CN105568858A - Auxiliary vibrating device and vibrating method for large-volume box girder web template - Google Patents
Auxiliary vibrating device and vibrating method for large-volume box girder web template Download PDFInfo
- Publication number
- CN105568858A CN105568858A CN201510986887.0A CN201510986887A CN105568858A CN 105568858 A CN105568858 A CN 105568858A CN 201510986887 A CN201510986887 A CN 201510986887A CN 105568858 A CN105568858 A CN 105568858A
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- CN
- China
- Prior art keywords
- girder
- broken line
- vibrates
- pressing plate
- line pressing
- 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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
Abstract
The invention relates to an auxiliary vibrating device and a vibrating method for a large-volume box girder web template. The auxiliary vibrating device for the large-volume box girder web template comprises a concrete base (10), wherein box girder web templates (13) are arranged on the concrete base; broken line pressing plates (1) are clung to the two sides of each box girder web template; a group of inclined supporting beams (4) are arranged between the upper end of each broken line pressing plate and the corresponding lower end of the concrete base; a disc supporting ring (5) is arranged on each group of inclined supporting beams; a group of inclined drawing ribs (3) is arranged among the disc supporting discs, the inclined supporting beams and the broken line pressing plates; the top ends of the inclined supporting beams are connected with vertical supporting rods (7); inclined pulling rods (8) are arranged on the outer sides of the vertical supporting rods; the inclined drawing ribs are arranged between the vertical supporting rods and the disc supporting rings; a vibrating motor base (12) is arranged on the side surface of each broken line pressing plate; a vibrating motor (12) is fixed on each vibrating motor base through bolts. The auxiliary vibrating device and the vibrating method are applied to vibrating of the box girder web template.
Description
technical field:
the present invention relates to a kind of large volume case soffit of girder template assists tamping equipment large volume case soffit of girder template to assist tamping equipment and vibrating method.
background technology:
along with expanding economy and progress, the development of road and bridge industry, often quality is affected because concrete vibrating is not in place carrying out concrete in mass case beam in prefabrication process, traditional method is generally that concreting limit, limit vibrating spear vibrates, but because volume is large, vibrating head is difficult to vibrate comprehensively.
summary of the invention:
the object of this invention is to provide a kind of large volume case soffit of girder template and assist tamping equipment and vibrating method.
above-mentioned object is realized by following technical scheme:
a kind of large volume case soffit of girder template assists tamping equipment, its composition comprises: concrete bed, described concrete bed has case soffit of girder lamina membranacea, described case soffit of girder lamina membranacea both sides are glued with broken line pressing plate, there is between described broken line pressing plate upper end and concrete bed lower end one group of inclined strut beam, described inclined strut beam has disc supporting ring, described disc supporting ring and between inclined strut beam and broken line pressing plate on there is one group of brace, described inclined strut beam top is connected with vertical pole, outside described vertical pole, there is diagonal member, between described vertical pole and disc supporting ring, there is brace, the side of described broken line pressing plate has the motor base that vibrates, the described motor base that vibrates has been bolted the motor that vibrates.
described large volume case soffit of girder template assists tamping equipment, and described concrete bed two ends have case soffit of girder lamina membranacea termination, and the described motor arrangement pitch on broken line pressing plate that vibrates is 3m.
described large volume case soffit of girder template assists tamping equipment, and the two ends of described broken line pressing plate have guard rail, and the end of described pressing plate of discounting has stair, and described guard rail and stair are connected.
described large volume case soffit of girder template assists the vibrating method of tamping equipment carrying out using and operating, first the case soffit of girder lamina membranacea that the Making of reinforcement cage carrying out as required building is equipped with, case soffit of girder lamina membranacea is laid felt paper ensure can hang smoothly after it builds health to get, the broken line pressing plate of case soffit of girder lamina membranacea and cage of reinforcement are close to, then reinforced by inclined strut beam and brace and disc supporting ring, simultaneously by vertical strut support, vertical pole is supported to case beam centerline direction by diagonal member, after bracing reinforcement, check that detecting it supports situation, and then broken line pressing plate side is fixed with by the motor base bolt that vibrates the motor that vibrates every three meters of, when building, start the motor that vibrates, vibrate, operating personnel are vibrated by vibrating spear simultaneously, so just become two places to link up to vibrate, employing is carried out drive box girder peritonaeum plate every three meters of by the motor that vibrates and is vibrated, under the effect that its concrete vibrates at Liang Chu, jolt ramming is respond well.
beneficial effect of the present invention:
1. structure of the present invention is simple, easy to operate, carrying out using and operating, first the case soffit of girder lamina membranacea that the Making of reinforcement cage carrying out as required building is equipped with, case soffit of girder lamina membranacea is laid felt paper ensure can hang smoothly after it builds health to get, the broken line pressing plate of case soffit of girder lamina membranacea and cage of reinforcement are close to, then reinforced by inclined strut beam and brace and disc supporting ring, simultaneously by vertical strut support, vertical pole is supported to case beam centerline direction by diagonal member, after bracing reinforcement, check that detecting it supports situation, and then broken line pressing plate side is fixed with by the motor base bolt that vibrates the motor that vibrates every three meters of, when building, start the motor that vibrates, vibrate, operating personnel are vibrated by vibrating spear simultaneously, so just become two places to link up to vibrate, employing is carried out drive box girder peritonaeum plate every three meters of by the motor that vibrates and is vibrated, under the effect that its concrete vibrates at Liang Chu, jolt ramming is respond well.
accompanying drawing illustrates:
accompanying drawing 1 is structural representation of the present invention.
accompanying drawing 2 is side schematic views of the present invention.
detailed description of the invention:
embodiment 1:
a kind of large volume case soffit of girder template assists tamping equipment, its composition comprises: concrete bed 10, described concrete bed has case soffit of girder lamina membranacea 13, described case soffit of girder lamina membranacea both sides are glued with broken line pressing plate 1, there is between described broken line pressing plate upper end and concrete bed lower end one group of inclined strut beam 4, described inclined strut beam has disc supporting ring 5, described disc supporting ring and between inclined strut beam and broken line pressing plate on there is one group of brace 3, described inclined strut beam top is connected with vertical pole 7, outside described vertical pole, there is diagonal member 8, between described vertical pole and disc supporting ring, there is brace, the side of described broken line pressing plate has the motor base 12 that vibrates, the described motor base that vibrates has been bolted the motor 12 that vibrates.
embodiment 2:
large volume case soffit of girder template according to embodiment 1 assists tamping equipment, and described concrete bed two ends have case soffit of girder lamina membranacea termination 2, and the described motor arrangement pitch on broken line pressing plate that vibrates is 3m.
embodiment 3:
large volume case soffit of girder template according to embodiment 1 or 2 assists tamping equipment, and the two ends of described broken line pressing plate have guard rail, and the end of described pressing plate of discounting has stair, and described guard rail and stair are connected.
embodiment 4:
large volume case soffit of girder template according to embodiment 1 or 2 or 3 assists the vibrating method of tamping equipment carrying out using and operating, first the case soffit of girder lamina membranacea that the Making of reinforcement cage carrying out as required building is equipped with, case soffit of girder lamina membranacea is laid felt paper ensure can hang smoothly after it builds health to get, the broken line pressing plate of case soffit of girder lamina membranacea and cage of reinforcement are close to, then reinforced by inclined strut beam and brace and disc supporting ring, simultaneously by vertical strut support, vertical pole is supported to case beam centerline direction by diagonal member, after bracing reinforcement, check that detecting it supports situation, and then broken line pressing plate side is fixed with by the motor base bolt that vibrates the motor that vibrates every three meters of, when building, start the motor that vibrates, vibrate, operating personnel are vibrated by vibrating spear simultaneously, so just become two places to link up to vibrate, employing is carried out drive box girder peritonaeum plate every three meters of by the motor that vibrates and is vibrated, under the effect that its concrete vibrates at Liang Chu, jolt ramming is respond well.
Claims (4)
1. a large volume case soffit of girder template assists tamping equipment, its composition comprises: concrete bed, it is characterized in that: described concrete bed has case soffit of girder lamina membranacea, described case soffit of girder lamina membranacea both sides are glued with broken line pressing plate, there is between described broken line pressing plate upper end and concrete bed lower end one group of inclined strut beam, described inclined strut beam has disc supporting ring, described disc supporting ring and between inclined strut beam and broken line pressing plate on there is one group of brace, described inclined strut beam top is connected with vertical pole, outside described vertical pole, there is diagonal member, between described vertical pole and disc supporting ring, there is brace, the side of described broken line pressing plate has the motor base that vibrates, the described motor base that vibrates has been bolted the motor that vibrates.
2. large volume case soffit of girder template according to claim 1 assists tamping equipment, it is characterized in that: described concrete bed two ends have case soffit of girder lamina membranacea termination, and the described motor arrangement pitch on broken line pressing plate that vibrates is 3m.
3. large volume case soffit of girder template according to claim 1 and 2 assists tamping equipment, and it is characterized in that: the two ends of described broken line pressing plate have guard rail, the end of described pressing plate of discounting has stair, and described guard rail and stair are connected.
4. the large volume case soffit of girder template according to claim 1 or 2 or 2 assists the vibrating method of tamping equipment, it is characterized in that: carrying out using and operating, first the case soffit of girder lamina membranacea that the Making of reinforcement cage carrying out as required building is equipped with, case soffit of girder lamina membranacea is laid felt paper ensure can hang smoothly after it builds health to get, the broken line pressing plate of case soffit of girder lamina membranacea and cage of reinforcement are close to, then reinforced by inclined strut beam and brace and disc supporting ring, simultaneously by vertical strut support, vertical pole is supported to case beam centerline direction by diagonal member, after bracing reinforcement, check that detecting it supports situation, and then broken line pressing plate side is fixed with by the motor base bolt that vibrates the motor that vibrates every three meters of, when building, start the motor that vibrates, vibrate, operating personnel are vibrated by vibrating spear simultaneously, so just become two places to link up to vibrate, employing is carried out drive box girder peritonaeum plate every three meters of by the motor that vibrates and is vibrated, under the effect that its concrete vibrates at Liang Chu, jolt ramming is respond well.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510986887.0A CN105568858A (en) | 2015-12-26 | 2015-12-26 | Auxiliary vibrating device and vibrating method for large-volume box girder web template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510986887.0A CN105568858A (en) | 2015-12-26 | 2015-12-26 | Auxiliary vibrating device and vibrating method for large-volume box girder web template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105568858A true CN105568858A (en) | 2016-05-11 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510986887.0A Pending CN105568858A (en) | 2015-12-26 | 2015-12-26 | Auxiliary vibrating device and vibrating method for large-volume box girder web template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105568858A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000265417A (en) * | 1999-03-12 | 2000-09-26 | Kawaju Koji Kk | Moving timbering construction method for bridge floor slab overhang section |
| CN201406638Y (en) * | 2009-05-04 | 2010-02-17 | 中铁二十二局集团第六工程有限公司 | Glide type cast-in-situ concrete girder outer mold structure |
| CN201693658U (en) * | 2010-06-28 | 2011-01-05 | 中铁二十局集团有限公司 | Simply supported box girder forming template |
| CN102198695A (en) * | 2011-04-19 | 2011-09-28 | 中铁二十四局集团有限公司 | Longitudinal moving method for outside die of box girder outer film |
| CN102528910A (en) * | 2011-12-23 | 2012-07-04 | 中铁十九局集团第五工程有限公司 | Template system of prefabricated simply support box beam |
| CN202910964U (en) * | 2012-11-26 | 2013-05-01 | 山西陆海路桥市政工程有限公司 | Prefabricated box web adhering type concrete vibrorammer |
| CN103572707A (en) * | 2013-11-21 | 2014-02-12 | 中铁六局集团有限公司 | Box girder steel outer template and construction method thereof |
| CN205295952U (en) * | 2015-12-26 | 2016-06-08 | 黑龙江省龙建路桥第三工程有限公司 | Vibration device is assisted to bulky case soffit of girder template |
-
2015
- 2015-12-26 CN CN201510986887.0A patent/CN105568858A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000265417A (en) * | 1999-03-12 | 2000-09-26 | Kawaju Koji Kk | Moving timbering construction method for bridge floor slab overhang section |
| CN201406638Y (en) * | 2009-05-04 | 2010-02-17 | 中铁二十二局集团第六工程有限公司 | Glide type cast-in-situ concrete girder outer mold structure |
| CN201693658U (en) * | 2010-06-28 | 2011-01-05 | 中铁二十局集团有限公司 | Simply supported box girder forming template |
| CN102198695A (en) * | 2011-04-19 | 2011-09-28 | 中铁二十四局集团有限公司 | Longitudinal moving method for outside die of box girder outer film |
| CN102528910A (en) * | 2011-12-23 | 2012-07-04 | 中铁十九局集团第五工程有限公司 | Template system of prefabricated simply support box beam |
| CN202910964U (en) * | 2012-11-26 | 2013-05-01 | 山西陆海路桥市政工程有限公司 | Prefabricated box web adhering type concrete vibrorammer |
| CN103572707A (en) * | 2013-11-21 | 2014-02-12 | 中铁六局集团有限公司 | Box girder steel outer template and construction method thereof |
| CN205295952U (en) * | 2015-12-26 | 2016-06-08 | 黑龙江省龙建路桥第三工程有限公司 | Vibration device is assisted to bulky case soffit of girder template |
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Application publication date: 20160511 |
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