CN109322250A - The fast adjustment method of pre-pressing bracket sedimentation absolute altitude - Google Patents
The fast adjustment method of pre-pressing bracket sedimentation absolute altitude Download PDFInfo
- Publication number
- CN109322250A CN109322250A CN201811449928.2A CN201811449928A CN109322250A CN 109322250 A CN109322250 A CN 109322250A CN 201811449928 A CN201811449928 A CN 201811449928A CN 109322250 A CN109322250 A CN 109322250A
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- China
- Prior art keywords
- plummet
- reinforcing bar
- template
- sedimentation
- precompressed
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Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The fast adjustment method of specifically a kind of pre-pressing bracket sedimentation absolute altitude of the present invention;It is characterized in that: including each bridge respectively in both ends and intermediate six points of arrangement altogether;A reinforcing bar is smeared down toward fixation, reinforcing bar and ground junction with red paint with throwing into respectively at six points and is marked;Hang a plummet respectively on each gang mould board ends and middle, the support beam at bottom die of box-beam plate and at flange template;Before non-precompressed, the inverted cone bottom surface and reinforcing bar face of plummet maintain an equal level;After precompressed, template sedimentation drives plummet decline, there is height difference H between inverted cone bottom surface and reinforcing bar top surface, after adjustment height is calculated by the preloading amount H of the non-precompressed front template height H1 and template of H and measurement, is adjusted.Bracket needed for this fast adjustment method is set up conveniently, and observation is intuitive, measurement is accurate, is reduced the required time of pre-pressing bracket sedimentation adjustment, is accelerated speed of application, improve work efficiency, reduce construction cost.
Description
Technical field
The present invention relates to field of bridge construction, the fast adjustment method of specifically a kind of pre-pressing bracket sedimentation absolute altitude.
Background technique
Currently, construction site adjusts the step for formwork elevation measuring to designed elevation in construction bridges template, after precompressed
In, each bracket will measure calculating adjustment height and then just correspond adjustment, and this method is time-consuming and laborious, significantly
Increase the workload and construction cost of construction;And formwork after-poppet is intensive, and measurement sight is usually blocked to more
The complexity for increasing workload and measurement, reduces the accuracy of measurement data.
Summary of the invention
It is an object of the invention to overcome drawbacks described above, measurement accuracy can be accelerated and guarantee data accuracy by providing one kind
Pre-pressing bracket settle absolute altitude fast adjustment method.
In order to achieve the above object, the present invention is implemented as follows:
A kind of fast adjustment method of pre-pressing bracket sedimentation absolute altitude, including
After step 1, template install, each bridge is respectively in both ends and intermediate six points of arrangement altogether;
Step 2, at six points chosen respectively by a #12 or more than reinforcing bar throw into down toward fixation, exposed parts
For 1m, reinforcement location is located at selected plummet hitch point side in order to measurement later, and reinforcing bar and ground junction are with red
Paint application label, in order to observe whether reinforcing bar has sedimentation phenomenon, to prevent subsequent calculations from error occur;
Step 3 is divided on each gang mould board ends and middle, the support beam at bottom die of box-beam plate and at flange template
Not Xuan Gua a plummet, totally six, hang specifically: plummet is hung on support beam at the edge of a wing, and plummet is outstanding at bottom plate
It is hung on and clenches on the nail of support beam;
Before step 4, non-precompressed, the inverted cone bottom surface and reinforcing bar face of plummet maintain an equal level;After precompressed, template sedimentation is driven under plummet
Drop, have height difference H between inverted cone bottom surface and reinforcing bar top surface, by H with measure non-precompressed front template height H1 and template it is pre-
After adjustment height is calculated in pressure settling amount H, the respective holder of six points is adjusted first, then constitutes every two point
Plane, the bracket between totally three planes by between two points draw a tight straight line be adjusted.
Bracket needed for this fast adjustment method is set up conveniently, and observation is intuitive, measurement is accurate, is reduced pre-pressing bracket sedimentation and is adjusted
Whole required time, accelerates speed of application, improves work efficiency, reduces construction cost.
Detailed description of the invention
Fig. 1 is the erection schematic diagram of six measurement points in this method of adjustment.
Fig. 2 is measurement process schematic diagram one in this method of adjustment.
Fig. 3 is measurement process schematic diagram two in this method of adjustment.
Specific embodiment
The present invention is further illustrated below by way of specific embodiment.
A kind of fast adjustment method of pre-pressing bracket sedimentation absolute altitude, including
As shown in Figure 1, each bridge is respectively in both ends and intermediate six points of arrangement altogether after step 1, template install;
Step 2, at six points chosen respectively by a #12 or more than reinforcing bar 1 throw into down toward fixation, exposed parts
For 1m, 1 position of reinforcing bar is located at selected 2 hitch point side of plummet in order to which measurement later, reinforcing bar 1 and ground junction are used
Red paint smears label, in order to observe whether reinforcing bar has sedimentation phenomenon, to prevent subsequent calculations from error occur;
Step 3 is divided on each gang mould board ends and middle, the support beam at bottom die of box-beam plate and at flange template
Not Xuan Gua a plummet 2, totally six, hang specifically: at the edge of a wing plummet hang on support beam on, plummet 2 at bottom plate
It hangs on and clenches on the nail of support beam;
Before step 4, non-precompressed as shown in Figure 2, the inverted cone bottom surface and 1 face of reinforcing bar of plummet 2 maintain an equal level;After precompressed, template sedimentation
Drive plummet 2 decline, have height difference H between inverted cone bottom surface and reinforcing bar top surface, by H and measurement non-precompressed front template height H1 with
And after adjustment height is calculated in the preloading amount H of template, as shown in figure 3, the respective holder of six points is adjusted first
Good, the plane for then constituting every two point, the bracket between totally three planes by drawing a tight straight line between two points
It is adjusted.
Bracket needed for this fast adjustment method is set up conveniently, and observation is intuitive, measurement is accurate, is reduced pre-pressing bracket sedimentation and is adjusted
Whole required time, accelerates speed of application, improves work efficiency, reduces construction cost.
Claims (1)
1. a kind of fast adjustment method of pre-pressing bracket sedimentation absolute altitude, it is characterized in that: including
After step 1, template install, each bridge is respectively in both ends and intermediate six points of arrangement altogether;
Step 2, at six points chosen respectively by a #12 or more than reinforcing bar throw into down toward fixation, exposed parts
For 1m, reinforcement location is located at selected plummet hitch point side in order to measurement later, and reinforcing bar and ground junction are with red
Paint application label, in order to observe whether reinforcing bar has sedimentation phenomenon, to prevent subsequent calculations from error occur;
Step 3 is divided on each gang mould board ends and middle, the support beam at bottom die of box-beam plate and at flange template
Not Xuan Gua a plummet, totally six, hang specifically: plummet is hung on support beam at the edge of a wing, and plummet is outstanding at bottom plate
It is hung on and clenches on the nail of support beam;
Before step 4, non-precompressed, the inverted cone bottom surface and reinforcing bar face of plummet maintain an equal level;After precompressed, template sedimentation is driven under plummet
Drop, have height difference H between inverted cone bottom surface and reinforcing bar top surface, by H with measure non-precompressed front template height H1 and template it is pre-
After adjustment height is calculated in pressure settling amount H, the respective holder of six points is adjusted first, then constitutes every two point
Plane, the bracket between totally three planes by between two points draw a tight straight line be adjusted.
Priority Applications (1)
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CN201811449928.2A CN109322250A (en) | 2018-11-30 | 2018-11-30 | The fast adjustment method of pre-pressing bracket sedimentation absolute altitude |
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CN201811449928.2A CN109322250A (en) | 2018-11-30 | 2018-11-30 | The fast adjustment method of pre-pressing bracket sedimentation absolute altitude |
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CN109322250A true CN109322250A (en) | 2019-02-12 |
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CN201811449928.2A Pending CN109322250A (en) | 2018-11-30 | 2018-11-30 | The fast adjustment method of pre-pressing bracket sedimentation absolute altitude |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110589526A (en) * | 2019-08-31 | 2019-12-20 | 上海二十冶建设有限公司 | Safe unloading method for integral cold box of large air separation device |
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CN201787936U (en) * | 2010-08-30 | 2011-04-06 | 中国一冶集团有限公司 | Device for observing prepressing precipitation of bridge bracket |
CN102297680A (en) * | 2011-07-21 | 2011-12-28 | 中铁十局集团有限公司 | Support and template subsidence deformation observation method and support subsidence deformation observation apparatus |
CN102489916A (en) * | 2011-11-28 | 2012-06-13 | 长春轨道客车股份有限公司 | Deflection adjusting method for camber beam location of car roof installation and welding clamp |
CN204712261U (en) * | 2015-06-08 | 2015-10-21 | 阳光电源股份有限公司 | A kind of prefabricated tubular pile mould and the pile tube adopting this mould to make |
KR101691378B1 (en) * | 2014-07-23 | 2017-01-09 | 홍석희 | The hybrid girder structures prestressed by using the external prestressing mechanism, and the construction method by rigid connection |
CN206648557U (en) * | 2016-12-21 | 2017-11-17 | 中铁三局集团有限公司 | A kind of device for being used to measure girder construction height |
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CN201787936U (en) * | 2010-08-30 | 2011-04-06 | 中国一冶集团有限公司 | Device for observing prepressing precipitation of bridge bracket |
CN102297680A (en) * | 2011-07-21 | 2011-12-28 | 中铁十局集团有限公司 | Support and template subsidence deformation observation method and support subsidence deformation observation apparatus |
CN102489916A (en) * | 2011-11-28 | 2012-06-13 | 长春轨道客车股份有限公司 | Deflection adjusting method for camber beam location of car roof installation and welding clamp |
KR101691378B1 (en) * | 2014-07-23 | 2017-01-09 | 홍석희 | The hybrid girder structures prestressed by using the external prestressing mechanism, and the construction method by rigid connection |
CN204712261U (en) * | 2015-06-08 | 2015-10-21 | 阳光电源股份有限公司 | A kind of prefabricated tubular pile mould and the pile tube adopting this mould to make |
CN206648557U (en) * | 2016-12-21 | 2017-11-17 | 中铁三局集团有限公司 | A kind of device for being used to measure girder construction height |
CN207095546U (en) * | 2017-08-27 | 2018-03-13 | 贵州新联***工程集团有限公司 | A kind of bridge pre-pressing bracket observation device |
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CN110589526A (en) * | 2019-08-31 | 2019-12-20 | 上海二十冶建设有限公司 | Safe unloading method for integral cold box of large air separation device |
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Application publication date: 20190212 |
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