CN206829633U - A kind of concrete vibrator for installing inserted sheet rod member additional - Google Patents
A kind of concrete vibrator for installing inserted sheet rod member additional Download PDFInfo
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- CN206829633U CN206829633U CN201720409907.2U CN201720409907U CN206829633U CN 206829633 U CN206829633 U CN 206829633U CN 201720409907 U CN201720409907 U CN 201720409907U CN 206829633 U CN206829633 U CN 206829633U
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- inserted sheet
- rod member
- sheet rod
- anchor ear
- concrete
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Abstract
A kind of concrete vibrator for installing inserted sheet rod member additional, including vibrational system and conduction vibrating system, wherein vibrational system includes vibrator, is included in inserted sheet rod member anchor ear head, the inserted sheet rod member body being connected with inserted sheet rod member anchor ear head of vibrating body end installation with the rubber hose of the output connection of vibrator, the vibrating body being connected with rubber tube, the conduction vibrating system.The concrete vibrator of the present utility model for installing inserted sheet rod member additional is inserted into implementing Vibration Technology inside armored concrete; reach the construction that becomes more meticulous, the purpose saved construction cost, ensure concrete structure security performance, the concrete for thoroughly solving reinforcing bar dense part can not vibrate.
Description
Technical field
The utility model belongs to the steel reinforced concrete frame of all kinds of large and medium-sized reinforced concrete foundation engineerings and other forms
The civil engineering field of frame, armored concrete pond body engineering, it is related to the one set of construction equipment of concrete vibrating technique, specifically one
Kind installs the concrete vibrator of inserted sheet rod member additional.
Background technology
Reinforced concrete frame, the steel reinforced concrete pool of all kinds of large and medium-sized reinforced concrete foundation engineerings and other forms
Body engineering, there are many positions, such as:Basic upper layer and beam, Column border node and pond body corner etc., the design reinforcing bar at these positions is straight
Footpath is big, spacing is close, the number of plies is more and crisscross, and hole is very small between forming reinforcing bar, even if using the existing minimum gauge of country
The vibrating head of diameter of phi 25 can not insert, and also can not implement these position concrete vibrating techniques with regard to root, so as to produce coagulation
The major hidden danger of soil structure quality.
Utility model content
Based on this, the present inventor develops a kind of concrete vibrator for installing inserted sheet rod member additional, i.e. inserted sheet through studying repeatedly
Formula vibrator, by being improved to construction equipment, and then novel vibrating rod is set to be inserted into implementing inside armored concrete
Vibration Technology, the construction that becomes more meticulous, the purpose saved construction cost, ensure concrete structure security performance are finally reached, thoroughly solution
The concrete of reinforcing bar dense part of having determined can not vibrate.
A kind of concrete vibrator for installing inserted sheet rod member additional of the present utility model includes vibrational system and conduction vibrating system;
Wherein vibrational system includes the rubber hose of the output connection of vibrator and vibrator, the vibrating body being connected with rubber tube, described
Conduction vibrating system is included in inserted sheet rod member anchor ear head, the inserted sheet bar being connected with inserted sheet rod member anchor ear head of vibrating body end installation
Part body.
Further, inserted sheet rod member anchor ear head is provided with the inserted sheet rod member for being used for fixing inserted sheet rod member anchor ear head and vibrating body
Anchor ear hook bolt hole, inserted sheet rod member anchor ear hook bolt.
Further, the internal diameter of inserted sheet rod member anchor ear head be more than or equal to vibrating body external diameter, length 100-500mm,
Preferably from about 200mm.Inserted sheet rod member anchor ear head bores diameter of phi 5mm silk hole (inserted sheet rod member anchor ear head spiral shell according to spacing 75mm thereon
Bolt silk hole), it is fixedly secured with M5 bolts (inserted sheet rod member anchor ear hook bolt) on vibrating body.
Further, inserted sheet rod member body is 500~1500mm of length, preferably 800~1200mm, more preferably from about 1000mm,
Width 10-80mm, preferably 20-50mm (according to the space between reinforcing bar), thickness 5-30m m, preferably 10-20mm, more preferably from about
The band steel of 15mm different model.
Further, inserted sheet rod member anchor ear head and inserted sheet rod member body global formation or integrally welded.
Blade inserting vibrator of the present utility model utilizes the resonance and conductive performance of vibrating spear steel, and vibration stick end is added
Piece rod member is plugged, using the long and narrow function of inserted sheet rod member, is inserted into inside armored concrete.
Above-mentioned technical proposal has the advantages that:
1st, the proposition of this programme thoroughly solves the construction drawback that reinforcing bar dense part concrete can not vibrate.
2nd, install " inserted sheet rod member " additional in the vibration stick end of vibrator, connected with vibrating spear reliably, simply, conveniently;And can
To be produced according to the different size of vibrating head batch, standard, can be used on the vibrating head of same specification.
3rd, the utility model is simple in construction, easy to operate, ensures the design attitude of reinforcing bar, ensures concrete knot to greatest extent
The security performance that structure uses, greatlys save cost of labor and time.
In order to better understand the technological means of the present invention, and can be practiced according to the content of specification, below
Utility model is further illustrated with reference to example and accompanying drawing.
Brief description of the drawings
Fig. 1 is vibrational system schematic diagram;
Fig. 2 is vibrational system schematic diagram;
Fig. 3 is structural representation of the present utility model;
Fig. 4 is the enlarged drawing of part A in Fig. 3.
In figure, 1- vibrators, 2- rubber hose, 3- vibrating bodies, 4- inserted sheet rod member anchor ears head, 5- inserted sheet rod member anchor ear head spiral shells
Bolt silk hole, 6- inserted sheet rod member anchor ears hook bolt, 7- inserted sheet rod member bodies.
Embodiment
Below in conjunction with the accompanying drawings, preferred embodiment of the present utility model is described in detail.
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of concrete vibrator for installing inserted sheet rod member additional, is vibrated by vibrational system and conduction
System forms;The rubber hose 2 and rubber hose 2 that wherein vibrational system includes vibrator 1, is connected with the output end of vibrator 1
The vibrating body 3 of connection, inserted sheet rod member anchor ear that conduction vibrating system is included in the end of vibrating body 3 installation is first 4, for by inserted sheet bar
The inserted sheet rod member anchor ear hook bolt hole 5 of part anchor ear head and vibrating body fixation, inserted sheet rod member anchor ear hook bolt 6, inserted sheet rod member body 7.
The conventional concrete vibrating mode of armored concrete, using the vibrating head of diameter of phi 50, coagulation is inserted from the space between reinforcing bar
It is native internal;The eccentric rotor in vibration body 3 is driven to rotate by the flexible axle in rubber hose 2 using the motor of vibrator 1, production
Raw uneven centrifugal force, makes rotor produce vibration, and vibration force is delivered in concrete by vibrating body 3, makes its closely knit, reach
To Vibration Technology effect.
Large and medium-sized concrete equipment basis and framework and pond body, there is many positions, such as:Basic upper layer and beam, post section
Point and pond body corner etc., the design bar diameter at these positions is big, spacing is close, the number of plies is more, and crisscross, is formed between reinforcing bar
Hole is very small, even if can not be inserted using the vibrating heads of Φ 25 of minimum gauge, also can not implement the mixed of the position with regard to root
Coagulate native Vibration Technology;Even if reluctantly after insertion, because the vibratility of vibrating body 3 is offset, process is lifted up after the completion of Vibration Technology
In the reinforcing bar that is often staggered tangle, barred body " activity " and can not firmly be put forward by " card ";In the implementation process of routine, only
Can be very difficult " opening " by each layer reinforcing bar of vertical direction using iron chock and sledgehammer, allow vibrating head insertion concrete is interior to make
Industry, after completion is vibrated, colligation returns to design attitude to the reinforcing bar topside position of " opening " again, but lower floor's reinforcing bar is due to the scope of operation
It is very narrow, colligation can not be implemented, so resulting in lower floor's reinforcing bar does not have colligation and one " tangled skein of jute " (substantial deviation design position
Put), the performance of structure is reduced, also increases cost of labor, more belongs to barbarous construction;But also the reinforcing bar of bottom deep layer be present
Because the limitation of iron chock length can not open, root is vibrated not in place, the performance of structure is brought breakneck hidden
Suffer from.
In a detailed embodiment, the utility model installs inserted sheet rod member, inserted sheet rod member anchor ear additional in vibration stick end
First 4 be internal diameter Φ 50mm steel pipes (identical with the external diameter of vibrating body 3), length 200mm, bores diameter of phi according to spacing 75mm thereon
5mm silk hole (inserted sheet rod member anchor ear hook bolt silk hole 5), is fixedly secured and is being shaken with M5 bolts (inserted sheet rod member anchor ear hook bolt 6)
On kinetoplast 3;Inserted sheet rod member body 7 is long 1000mm, wide 50 (40/30/20) mm (according to the space between reinforcing bar), thickness 15mm
The band steel of different model, inserted sheet rod member anchor ear first 4 and inserted sheet rod member body 7 are integrally welded.
The frequency that shakes of vibrating body 3 is transmitted on inserted sheet rod member anchor ear first 4 with inserted sheet rod member body 7, utilizes inserted sheet rod member body 7
Long and narrow function, it can be inserted into the inside of armored concrete smoothly by intensive reinforcing bar, will not also be tangled by reinforcing bar, it is real
Apply the concrete vibrating technique for meeting job specfication.
The power of the vibrating heads of Φ 50 is 200HZ, amplitude 1.15mm, and a spacing of shaking is 400mm, is experimentally confirmed, adopts
With blade inserting vibrator, it is preferable that its pitch requirements inserted sheet rod member body 7 that shakes is that 300mm, 40mm are in width 50mm
260mm, 30mm 200mm, 20mm 150mm.
The utility model is simple in construction, easy to operate, can standard use, thoroughly evaded large and medium-sized concrete equipment
Reinforcing bar dense part can not vibrate in basis and the engineering such as framework and pond body, design requirement is fully achieved and job specfication will
Ask, it is ensured that the performance and security performance of concrete structure, also greatly save artificial, implementation precisely construction.
A kind of concrete vibrator of the installation inserted sheet rod member provided above the utility model embodiment has been carried out in detail
Thin introduction, for those of ordinary skill in the art, according to the thought of embodiments of the invention, in embodiment and answer
With there will be changes in scope.In summary, this specification content should not be construed as limiting the invention, Fan Yibenfa
Any change that bright design philosophy is made is all within protection scope of the present invention.
Claims (7)
- A kind of 1. concrete vibrator for installing inserted sheet rod member additional, it is characterised in that it includes vibrational system and conduction vibrating system, Wherein vibrational system includes the rubber hose of the output connection of vibrator and vibrator, the vibrating body being connected with rubber tube, described Conduction vibrating system is included in inserted sheet rod member anchor ear head, the inserted sheet bar being connected with inserted sheet rod member anchor ear head of vibrating body end installation Part body.
- 2. concrete vibrator according to claim 1, it is characterised in that inserted sheet rod member anchor ear head, which is provided with, to be used for inserted sheet The inserted sheet rod member anchor ear hook bolt hole of rod member anchor ear head and vibrating body fixation, inserted sheet rod member anchor ear hook bolt.
- 3. concrete vibrator according to claim 1 or 2, it is characterised in that the internal diameter of inserted sheet rod member anchor ear head is more than Or the external diameter equal to vibrating body, length 100-500mm.
- 4. concrete vibrator according to claim 3, it is characterised in that inserted sheet rod member anchor ear head is thereon according to spacing 75mm bores diameter of phi 5mm silk hole, is fixedly secured with M5 bolts on vibrating body.
- 5. concrete vibrator according to claim 1 or 2, it is characterised in that inserted sheet rod member body be length 500~ 1500mm, width 10-80mm, thickness 5-30mm band steel.
- 6. concrete vibrator according to claim 5, it is characterised in that inserted sheet rod member body be 800~1200mm of length, Width 20-50mm, thickness 10-20mm band steel.
- 7. concrete vibrator according to claim 1 or 2, it is characterised in that inserted sheet rod member anchor ear head and inserted sheet rod member Body global formation is integrally welded.
Priority Applications (1)
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CN201720409907.2U CN206829633U (en) | 2017-04-19 | 2017-04-19 | A kind of concrete vibrator for installing inserted sheet rod member additional |
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CN201720409907.2U CN206829633U (en) | 2017-04-19 | 2017-04-19 | A kind of concrete vibrator for installing inserted sheet rod member additional |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110043041A (en) * | 2019-03-18 | 2019-07-23 | 五冶集团上海有限公司 | A kind of assist type vibrator |
CN110206321A (en) * | 2019-06-21 | 2019-09-06 | 五冶集团上海有限公司 | A kind of concrete vibrating auxiliary tool |
CN110983918A (en) * | 2019-12-06 | 2020-04-10 | 中冶天工集团有限公司 | Device for guaranteeing dense flatness in construction of irregular concrete road |
USD1000927S1 (en) | 2021-04-22 | 2023-10-10 | Milwaukee Electric Tool Corporation | Concrete vibrator |
-
2017
- 2017-04-19 CN CN201720409907.2U patent/CN206829633U/en active Active
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110043041A (en) * | 2019-03-18 | 2019-07-23 | 五冶集团上海有限公司 | A kind of assist type vibrator |
CN110043041B (en) * | 2019-03-18 | 2021-07-27 | 五冶集团上海有限公司 | Auxiliary vibrator |
CN110206321A (en) * | 2019-06-21 | 2019-09-06 | 五冶集团上海有限公司 | A kind of concrete vibrating auxiliary tool |
CN110983918A (en) * | 2019-12-06 | 2020-04-10 | 中冶天工集团有限公司 | Device for guaranteeing dense flatness in construction of irregular concrete road |
USD1000927S1 (en) | 2021-04-22 | 2023-10-10 | Milwaukee Electric Tool Corporation | Concrete vibrator |
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