On the other hand, embodiments of the invention provide a kind of concreting method, use above-mentioned concrete placing installation
Pour, including：The concrete placing installation is moved to the top in face to be poured, on the feeding end of the transport portion
Material, and discharge end is transported to by transport portion；
Shakeout and vibrate the concrete dropped down onto from discharge end on the face to be poured；
The concrete placing installation is moved to next place.
By above-mentioned technical proposal, a kind of concrete placing installation of the invention and the concreting method using the equipment
At least there are following advantages：
Technical scheme proposed by the present invention is by setting transport portion, the top in face to be poured when making its work, and
Across the two ends in the face to be poured, because the transport portion includes feeding end and discharge end, the feeding end and discharge end
The two ends of the transport portion are respectively at, therefore, concrete is by feeding end, after conveying, reach discharge end, then by discharging
End reaches the one end in the face to be poured, and realizes concrete and is transported to the other end from the one end in face to be poured.It is this can be with
Realize portable construction, it is flexible and convenient to use so that suitable for retroversion formula casting concrete, and without using common tank as prior art
Car waits the concrete in a storehouse to meet after intensity and just next storehouse is poured like that.The time thus is saved, improves and pours
Build efficiency.
In a further embodiment, the transport portion is supported by setting the support section of packaged type so that
Pouring for a section concrete is often completed, the concrete placing installation can be moved to carry out next section of concreting, is grasped
Make to get up simple and practical.
Described above is only the general introduction of technical solution of the present invention, in order to better understand the technological means of the present invention,
And can be practiced according to the content of specification, below with presently preferred embodiments of the present invention and coordinate accompanying drawing describe in detail as after.
Brief description of the drawings
Fig. 1 is a kind of structural representation for concrete placing installation that embodiments of the invention are provided；
Fig. 2 is a kind of a kind of vertical view of the specific implementation for concrete placing installation that embodiments of the invention are provided
Figure；
Fig. 3 is a kind of a kind of main view of the specific implementation for concrete placing installation that embodiments of the invention are provided
Figure.
Embodiment
Further to illustrate the present invention to reach the technological means and effect that predetermined goal of the invention is taken, below in conjunction with
Accompanying drawing and preferred embodiment, to embodiment, structure, feature and its effect according to the present patent application, are described in detail such as
Afterwards.In the following description, what different " embodiment " or " embodiment " referred to is not necessarily same embodiment.In addition, one or more
Special characteristic, structure or feature in individual embodiment can be combined by any suitable form.
Embodiments of the invention provide a kind of concrete placing installation, including：
Transport portion, the transport portion is located at the top in face to be poured during work, and crosses over the two of the face to be poured
End, the transport portion includes feeding end and discharge end, and concrete is passed through by the feeding end of one end in the transport portion
After conveying, the discharge end of the other end in the transport portion, then one end by the discharge end arrival face to be poured are reached；
Support section, the support section is connected with the transport portion, and the support section, which is supported on, described to be waited to pour
On face or side so that the transport portion is in the top in the face to be poured.
Poured as shown in figure 1, a kind of embodiments of the invention that one embodiment of the present of invention is proposed provide a kind of concrete
Build equipment, including transport portion 100 and support section 200.The transport portion 100 is placed in the upper of face to be poured during work
Side, and make it across the two ends in the face to be poured.Specific implementation is, the support section 200 and the transport portion
100 connections, the support section 200 is supported on the face to be poured or side so that the transport portion 100 is in described
The top in face to be poured.
The transport portion 100 includes feeding end 101 and discharge end 102, and the feeding end 101 and the discharge end
102 are respectively at the two ends of the transport portion 100.The two ends of the transport portion 100 can be with the face to be poured two
End is corresponded to respectively.So, concrete is by the feeding end 101 of one end in the transport portion 100, after conveying, reaches
The discharge end 102 of the other end in the transport portion 100, then reached by discharge end 102 and corresponding described wait to pour
The one end in face, realization is poured.Ensuing work includes shakeouing, vibrating, and its construction method can be with same as the prior art, can
To be accomplished manually or be completed by machinery.
Technical scheme proposed by the present invention is by setting transport portion, the top in face to be poured when making its work, and
Across the two ends in the face to be poured, because the transport portion includes feeding end and discharge end, the feeding end and discharge end
The two ends of the transport portion are respectively at, therefore, concrete is by feeding end, after conveying, reach discharge end, then by discharging
End reaches the one end in the face to be poured, and realizes concrete and is transported to the other end from the one end in face to be poured.It is this can be with
Realize portable construction, it is flexible and convenient to use so that suitable for retroversion formula casting concrete, and without using common tank as prior art
Car waits the concrete in a storehouse to meet after intensity and just next storehouse is poured like that.The time thus is saved, improves and pours
Build efficiency.
Further, the support section 200 can be packaged type.For example, the support section 200 can be by carrying out
Band is in the up realization movement of coming up of concreting rack, it would however also be possible to employ other manner is moved.By setting packaged type
Support section supports the transport portion so that often completes pouring for a section concrete, can move the concreting
Equipment carries out next section of concreting, operates simple and practical.
Further, a kind of specific move mode is that the support section 200 can include supporting leg 210 and road wheel
220, the supporting leg 210 is connected with the transport portion 100, and the road wheel 220 is arranged on the supporting leg 210.Row is set
The move mode for walking wheel is simple and convenient, easily realizes, and lightweight.If necessary, it can be laid on the walking surface of road wheel 220
Guide rail, such as plank, in order to walk.For example, using when even storehouse method carries out concreting, the transport portion can cross over two
Bin level, it is assumed here that first pour for the first storehouse 10, after-pouring for the second storehouse 20.In the present embodiment, to tunnel (road) bottom
Plate, which carries out concreting, needs retroversion formula to pour, and now, the first storehouse 10 is corresponding with discharge end 102, the second storehouse 20 and it is described on
Expect the correspondence of end 101, the first storehouse 10 poured first, as shown in Figure 1, Figure 2 and Figure 3.Two row's road wheels 220 can be set, wherein one
Arrange road wheel 220 to be on the steel grid in the second storehouse 20, and set close to the first storehouse 10, steel grid is located at ground base
On, another row's road wheel 220 is then on the base surface outside the second storehouse 20.In order to influence coagulation when preventing the first storehouse 10 from pouring
Soil laying, should not set road wheel 220 on the first storehouse, therefore the transport portion on the first storehouse 10 only sets supporting leg 210
It is supported.Meanwhile, in order to ensure the consistent of bearing height, the height adjustable of the supporting leg 210.It is specifically as follows, the branch
Leg 210 can be screw mandrel, by turning screw mandrel, make the adjustable length of the supporting leg 210, this method is very easy.Certainly
Other adjusting methods can be used, are not especially limited here.In addition, the supporting leg 210 may be arranged as bent shape, just
Supporting leg is packed up when without using support, such as when needing walking, packs up the supporting leg 210 without road wheel, in order to need to move
The walking of road wheel 220 when dynamic.
Further, the transport portion 100 can include supply unit 110 and transportation frame 120, wherein, it is described defeated
The movement of unit 110 is sent to be arranged in the transportation frame 120.The mobile drive of the supply unit 110 is added in from feeding end 101
The concrete of supply unit is moved to discharge end 102.The transportation frame 120 can jointly be welded by No. 10 and No. 14 channel-section steels
Into, for example, No. 14 channel-section steels that can be placed in parallel by two are as chassis body, then with No. 10 channel-section steels as horizontal horizontal bar,
It is connected between two chassis bodies, this rugged construction is durable, disclosure satisfy that the intensity needed for concrete delivery service.It is described
Support section 200 is connected with the transportation frame 120.The feeding end 101 and the discharge end 102 are single with the conveying respectively
The two ends correspondence of member 110.Feeding, can add hopper 114 at the feeding end 101 for convenience.As shown in Figure 3.The material
Bucket 114 can be fixed in transportation frame 120, can also be fixed on the supply unit 110.
Further, as shown in Figures 2 and 3, the supply unit 110 can include conveyer belt 111, now the hopper
114 can be fixed together with transportation frame 120, without being moved together with conveyer belt 111.As shown in Figures 2 and 3, it is described
The two ends of conveyer belt 111 are respectively wound around on roller 113, so as to which concrete is transported into the other end from one end.In conveying
Some rollers 112 can be set with 111 lower section, play a part of Auxiliary support conveyer belt and guiding.Certainly, the conveying is single
Member 110 is not limited to the form of conveyer belt, can also be chain-type Mobile Transmission etc..Chain convey when, can also will described in
Hopper 114 is fixed on chain, is allowed to move to reach discharge end 102 with chain, then backtracking is to feeding end 101.This
Art personnel can flexible design as needed, be not particularly limited here.
Further, when the supply unit 110 includes conveyer belt 111, it can be provided with and scrape in the transportation frame 120
Flitch 121, to the concrete on conveyer belt 111 can scrape off to keep predetermined thickness, makes concrete uniform transmission by.
Further, the transport portion 100 can also include drive device 130, the drive device 130 with it is described defeated
Unit 110 is sent to connect, the drive device 130 drives the supply unit 110 to move.The drive device 130 can be electricity
Dynamic roller.For example, one end of conveyer belt 111 shown in Fig. 2 and Fig. 3 is wound on roller 113, the other end is wound on motorized pulleys, electricity
Conveyer belt 111 described in dynamic drum driven is moved.
Further, the length of the transport portion is generally：Single storehouse length × 2-2m.Specifically, the embodiment of the present invention
In transport portion length be：10 × 2-2=18 meters.The length is suitable to the feelings when the concrete poured is 10 meters per storehouse length
Condition.Certainly, the length of the transport portion 100 might be less that or more than 18 meters, be determined according to the actual single storehouse length chosen.
Embodiments of the invention also provide a kind of method that concreting is carried out using above-mentioned concrete placing installation, bag
Include：The concrete placing installation, is moved to the top in face to be poured by the first step first, for example, rolled by road wheel
Move in place；
Second step, it is by the transmission of conveyer belt or chain etc., concrete is defeated to the feeding end feeding of the transport portion
It is sent to discharge end；
3rd step, concrete dropped down onto under discharge end it is to be poured build face, it is artificial or shakeout and vibrated concrete using machinery, make
It meets laying and required；
4th step, the mobile concrete placing installation is to next place, for example, when pouring tunnel (road) bottom plate, pouring
Then drawn back at complete one, the supporting leg without road wheel can be first packed up during retrogressing, after retreating in place, then by no road wheel
Supporting leg is put down, and plays Auxiliary support.
Specific steps of the one embodiment of the present of invention when pouring tunnel (road) underplate concrete are described below：First by two
Orlop plate (being 10m per storehouse length) reinforcing bar, model sheetinstallat are checked and accepted after finishing, artificial to promote concrete placing installation in place, will be propped up
Leg regulates height stand on the ground.Now, horizontal transport is carried out to position in storehouse using tank car, artificial blowing is opened in hopper
Dynamic power supply operation motor, belt conveyor carrying concrete material manually shakeouts in entering to put in storage, it is subsequent vibrate, maintenance operations main points
With conventional construction method.
It is proven, this concrete placing installation is adapted to pour over long distances, applies in the construction of tunnel underplate concrete
In, have the advantages that simple to operate, low manufacture cost, the amount of labour used be few, construction speed is fast and safe, while ensure that tunnel
Underplate concrete pouring quality.
The above described is only a preferred embodiment of the present invention, any formal limitation not is made to the present invention, according to
Any simple modification, equivalent variations and the modification made according to the technical spirit of the present invention to above example, still fall within this hair
In the range of bright technical scheme.
Claims (9)
1. a kind of concrete placing installation, it is characterised in that including：
Transport portion, the transport portion is located at the top in face to be poured during work, and crosses over the two ends in the face to be poured, institute
Stating transport portion includes feeding end and discharge end, and concrete is by the feeding end of one end in the transport portion, by conveying
Afterwards, the discharge end of the other end in the transport portion, then one end by the discharge end arrival face to be poured are reached；
Support section, the support section is connected with the transport portion, and the support section is supported on the face to be poured
Or side so that the transport portion is in the top in the face to be poured.
2. concrete placing installation according to claim 1, it is characterised in that
The support section is packaged type.
3. concrete placing installation according to claim 2, it is characterised in that the support section includes supporting leg and walking
Wheel, the supporting leg is connected with the transport portion, and the road wheel is arranged on the supporting leg.
4. the concrete placing installation according to any one of claim 1-3, it is characterised in that the delivery section subpackage
Supply unit and transportation frame are included, the supply unit movement is arranged in the transportation frame；
The support section is connected with the transportation frame；
The feeding end and two ends of the discharge end respectively with the supply unit are corresponding.
5. concrete placing installation according to claim 4, it is characterised in that the supply unit includes conveyer belt.
6. concrete placing installation according to claim 5, it is characterised in that the transportation frame is provided with material scraping plate.
7. concrete placing installation according to claim 4, it is characterised in that the transport portion also includes driving dress
Put, the drive device is connected with the supply unit, the drive device drives the supply unit movement.
8. concrete placing installation according to claim 1, it is characterised in that the length of the transport portion is：Dan Cang
Length × 2-2m.
9. a kind of concreting method, is poured using above-mentioned concrete placing installation, it is characterised in that including：Will be described mixed
Solidifying soil placing installation is moved to the top in face to be poured, to the feeding end feeding of the transport portion, and defeated by transport portion
It is sent to discharge end；
Shakeout and vibrate the concrete dropped down onto from discharge end on the face to be poured；
The concrete placing installation is moved to next place.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710467452.4A CN107288347A (en) | 2017-06-20 | 2017-06-20 | A kind of concrete placing installation and the concreting method using the equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710467452.4A CN107288347A (en) | 2017-06-20 | 2017-06-20 | A kind of concrete placing installation and the concreting method using the equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107288347A true CN107288347A (en) | 2017-10-24 |
Family
ID=60097382
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710467452.4A Pending CN107288347A (en) | 2017-06-20 | 2017-06-20 | A kind of concrete placing installation and the concreting method using the equipment |
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| Country | Link |
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| CN (1) | CN107288347A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110273350A (en) * | 2019-06-18 | 2019-09-24 | 中国电建集团华东勘测设计研究院有限公司 | A kind of machine spreading device of horizontal drowned flow artificial wet land filler |
| CN110625785A (en) * | 2019-10-28 | 2019-12-31 | 郑州工程技术学院 | Concrete pouring device |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060101955A (en) * | 2005-03-22 | 2006-09-27 | 유광철 | A concrete distributor apparatus |
| CN204530499U (en) * | 2015-03-26 | 2015-08-05 | 湖南省怀化公路桥梁建设总公司 | For the automatic travelling device of highway bridge prefabrication beam slab concrete distributing |
| CN205000977U (en) * | 2015-07-03 | 2016-01-27 | 张毅雷 | Open type overlength tunnel concrete placement device |
| CN205000978U (en) * | 2015-07-03 | 2016-01-27 | 张毅雷 | Open type overlength tunnel concrete placement device |
-
2017
- 2017-06-20 CN CN201710467452.4A patent/CN107288347A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060101955A (en) * | 2005-03-22 | 2006-09-27 | 유광철 | A concrete distributor apparatus |
| CN204530499U (en) * | 2015-03-26 | 2015-08-05 | 湖南省怀化公路桥梁建设总公司 | For the automatic travelling device of highway bridge prefabrication beam slab concrete distributing |
| CN205000977U (en) * | 2015-07-03 | 2016-01-27 | 张毅雷 | Open type overlength tunnel concrete placement device |
| CN205000978U (en) * | 2015-07-03 | 2016-01-27 | 张毅雷 | Open type overlength tunnel concrete placement device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110273350A (en) * | 2019-06-18 | 2019-09-24 | 中国电建集团华东勘测设计研究院有限公司 | A kind of machine spreading device of horizontal drowned flow artificial wet land filler |
| CN110625785A (en) * | 2019-10-28 | 2019-12-31 | 郑州工程技术学院 | Concrete pouring device |
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Application publication date: 20171024 |