CN206158194U - Concrete vibration system - Google Patents
Concrete vibration system Download PDFInfo
- Publication number
- CN206158194U CN206158194U CN201621225248.9U CN201621225248U CN206158194U CN 206158194 U CN206158194 U CN 206158194U CN 201621225248 U CN201621225248 U CN 201621225248U CN 206158194 U CN206158194 U CN 206158194U
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- guide rail
- traverse rod
- vibrating
- concrete
- rails
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Abstract
The utility model discloses a concrete vibration system, including the guide rail group that transversely locates the template upper end and rather than sliding fit vibration device, vibration device includes the second support, locates on the second support and with the sliding fit's of guide rail group second assembly pulley, locate on the second support and the cast in situ concrete that is used for the matched mould inboard carries out the structure of vibrating of vibrating. Above -mentioned concrete vibration system, can with pour device cooperation and use, have concurrently simultaneously and build and vibrate the process, along with watering along with vibrating, vibration device lies in a rear allocation of building the device, wait to pour the device and pour the back, it moves on the guide rail is organized to next local to build the device, vibration device then remove to the position department that has just pour that pours the device vibrates, adopt this kind of mode, it builds the back manual work to vibrate vibrating of appearing unreal to have solved among the prior art thin wall, easily play the honeycomb, the pitted skin, quality problems such as hole.
Description
Technical field
The utility model is related to a kind of concrete vibrating system.
Background technology
Thin wall concrete structure, due to its narrow space, there are problems that pouring and vibrates, applies in work progress
, easily there are the mass defects such as unreal, honeycomb, pitted skin, hole of vibrating in work difficult quality guarantee, as shown below.Traditional vibrates
All be to be carried out by the way of artificial, i.e., pour complete after recycle vibrating spear manually vibrated, this mode is extremely
Waste of manpower, increase the activity duration, reduce operating efficiency, it is impossible to carrying out with pouring with smashing.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is：A kind of structure letter is provided
Single practicality, the concrete vibrating system poured for thin-walled that can be moved along casting direction.
To solve above-mentioned technical problem, the technical scheme that the utility model is adopted is：A kind of concrete vibrating is provided
System, including laterally located at template upper end set of rails and with its tamping equipment that is slidably matched, the tamping equipment includes the
Two supports, the second pulley group being slidably matched in the second support and with set of rails, in second support and it is used for
The structure of vibrating that cast-in-place concrete in template is vibrated.
As optimization, the set of rails include an at least guide rail, the guide rail include two parallel upper traverse rods and lower traverse rod,
The connector that is vertically connected between upper traverse rod and lower traverse rod and on connector towards template one side and connect with template
The connecting pole for connecing.
Used as optimization, the first end of the upper traverse rod and lower traverse rod has a recess to the second extreme direction depression, it is described on
Second end of traverse rod and lower traverse rod is outwards convexly equipped with the convex portion matched with the recess shapes.
Used as optimization, the set of rails includes several many end to end guide rails, the first end of each guide rail it is recessed
The convex portion male-female engagement of portion and adjacent another guide rail, the convex portion at the second end of each guide rail is recessed with adjacent another guide rail
Portion coordinates.
Used as optimization, the connector is several connecting rods, and some connecting rods are evenly spaced along rail length direction
It is arranged between traverse rod and lower traverse rod, two connecting poles is respectively provided with each connecting rod.
Used as optimization, the connecting pole has internal thread, for be connected through the bolt thread of template, so as to by guide rail
It is detachably secured to the upper end lateral surface of template.
Used as optimization, the second support includes the second left frame being vertically arranged and the second left side frame, is laterally located at
The installation portion for installing structure of vibrating between second left frame and the second left side frame；The second pulley group includes four the
Two guide rail wheels, wherein at position of two second guide rail wheels on the second left frame corresponding to upper traverse rod and lower traverse rod, another two the
At position of two guide rail wheels in the second left side frame corresponding to upper traverse rod and lower traverse rod.
Used as optimization, the structure of vibrating includes the mounting bracket being installed on the installation portion and the mounting bracket
The component that vibrates of connection, the component that vibrates is including the motor fixing frame that vibrates, the motor that vibrates being mounted thereon, located at the electricity that vibrates
The vibrating spear of machine fixed mount lower end and it is connected to the shock absorber part vibrated between motor fixing frame and mounting bracket.
Used as optimization, mounting bracket includes the mounting post being installed on the installation portion, from being radially arranged in the peace
Level tune post and the fastener for fastening the Level tune post located at mounting post top on dress post；The level
The length direction of adjustable column is vertical with the length direction of the set of rails, and inner end and the shock absorber part of the Level tune post connect
Connect.
Used as optimization, the installation portion includes one laterally located at the installing plate at the second left frame and the top of the second left side frame
And it is laterally connected in the guide holder in the stage casing of the second left frame and the second left side frame；The upper end of the mounting seat is provided with energy
Enough gears rotated around Pivot Point Center, the rotational axis line of the gear is vertical with the length direction of the installing plate；Described
Offer respectively on installing plate and guide holder and be arranged in installing hole therein and pilot hole for mounting post, set in the mounting post
Be equipped with towards the one side of the gear and be provided with tooth bar, for the gear mesh, so as to adjust the height of mounting post.
Concrete vibrating system of the present utility model, can be independently operated, can also use cooperatively with device is poured, while
Have the operation that pours and vibrate concurrently, with pouring with vibrating, tamping equipment is located at the rear certain position for pouring device, and device to be poured is poured
After building, pour device and be moved to next place in set of rails, and tamping equipment is then moved to and pours just having poured for device
Vibrated at position, adopted in this way, solve manually vibrate after thin-walled is poured in prior art vibrating for appearance it is unreal,
Easily play the quality problems such as honeycomb, pitted skin, hole.Thin-walled is carried out using this concrete vibrating system to pour, substantially increase and apply
Work efficiency rate, reduces cost of labor.
Description of the drawings
Fig. 1 is the installation effect figure of the embodiment of the utility model concrete vibrating system one.
Fig. 2 is the structural representation of the utility model guide rail.
Fig. 3 is the schematic diagram of the utility model tamping equipment.
Specific embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment for being obtained, belongs to the scope of the utility model protection.
Refer to Fig. 1 to Fig. 3, concrete vibrating system of the present utility model, including laterally located at the guide rail of template upper end
Group 1 and with its tamping equipment 3 that is slidably matched.
With regard to set of rails 1：
The set of rails 1 includes some end to end guide rails, and each guide rail includes two parallel upper traverse rods 101 and lower horizontal stroke
Rail 102, the connector 103 being vertically connected between upper traverse rod 101 and lower traverse rod 102 and on connector 103 towards mould
The one side of plate and the connecting pole 106 being connected with template.The connector 103 be three connecting rods, its length direction along guide rail
It is evenly spaced to be arranged between traverse rod 101 and lower traverse rod 102.In the present embodiment, the connecting rod is vertical to be arranged at
Between traverse rod 101 and lower traverse rod 102, two connecting poles 106 towards template direction, the company are equipped with each connecting rod
Post 106 is connect with internal thread, for being connected with the bolt thread through template, so as to guide rail is detachably secured into template
Upper end lateral surface.
In other examples, the connecting pole 106 can also be detachably secured to template using modes such as clampings
Upper end lateral surface.The connecting rod can be arranged between upper traverse rod 101 and lower traverse rod 102, such as in every phase with inclined
It is arranged between upper traverse rod 101 and lower traverse rod 102 with reverse inclination direction between two adjacent connecting rods, per two adjacent connections
Bar is in similar to " eight ", " people " shape, for the space between upper traverse rod 101 and lower traverse rod 102 to be isolated the sub- abdomen of triangularity
Chamber, further enhances the intensity of guide rail.
The first end of the upper traverse rod 101 of each guide rail and lower traverse rod 102 is to the recess 104 of the second extreme direction depression, institute
The second end for stating traverse rod 101 and lower traverse rod 102 is outwards convexly equipped with convex portion 105 with the mating shapes of the recess 104, so as to
The first end for making each guide rail has recess 104, and the second end has the convex portion 105 for matching.It is each when many guide rails connect
The male-female engagement of convex portion 105 of the recess 104 of the first end of guide rail and adjacent another guide rail, the second end of each guide rail it is convex
Portion 105 coordinates with the recess 104 of adjacent another guide rail, is thusly-formed above-mentioned set of rails 1.
Above-mentioned set of rails 1, is attached by way of head and the tail male-female engagement, and the mode of concavo-convex mounting causes two to lead
The external diameter of rail junction is consistent with other parts, it is ensured that per seamlessly transitting between two adjacent guide rails, it is to avoid flow-guiding structure and
Tamping equipment 3 is stuck in junction, it is ensured that the mobile and operation of flow-guiding structure and tamping equipment 3.Using double track structure, enter one
Step ensures that flow-guiding structure and tamping equipment 3 are stable on guide rail, it is to avoid situations such as rollover.Strengthen guide rail using connecting rod
Intensity, connecting pole 106 is fixed on connector 103 towards template one side, while solving the problems, such as guide rails assembling, connecting pole
106 movements that will not stop flow-guiding structure and tamping equipment 3.
It should be understood that in other examples, the set of rails 1 can also can be made using existing any one
1 one-tenth of the set of rails that object slides along its length, such as chute, slide rail etc., are just no longer repeated one by one herein.
With regard to tamping equipment 3：
The tamping equipment 3 includes second support 30, is slidably matched in the second support 30 and with set of rails 1
Second pulley group 32, the structure 34 of vibrating in second support 30 and for being vibrated to the cast-in-place concrete in template.
The second support 30 includes the second left frame 301 for being vertically arranged and the second left side frame 302, laterally located at the
The installation portion for installing structure 34 of vibrating between two left frames 301 and the second left side frame 302.The second pulley group 32 is wrapped
Four the second guide rail wheels are included, wherein two second guide rail wheels correspond to upper traverse rod 101 and lower traverse rod on the second left frame 301
At 102 position, another two second guide rail wheels are in the second left side frame 302 corresponding to upper traverse rod 101 and the position of lower traverse rod 102
Place.
The shaking including mounting bracket and the mounting bracket connection being installed on the installation portion of structure 34 of vibrating
Component is smash, the component that vibrates is including the motor fixing frame 341 that vibrates, the motor 342 that vibrates being mounted thereon, located at the motor that vibrates
The vibrating spear 343 of the lower end of fixed mount 341 and it is connected to the shock absorber part 344 vibrated between motor fixing frame 341 and mounting bracket.
The vibrating spear 343 is fixedly attached to the lower end of fixed mount, also can screw thread be matched with the lower end of fixed mount.
The mounting bracket includes the mounting post 345 being installed on the installation portion, from being radially arranged in the installation
Level tune post 346 and the fastening for fastening the Level tune post 346 located at the top of mounting post 345 on post 345
Part 347.The length direction of the Level tune post 346 is vertical with the length direction of the set of rails 1, i.e. Level tune post 346
From being arranged in from outside to inside in the radial direction in mounting post 345, inner end and the shock absorber part of the Level tune post 346
344（This instantiation is damping spring）Connection.The spiral shell coaxial with mounting post 345 is offered on the top of the mounting post 345
Pit, the lower end of the screwed hole with connect for the hole that wears Level tune post 346, the fastener 347 include with it is described
Screwed hole screw thread coordinate external thread column, located at the regulation handle on the external thread column top.
In the present embodiment, on the Level tune post 346 the first rule is provided with（It is not shown）, for convenient work
Personal observations are vibrated the distance that component is moved inwards, contribute to the position that staff more accurately adjusts the component that vibrates.
In the present embodiment, the installation portion includes one laterally located at the second left frame 301 and the top of the second left side frame 302
Installing plate 303 and be laterally connected in the second left frame 301 and the second left side frame 302 stage casing guide holder 304.Described
The upper end of mounting seat is provided with the gear 305 rotated around Pivot Point Center, the rotational axis line of the gear 305 and the peace
The length direction of dress plate 303 is vertical.In this specific embodiment, the rotation of gear 305 is by manual drive, i.e., in gear 305
The end of rotary shaft be provided with rotation handle, when needing to adjust 345 height of mounting post, the direct rotary motion hand of staff
Drive gear 305 is rotated by handle.
Offer respectively on the installing plate 303 and guide holder 304 for mounting post be arranged in installing hole therein and
Pilot hole, is provided with towards the one side of the gear 305 in the mounting post 345 and is provided with tooth bar 348, for the gear
305 is ratcheting, so as to play a part of to adjust the height of mounting post 345.
Likewise, being additionally provided with the second rule in mounting post 345（It is not shown）, for facilitating staff to observe
The height regulated value of mounting post 345, contributes to the height that staff more accurately adjusts mounting post 345, so as to play regulation
The height that the lower end of vibrating spear 343 is located, enables the vibrating suitable for the cast-in-place concrete of differing heights of structure 34 of originally vibrating.
In the present embodiment, face out in the outside of the guide holder 304 and be provided with two and handle 306, when needing the knot that will vibrate
When structure 34 is moved, staff's hands grasping is stopped moving by 306.
Preferred or optional as one kind, the vibrating spear is multiple, and multiple vibrating spears 343 are along casting direction（Also may be used
Claim the length direction of thin-walled to be poured or the direction perpendicular to Level tune post 346）Under being disposed in an evenly spaced relation in fixed mount
End face, the plurality of vibrating spear 343 is generally aligned in the same plane.So design ingenious part be：1st, the area that vibrates is increased, is imitated
Rate is multiplied；2nd, when structure 34 is vibrated in movement, compared with a vibrating spear 343, unnecessary resistance is hardly increased
Power, because they are generally aligned in the same plane, first vibrating spear 343 along casting direction move when, can vibrating spear 343 below open up
Movable passageway, several vibrating spears 343 below only need to the motion track movement with first vibrating spear 343, therefore,
When mobile, multiple vibrating spears 343 do not have too many resistance.
Concrete vibrating system of the present utility model, is mainly used in pouring for slim concrete component, such as at some
Main body wall is old, damaged or insufficient strength in the case of, one layer of thin-walled, and example can be poured in the side of main body wall or both sides
Such as some prefabricated boards, wall are poured.Using concrete vibrating system of the present utility model, can use cooperatively with device is poured,
Have the operation that pours and vibrate concurrently simultaneously, with pouring with vibrating, tamping equipment 3 is located at the rear certain position for pouring device, waits to pour
After device is poured, pour device and next place is moved in set of rails 1, and tamping equipment 3 is then moved to and pours device 2
Vibrated at the position for just having poured, adopted in this way, solved appearance of manually vibrating after thin-walled is poured in prior art
Vibrate it is unreal, easily play the quality problems such as honeycomb, pitted skin, hole.Thin-walled is carried out using this concrete vibrating system to pour, greatly
Efficiency of construction is increased, cost of labor is reduced.
Embodiment of the present utility model is these are only, the scope of the claims of the present utility model, every profit is not thereby limited
The equivalent structure made with the utility model specification and accompanying drawing content or equivalent flow conversion, or directly or indirectly it is used in it
The technical field of his correlation, is included in the same manner in scope of patent protection of the present utility model.
Claims (10)
1. a kind of concrete vibrating system, it is characterised in that：Slide including the set of rails for being laterally located at template upper end and with it
Tamping equipment, the tamping equipment is coordinated to include second support, be slidably matched in the second support and with set of rails
Second pulley group, the structure of vibrating in second support and for being vibrated to the cast-in-place concrete in template.
2. concrete vibrating system as claimed in claim 1, it is characterised in that：The set of rails includes an at least guide rail, institute
Guide rail is stated including two parallel upper traverse rods and lower traverse rod, the connector being vertically connected between upper traverse rod and lower traverse rod and is located at
Towards the one side and the connecting pole that is connected with template of template on connector.
3. concrete vibrating system as claimed in claim 2, it is characterised in that：The first end tool of the upper traverse rod and lower traverse rod
Second end of the recess of oriented second extreme direction depression, the upper traverse rod and lower traverse rod is outwards convexly equipped with and the recess shapes phase
The convex portion of matching.
4. concrete vibrating system as claimed in claim 3, it is characterised in that：The set of rails includes that several are end to end
Many guide rails, the convex portion male-female engagement of the recess of the first end of each guide rail and adjacent another guide rail, each guide rail
The recesses fit of the convex portion at the second end and adjacent another guide rail.
5. concrete vibrating system as claimed in claim 4, it is characterised in that：The connector is several connecting rods, if
Involvement extension bar is arranged between upper traverse rod and lower traverse rod along rail length direction is evenly spaced, is respectively provided with each connecting rod
Two connecting poles.
6. concrete vibrating system as claimed in claim 5, it is characterised in that：The connecting pole has internal thread, for
Bolt thread through template connects, so as to guide rail to be detachably secured to the upper end lateral surface of template.
7. concrete vibrating system as claimed in claim 2, it is characterised in that：The second support includes for being vertically arranged
Two left frames and the second left side frame, laterally located between the second left frame and the second left side frame for installing structure of vibrating
Installation portion；The second pulley group includes four the second guide rail wheels, wherein two second guide rail wheels are corresponding on the second left frame
At the position of upper traverse rod and lower traverse rod, another two second guide rail wheels are in the second left side frame corresponding to upper traverse rod and lower traverse rod
At position.
8. concrete vibrating system as claimed in claim 7, it is characterised in that：The structure of vibrating includes being installed on the peace
Mounting bracket in dress portion and the component that vibrates of mounting bracket connection, the component that vibrates include vibrating motor fixing frame,
The motor that vibrates that is mounted thereon, the vibrating spear located at motor fixing frame lower end of vibrating and being connected to vibrate motor fixing frame with
Shock absorber part between mounting bracket.
9. concrete vibrating system as claimed in claim 8, it is characterised in that：The mounting bracket includes being installed on the peace
Mounting post in dress portion, from the Level tune post and being used for located at mounting post top being radially arranged in the mounting post
Fasten the fastener of the Level tune post；The length direction of the Level tune post hangs down with the length direction of the set of rails
Directly, the inner end of the Level tune post is connected with the shock absorber part.
10. concrete vibrating system as claimed in claim 9, it is characterised in that：The installation portion includes one laterally located at the
The installing plate at the top of two left frames and the second left side frame and it is laterally connected in the stage casing of the second left frame and the second left side frame
Guide holder；In the gear that the upper end of the mounting seat is provided with being rotated around Pivot Point Center, the center of rotation of the gear
Line is vertical with the length direction of the installing plate；Offer respectively on the installing plate and guide holder and be arranged in for mounting post
Installing hole therein and pilot hole, are provided with towards the one side of the gear in the mounting post and are provided with tooth bar, for institute
Gear mesh is stated, so as to adjust the height of mounting post.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621225248.9U CN206158194U (en) | 2016-11-15 | 2016-11-15 | Concrete vibration system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621225248.9U CN206158194U (en) | 2016-11-15 | 2016-11-15 | Concrete vibration system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206158194U true CN206158194U (en) | 2017-05-10 |
Family
ID=58658852
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621225248.9U Active CN206158194U (en) | 2016-11-15 | 2016-11-15 | Concrete vibration system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206158194U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227689A (en) * | 2017-07-11 | 2017-10-03 | 中国铁建大桥工程局集团有限公司 | Plate bridge pier column concrete vibrating equipment |
| CN107675629A (en) * | 2017-11-17 | 2018-02-09 | 吴利伟 | A kind of water-bed bridge pier casting machine |
| CN107882580A (en) * | 2017-12-28 | 2018-04-06 | 中铁工程装备集团有限公司 | Tunnel form chassis internal vibration device |
| CN108222510A (en) * | 2017-12-31 | 2018-06-29 | 吴振明 | Concrete squeezing sidewall device |
| CN110306806A (en) * | 2019-07-25 | 2019-10-08 | 中国三冶集团有限公司 | A kind of steel pipe column concrete lifting tamping equipment and pouring method |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN115182750A (en) * | 2022-06-20 | 2022-10-14 | 北京卓瑞盈科技发展有限公司 | Plug-in type vibrating device and vibrating method for avoiding reinforcing steel bars |
-
2016
- 2016-11-15 CN CN201621225248.9U patent/CN206158194U/en active Active
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107227689A (en) * | 2017-07-11 | 2017-10-03 | 中国铁建大桥工程局集团有限公司 | Plate bridge pier column concrete vibrating equipment |
| CN107675629A (en) * | 2017-11-17 | 2018-02-09 | 吴利伟 | A kind of water-bed bridge pier casting machine |
| CN107882580A (en) * | 2017-12-28 | 2018-04-06 | 中铁工程装备集团有限公司 | Tunnel form chassis internal vibration device |
| CN107882580B (en) * | 2017-12-28 | 2023-11-03 | 中铁工程装备集团有限公司 | Inserted vibration device for tunnel template trolley |
| CN108222510A (en) * | 2017-12-31 | 2018-06-29 | 吴振明 | Concrete squeezing sidewall device |
| CN110306806A (en) * | 2019-07-25 | 2019-10-08 | 中国三冶集团有限公司 | A kind of steel pipe column concrete lifting tamping equipment and pouring method |
| CN110306806B (en) * | 2019-07-25 | 2023-12-26 | 中国三冶集团有限公司 | Steel pipe column concrete jacking and vibrating device and jacking and pouring method |
| CN113914626A (en) * | 2021-09-29 | 2022-01-11 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN113914626B (en) * | 2021-09-29 | 2022-12-23 | 临沂市政集团有限公司 | Municipal works are with cast-in-place concrete template vibrating device |
| CN115182750A (en) * | 2022-06-20 | 2022-10-14 | 北京卓瑞盈科技发展有限公司 | Plug-in type vibrating device and vibrating method for avoiding reinforcing steel bars |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200624 Address after: No.1 Tengfei Road, Junliang City, Dongli District, Tianjin Patentee after: MCC Construction Engineering Group (Tianjin) Construction Engineering Co., Ltd Address before: No. 1 West Road 400084 Dadukou District of Chongqing Patentee before: CHINA METALLURGICAL CONSTRUCTION ENGINEERING GROUP Co.,Ltd. |
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| TR01 | Transfer of patent right |