CN202910964U - Prefabricated box web adhering type concrete vibrorammer - Google Patents
Prefabricated box web adhering type concrete vibrorammer Download PDFInfo
- Publication number
- CN202910964U CN202910964U CN 201220630101 CN201220630101U CN202910964U CN 202910964 U CN202910964 U CN 202910964U CN 201220630101 CN201220630101 CN 201220630101 CN 201220630101 U CN201220630101 U CN 201220630101U CN 202910964 U CN202910964 U CN 202910964U
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- vibrorammer
- concrete
- prefabricated box
- adhering type
- box web
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Abstract
The utility model relates to a vibrorammer for construction, in particular to a prefabricated box web adhering type concrete vibrorammer which resolves the problems that an inserted-type vibrorammer is only used for existing prefabricated concrete vibration, time is wasted, labor is wasted, construction efficiency is low, concrete vibration is not dense, and construction workers are easy to damage. The prefabricated box web adhering type concrete vibrorammer comprises a side mold plate, wherein a plurality of flange plates which are arranged in a vertically alternate mode are distributed on the back of the side mole plate left and right, a plurality of supporting rods are arranged on the back of the side mold plate, and each flange plate is connected with a vibrorammer body. The prefabricated box web adhering type concrete vibrorammer is reasonable and reliable in structural design, is beneficial for density of concrete, small in size, light in weight, convenient to assemble and disassemble, time-saving, labor-saving, high in vibration efficiency, and small in amplitude, prolongs service life of the mold plate, and improves the operation environment of workers. The prefabricated box web adhering type concrete vibrorammer has the advantages of being simple in structure, convenient to manufacture and use, low in cost, and capable of being reused in a turnover mode.
Description
Technical field
The utility model relates to construction and uses vibrator, is specially a kind of prefabricated case beam web attached type vibrator for concrete.
Background technology
The concrete vibration compacting of prefabricated case beam is the emphasis of control always.Especially web position, the closely knit difficulty of concrete vibrating is large, and is very large on the impact of case beam outward appearance.
Traditional case web concrete vibrating, need the two people operation of working together, one people holds up the poker vibrator cable, one people is responsible for vibrating, and constantly needs personnel to move power line when vibrating web, and efficiency of construction is low, progress is slow, and the workmen stands on the case back plate, the operation effort, and (the top board reinforcing bar is close, reserving rib is many, easily scratches certain danger; Electric shock accidents easily occurs in power line and reinforcing bar close contact), workmen's health is damaged, environment is caused noise pollution.
Summary of the invention
The utility model only depends on the problem that the poker vibrator existence is wasted time and energy, efficiency of construction is low, concrete vibrates leakiness and easily the workmen is damaged in order to solve when existing prefabricated box beam concrete vibrates, and a kind of prefabricated case beam web attached type vibrator for concrete is provided.
The utility model is to adopt following technical scheme to realize: prefabricated case beam web attached type vibrator for concrete, comprise side template, be distributed with the ring flange that some alternatively up and down arrange about the side template back side, and the side template back side is provided with some support bars, is connected with vibrator on each ring flange.
When building web concrete, should divide and carry out for three times, build at every turn and highly be controlled at 1/3 of side template height, should adopt first poker vibrator to vibrate to significantly not sinking, bubble do not occur, being as the criterion when beginning to burst and become muddy when a thaw sets in, re-using the attached vibrator 2-3 that vibrates gets final product second, by that analogy, until build and finish.
The utility model reasonable in design is reliable, is beneficial to the closely knit of web concrete, and volume is little, lightweight, easy to loading and unloading, time saving and energy saving, and vibration efficiency is high, and amplitude is little, prolongs the service life of template; Improved simultaneously workman's operating environment, had simple in structurely, made, easy to use, cost is low, and can repeat to have enough to meet the need the advantage of use.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Among the figure: 1-side template, 2-ring flange, 3-support bar, 4-vibrator.
The specific embodiment
Prefabricated case beam web attached type vibrator for concrete comprises side template 1, is distributed with the ring flange 2 that some alternatively up and down arrange about side template 1 back side, and side template 1 back side is provided with some support bars 3, is connected with vibrator 4 on each ring flange 2.
In the specific implementation process, each vibrator 4 should stagger up and down about 50cm with side template 1 center line, during because of 35 meters prefabricated case beam casting concretes, take 3 meters as a construction section, every side side template 1 arranges 11 ring flanges 2, and two terminations of case beam are respectively vacated 1 meter position and do not established vibrator 4.
Claims (1)
1. prefabricated case beam web attached type vibrator for concrete, it is characterized in that: comprise side template (1), be distributed with the ring flange (2) that some alternatively up and down arrange about side template (1) back side, and side template (1) back side is provided with some support bars (3), is connected with vibrator (4) on each ring flange (2).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220630101 CN202910964U (en) | 2012-11-26 | 2012-11-26 | Prefabricated box web adhering type concrete vibrorammer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220630101 CN202910964U (en) | 2012-11-26 | 2012-11-26 | Prefabricated box web adhering type concrete vibrorammer |
Publications (1)
Publication Number | Publication Date |
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CN202910964U true CN202910964U (en) | 2013-05-01 |
Family
ID=48159305
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN 201220630101 Expired - Lifetime CN202910964U (en) | 2012-11-26 | 2012-11-26 | Prefabricated box web adhering type concrete vibrorammer |
Country Status (1)
Country | Link |
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CN (1) | CN202910964U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105568858A (en) * | 2015-12-26 | 2016-05-11 | 黑龙江省龙建路桥第三工程有限公司 | Auxiliary vibrating device and vibrating method for large-volume box girder web template |
CN109208487A (en) * | 2018-10-24 | 2019-01-15 | 中铁第勘察设计院集团有限公司 | Railway ultra-high performance concrete box girder formwork and construction method |
CN110607911A (en) * | 2019-09-03 | 2019-12-24 | 中建一局华江建设有限公司 | Electric rail type hammering template vibrating system and construction method thereof |
-
2012
- 2012-11-26 CN CN 201220630101 patent/CN202910964U/en not_active Expired - Lifetime
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105568858A (en) * | 2015-12-26 | 2016-05-11 | 黑龙江省龙建路桥第三工程有限公司 | Auxiliary vibrating device and vibrating method for large-volume box girder web template |
CN109208487A (en) * | 2018-10-24 | 2019-01-15 | 中铁第勘察设计院集团有限公司 | Railway ultra-high performance concrete box girder formwork and construction method |
CN110607911A (en) * | 2019-09-03 | 2019-12-24 | 中建一局华江建设有限公司 | Electric rail type hammering template vibrating system and construction method thereof |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CX01 | Expiry of patent term |
Granted publication date: 20130501 |
|
CX01 | Expiry of patent term |