CN108930224A - Punching stick method bent cap supports regulating system construction method - Google Patents
Punching stick method bent cap supports regulating system construction method Download PDFInfo
- Publication number
- CN108930224A CN108930224A CN201810897993.5A CN201810897993A CN108930224A CN 108930224 A CN108930224 A CN 108930224A CN 201810897993 A CN201810897993 A CN 201810897993A CN 108930224 A CN108930224 A CN 108930224A
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- Prior art keywords
- bent cap
- anchor ear
- punching stick
- wedge
- punching
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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 invention discloses punching stick method bent caps to support regulating system construction method, it includes that following pier stud pours, punching stick anchor ear device is installed, bent cap pours, it removes bent cap and pours mould, wherein punching stick anchor ear device includes the installation of punching stick again, anchor ear installation, wedge-shaped adjusting block installation, pass through punching stick, anchor ear and wedge-shaped adjusting block effectively combine, punching stick uses in conjunction with rubber block between anchor ear and effectively increases frictional force between the two, bent cap punching stick method Coping Construction anti-overturning is enabled to be significantly better than the conventional supporting system for using punching stick and jack, and the construction method can be used in Coping Construction, bent cap in constructing tie beam and high pier, constructing tie beam, it has a wide range of application, strong applicability, conducive to bridge erection popularization.
Description
Technical field
The present invention relates to technical field of bridge construction, especially punching stick method bent caps to support regulating system construction method.
Background technique
In recent years, in Yunnan Province's expressway construction intimately carries out, arduous task and it is urgent.Bridge on highway bent cap
Substructure main bearing member, cast-in-place construction quality is not only controlled by concrete mix, pours mode, and with use
Construction method it is tightly related.Reasonable construction method is only selected, so that template is solid and reliable, piece is tight, interface is suitable
Directly, self weight and construction loads could be resisted, guarantees the stability of capping beam template support system；Operator can safely carry out respectively
Kind operation, it is ensured that construction quality and safety, while avoiding many common quality defects.Support Method, Hold Hoop method and punching stick method bent cap are applied
Work is common construction method, and three kinds of methods respectively have feature: Support Method uniform force, and overall stability is high, but to foundation requirement
Higher, rod piece dosage is time-consuming greatly, and material turnover is slower, and overstocking of materials is than more serious when meeting high pier large volume bent cap；Anchor ear
Method is suitable for the common Coping Construction of round pier shaft, to ground no requirement (NR), but need to customize anchor ear in advance, and frictionally load-bearing
It is risky；Punching stick method is applicable not only to cylinder pier and is also applied for rectangle high pier construction, sound load passes through to ground no requirement (NR)
Rod iron is transferred to pier stud, can not only save bulk materials, artificial investment, can also improve construction efficiency.Yunnan Province's high speed is public
Road engineering construction more generallys use punching stick method Coping Construction engineering method, in bent cap axis along the radial pre-buried installation rod iron of pier stud
Hole, load bearing support uses diameter for 90 ~ 120mm punching rod iron, places jack by horizontal slope and height on punching stick
Upper erection I50c I-steel laterally sets up I10 I-steel by 300mm spacing on stringer and does as support system stringer
For spreader beam.
Our company tries to explore punching stick method Coping Construction support regulating system, has put into a large amount of man power and material, at
Function has developed novel punching stick method Coping Construction support regulating system, and is supported according to axle method Coping Construction and adjust system
System has developed its construction method.
Summary of the invention
The purpose of the present invention is to overcome the shortcomings of the existing technology, provides that a kind of construction efficiency is high, versatile punching
Stick method bent cap supports regulating system construction method.
The purpose of the present invention is achieved through the following technical solutions: punching stick method bent cap supports regulating system construction method,
It the following steps are included:
S1: pier stud pours: building Pier Formwork, and the service sleeve on Pier Formwork, then forms pier using concreting
Column；
S2: installation punching stick anchor ear device, it includes the following steps,
S21: by punching stick alignment sleeve, punching stick is nested into casing for the installation of punching stick；
S22: anchor ear is covered on corresponding punching stick, then locks the bolt connection assembly on anchor ear, so that embracing by anchor ear installation
Hoop cannot be relatively moved with punching stick, and guarantee that the top end surface of anchor ear is in horizontality；
S23: wedge-shaped adjusting block installation: pairs of wedge-shaped adjusting block is mounted on anchor ear, and guarantees the top of wedge-shaped regulating device
Portion is in horizontality, measures the vertical height of wedge-shaped regulating device, then according to design requirement, adjusts hanging down for wedge-shaped adjusting block
Straight height.
S3: bent cap pours, and stringer and spreader beam is set up on wedge-shaped adjusting block, and install bent cap on stringer and spreader beam
Mould is poured, then uses concreting, and maintenance is carried out to concrete and forms bent cap；
S4: removing bent cap and pour mould, and bent cap is poured mould and is removed, and casing is crammed, and completes bent cap and sets up.
Preferably, casing is pvc pipe, and the nozzle diameter of pvc pipe is greater than 8 ~ 10mm of the punching stick diameter.
Preferably, before anchor ear installation, one layer of rubber cushion blocks are wrapped up on the punching stick.
Preferably, the bent cap pour the following steps are included:
S31: stringer, distribution erection select fashioned iron to install stringer, spreader beam on the wedge-shaped adjusting block, and guarantee stringer
With the vertical height and levelness of spreader beam；
S32: the installation of bent cap bed die goes out bent cap bed die using shape extrusion, and bent cap bed die is fixedly mounted on stringer and distribution
Liang Shang；
S33: reinforcement installation is laid with bent cap on bent cap bed die and is poured required reinforcing bar using steel profile；
S34: bent cap side form installation goes out bent cap side form using shape extrusion, and by side form installation on bent cap bed die, to be formed
Bent cap pours chamber；
S35: the concreting stirred evenly to bent cap is poured intracavitary, formation bent cap germule by concreting；
S36: concrete curing covers building and health of sprinkling water on the surface of bent cap germule, after concrete strength meets the requirements,
Bent cap side form is removed, and in time by exposed bent cap germule covering geotextiles and health of sprinkling water.
Preferably, the dismounting bent cap pour mould the following steps are included:
S41: removing wedge-shaped adjusting block, loosens locking nut, the vertical height decline of wedge-shaped adjusting block so that stringer, point
Cloth beam and the decline of bent cap bed die vertical height, so that bent cap bed die is detached from bent cap, then with hanging device removal bent cap
Then bed die, stringer and spreader beam are again removed wedge-shaped adjusting block；
S42: removing anchor ear, the bolt connection assembly on anchor ear is loosened, so that anchor ear and punching stick can relatively rotate, then
Continue to loosen anchor ear, until the lower half portion of the top half of anchor ear and anchor ear is taken out；
S43: it crams casing: taking out the punching stick in casing, then will cover effective mortar and cram.
Preferably, the stringer and spreader beam are steel I-beam.
The invention has the following advantages that
1, the present invention increases the construction stability row of bent cap, and can be straight using the support regulating system construction of punching stick method bent cap
It connects and lid depth of beam, levelness is adjusted, improve construction quality and construction efficiency, construction efficiency can be improved
20%~40%。
2, construction method of the invention is effectively combined by punching stick, anchor ear and wedge-shaped adjusting block, punching stick and anchor ear
Between using rubber block combine effectively increase frictional force between the two, enable bent cap punching stick method Coping Construction anti-overturning significantly excellent
In the supporting system for routinely using punching stick and jack.
3, construction method of the invention is used not only for Coping Construction, moreover it can be used to and constructing tie beam has a wide range of application,
Strong applicability is conducive to bridge erection and promotes.
Detailed description of the invention
Fig. 1 is the scheme of installation of anchor ear and wedge-shaped adjusting block；
Fig. 2 is the schematic cross-sectional view of wedge-shaped adjusting block；
Fig. 3 is the schematic cross-sectional view of anchor ear；
In figure: 1- wedge shape adjusting block, 2- adjustment hole, 3- are bolted pull rod, 4- locking nut, 5- briquetting, 6- supporting block, 7-
Component, 8- accommodation groove, 9- connecting plate, 10- ribs.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right
The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and
It is not used in the restriction present invention.
Punching stick method bent cap support regulating system construction method, it the following steps are included:
S1: pier stud pours: according to design drawing and site environment, measuring size and carries out setting-out to pier stud, produce pier stud
Template, and Pier Formwork is put up, then according to installation requirement, the service sleeve on Pier Formwork, in the present embodiment, set
Pipe uses pvc pipe, after having buried casing, the both ends of casing is sealed, are avoided when pouring pier stud, concrete blocks casing, so
Pier stud is formed using concreting afterwards；
S2: installation punching stick anchor ear device, it includes the following steps,
S21: the installation of punching stick by punching stick alignment sleeve, punching stick is nested into casing, and the nozzle diameter of pvc pipe is big
In the punching stick 8 ~ 10mm of diameter, in order to punching stick punching, after the completion of punching stick punching, can by welding,
Punching stick is fixed, punching stick mounting means using integrally being penetrated along pre-buried axially bored line, while in order to avoid structure size compared with
The case where causing rod iron that can not pass through because of reserved bore deformation in the high pier of big rectangle, can be used two rod irons respectively from
Pier stud preformed hole both ends penetrate, and wear to pier stud center.The installation of punching stick is manually installed using crane cooperation, to pre- before installation
Interior sundries of boxing out is cleared up, and is such as penetrated and is obstructed, and can be penetrated by manually shaking rod iron, and with hammer rod iron.
S22: anchor ear is covered on corresponding punching stick, then locks the bolt connection assembly on anchor ear, make by anchor ear installation
Obtaining anchor ear cannot relatively move with punching stick, and guarantee that the top end surface of anchor ear is in horizontality, further,
Before anchor ear installation, one layer of rubber cushion blocks are wrapped up on the punching stick, rubber cushion blocks can increase rubbing for anchor ear and punching stick
Power is wiped, after being installed, need to check whether anchor ear is close to punching stick contact surface, whether bolt is tightened, anchor ear top half water
The levelness of plain plate；
S23: wedge-shaped adjusting block installation: pairs of wedge-shaped adjusting block is mounted on anchor ear, and guarantees the top of wedge-shaped regulating device
Portion is in horizontality, measures the vertical height of wedge-shaped regulating device, then according to design requirement, adjusts hanging down for wedge-shaped adjusting block
Straight height, by adjusting the height of wedge-shaped adjusting block, controllable bent cap pours the absolute altitude of mould, so that pouring for bent cap is vertical
Height is guaranteed.
S3: bent cap pours, and stringer and spreader beam is set up on wedge-shaped adjusting block, and install bent cap on stringer and spreader beam
Mould is poured, concreting is then used, and maintenance is carried out to concrete and forms bent cap, specifically, bent cap is poured including following
Step:
S31: stringer, distribution erection select fashioned iron to install stringer, spreader beam on the wedge-shaped adjusting block, and guarantee stringer
With the vertical height and levelness of spreader beam, selected stringer and spreader beam are steel profile, preferably I-steel；
S32: the installation of bent cap bed die goes out bent cap bed die using shape extrusion, and bent cap bed die is fixedly mounted on stringer and distribution
Liang Shang；
S33: reinforcement installation is laid with bent cap on bent cap bed die and is poured required reinforcing bar using steel profile；
S34: bent cap side form installation goes out bent cap side form using shape extrusion, and by side form installation on bent cap bed die, to be formed
Bent cap pours chamber；
S35: the concreting stirred evenly to bent cap is poured intracavitary, formation bent cap germule by concreting；
S36: concrete curing covers building and health of sprinkling water on the surface of bent cap germule, after concrete strength meets the requirements,
In the present embodiment, dismountable side form is put when concrete strength reaches 2.5MPa, and in time by exposed bent cap germule overburden soil
Work cloth and health of sprinkling water, removable cover beam bottom board after concrete strength reaches the 80% of design strength.
S4: removing bent cap and pour mould, and bent cap is poured mould and is removed, and casing is crammed, and completes bent cap and sets up；
In the present embodiment, the dismounting bent cap pour mould the following steps are included:
S41: removing wedge-shaped adjusting block, loosens locking nut, the vertical height decline of wedge-shaped adjusting block so that stringer, point
Cloth beam and the decline of bent cap bed die vertical height, so that bent cap bed die is detached from bent cap, then with hanging device removal bent cap
Then bed die, stringer and spreader beam are again removed wedge-shaped adjusting block；
S42: removing anchor ear, the bolt connection assembly on anchor ear is loosened, so that anchor ear and punching stick can relatively rotate, then
Continue to loosen anchor ear, until the lower half portion of the top half of anchor ear and anchor ear is taken out；
S43: it crams casing: taking out the punching stick in casing, then will cover effective mortar and cram.
Further, the anchor ear used in the present embodiment one and embodiment two and wedge-shaped adjusting block, connection relationship
With structure as shown in Fig. 1 ~ Fig. 3, adjustment hole 2 is offered on wedge-shaped adjusting block 1, adjustment hole 2 is passed through to pull rod 3 and to pull rod 3
Both ends are locked by locking nut 4, and wedge-shaped adjusting block 1 is mounted on anchor ear, and anchor ear includes briquetting 5, supporting block 6 and for locking
Press the bolt connection assembly 7 of block 5 Yu supporting block 6, accommodation groove 8 is offered in supporting block 6, the end portion of punching stick, which is located at, to be held
It sets in slot 8, and punching stick is held between briquetting 5 and supporting block 6, further, briquetting 5 is in "Ji" type structure, and is worn
The upper part of axle is located in the groove of briquetting 5, is provided with stiffener plate, stiffener plate on two lateral wall of groove of briquetting 5
The structural strength that can guarantee briquetting 5 avoids briquetting 5 in load-bearing bent cap, deformation, pressure break occurs, so that security risk is caused,
In the present embodiment, supporting block 6 includes connecting plate 9, the first support plate, the second support plate, and accommodation groove 8 is separately positioned on first
On fagging and the second support plate, and the both ends of the first support plate and the second support plate pass through connecting plate 9 and are connected, further,
Ribs 10 is additionally provided between first support plate and the second support plate.
It in the present embodiment, is not only set up with bent cap, applies also for binder erection, the support of punching stick genealogy of law beam is adjusted
System construction method is consistent with punching stick method bent cap support regulating system construction method.
" one embodiment ", " another embodiment ", " embodiment ", " preferred implementation spoken of in the present specification
Example " etc., referring to combining specific features, structure or the feature of embodiment description includes describing extremely in the application generality
In few one embodiment.It is not centainly to refer to the same embodiment that statement of the same race, which occur, in multiple places in the description.Into one
For step, when describing a specific features, structure or feature in conjunction with any embodiment, what is advocated is to combine other implementations
Example realizes that this feature, structure or feature are also fallen within the scope of the present invention.
Although reference be made herein to invention has been described for multiple explanatory embodiments of the invention, however, it is to be understood that
Those skilled in the art can be designed that a lot of other modification and implementations, these modifications and implementations will fall in this Shen
It please be within disclosed scope and spirit.More specifically, disclose in the application, drawings and claims in the range of, can
With the building block and/or a variety of variations and modifications of layout progress to theme combination layout.In addition to building block and/or layout
Outside the modification and improvement of progress, to those skilled in the art, other purposes also be will be apparent.
Claims (6)
1. punching stick method bent cap support regulating system construction method, it the following steps are included:
S1: pier stud pours: building Pier Formwork, and the service sleeve on Pier Formwork, then forms pier using concreting
Column；
S2: installation punching stick anchor ear device, it includes the following steps,
S21: by punching stick alignment sleeve, punching stick is nested into casing for the installation of punching stick；
S22: anchor ear is covered on corresponding punching stick, then locks the bolt connection assembly on anchor ear, so that embracing by anchor ear installation
Hoop cannot be relatively moved with punching stick, and guarantee that the top end surface of anchor ear is in horizontality；
S23: wedge-shaped adjusting block installation: pairs of wedge-shaped adjusting block is mounted on anchor ear, and guarantees the top of wedge-shaped regulating device
Portion is in horizontality, measures the vertical height of wedge-shaped regulating device, then according to design requirement, adjusts hanging down for wedge-shaped adjusting block
Straight height；
S3: bent cap pours, and stringer and spreader beam are set up on wedge-shaped adjusting block, and installs bent cap on stringer and spreader beam and pour
Then mould uses concreting, and carries out maintenance to concrete and form bent cap；
S4: removing bent cap and pour mould, and bent cap is poured mould and is removed, and casing is crammed, and completes bent cap and sets up.
2. punching stick method bent cap according to claim 1 supports regulating system construction method, it is characterised in that: the set
Pipe is pvc pipe, and the nozzle diameter of pvc pipe is greater than 8 ~ 10mm of the punching stick diameter.
3. punching stick method bent cap according to claim 1 supports regulating system construction method, it is characterised in that: pacify in anchor ear
Before dress, one layer of rubber cushion blocks are wrapped up on the punching stick.
4. punching stick method bent cap according to claim 1 supports regulating system construction method, it is characterised in that: the bent cap
Pour the following steps are included:
S31: stringer, distribution erection select fashioned iron to install stringer, spreader beam on the wedge-shaped adjusting block, and guarantee stringer
With the vertical height and levelness of spreader beam；
S32: the installation of bent cap bed die goes out bent cap bed die using shape extrusion, and bent cap bed die is fixedly mounted on stringer and distribution
Liang Shang；
S33: reinforcement installation is laid with bent cap on bent cap bed die and is poured required reinforcing bar using steel profile；
S34: bent cap side form installation goes out bent cap side form using shape extrusion, and by side form installation on bent cap bed die, to be formed
Bent cap pours chamber；
S35: the concreting stirred evenly to bent cap is poured intracavitary, formation bent cap germule by concreting；
S36: concrete curing covers building and health of sprinkling water on the surface of bent cap germule, after concrete strength meets the requirements,
Bent cap side form is removed, and in time by exposed bent cap germule covering geotextiles and health of sprinkling water.
5. punching stick method bent cap according to claim 4 supports regulating system construction method, it is characterised in that: described tears open
Mould is poured except bent cap the following steps are included:
S41: removing wedge-shaped adjusting block, loosens locking nut, the vertical height decline of wedge-shaped adjusting block so that stringer, point
Cloth beam and the decline of bent cap bed die vertical height, so that bent cap bed die is detached from bent cap, then with hanging device removal bent cap
Then bed die, stringer and spreader beam are again removed wedge-shaped adjusting block；
S42: removing anchor ear, the bolt connection assembly on anchor ear is loosened, so that anchor ear and punching stick can relatively rotate, then
Continue to loosen anchor ear, until the lower half portion of the top half of anchor ear and anchor ear is taken out；
S43: it crams casing: taking out the punching stick in casing, then will cover effective mortar and cram.
6. punching stick method bent cap according to claim 5 supports regulating system construction method, it is characterised in that: the stringer
It is steel I-beam with spreader beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810897993.5A CN108930224A (en) | 2018-08-08 | 2018-08-08 | Punching stick method bent cap supports regulating system construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810897993.5A CN108930224A (en) | 2018-08-08 | 2018-08-08 | Punching stick method bent cap supports regulating system construction method |
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| CN108930224A true CN108930224A (en) | 2018-12-04 |
Family
ID=64445812
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| CN201810897993.5A Withdrawn CN108930224A (en) | 2018-08-08 | 2018-08-08 | Punching stick method bent cap supports regulating system construction method |
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| Country | Link |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109706846A (en) * | 2019-02-28 | 2019-05-03 | 青岛瑞源工程集团有限公司 | High, narrow bridge bent cap punching rod iron construction method for sloped ground |
| CN111622503A (en) * | 2020-07-02 | 2020-09-04 | 中交路桥华南工程有限公司 | Height-adjustable cushion block |
| CN111893897A (en) * | 2020-08-13 | 2020-11-06 | 中国水利水电第八工程局有限公司 | Supporting device for bridge capping beam construction and bridge capping beam construction method |
| CN113089501A (en) * | 2021-04-02 | 2021-07-09 | 浙江交工集团股份有限公司 | Self-locking type profile steel support frame for large cantilever bent cap construction |
| CN115418966A (en) * | 2022-09-28 | 2022-12-02 | 中国水利水电第八工程局有限公司 | Aqueduct cast-in-place supporting method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100840191B1 (en) * | 2007-12-24 | 2008-06-23 | 노윤근 | The bridge section expansion method of construction for which steel synthetic concrete steel pipe and this were used |
| CN201224869Y (en) * | 2008-10-27 | 2009-04-22 | 中铁九局集团有限公司 | Circular pier capping beam supporting device |
| CN205062671U (en) * | 2015-10-19 | 2016-03-02 | 中交第一公路工程局有限公司 | A drift structure that is geared to needs of job for bent cap construction |
| CN105803946A (en) * | 2016-05-12 | 2016-07-27 | 中铁十局集团第二工程有限公司 | Quickly adjustable bracket for cap beam and construction method of quickly adjustable bracket for cap beam |
| CN206591449U (en) * | 2017-02-16 | 2017-10-27 | 柳州欧维姆工程有限公司 | Hood type automatic leveling anchor for CFST Arch Bridge suspender replacement |
| CN108149581A (en) * | 2018-01-08 | 2018-06-12 | 广西路桥工程集团有限公司 | A kind of adjustable for height bent cap stent and method |
-
2018
- 2018-08-08 CN CN201810897993.5A patent/CN108930224A/en not_active Withdrawn
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100840191B1 (en) * | 2007-12-24 | 2008-06-23 | 노윤근 | The bridge section expansion method of construction for which steel synthetic concrete steel pipe and this were used |
| CN201224869Y (en) * | 2008-10-27 | 2009-04-22 | 中铁九局集团有限公司 | Circular pier capping beam supporting device |
| CN205062671U (en) * | 2015-10-19 | 2016-03-02 | 中交第一公路工程局有限公司 | A drift structure that is geared to needs of job for bent cap construction |
| CN105803946A (en) * | 2016-05-12 | 2016-07-27 | 中铁十局集团第二工程有限公司 | Quickly adjustable bracket for cap beam and construction method of quickly adjustable bracket for cap beam |
| CN206591449U (en) * | 2017-02-16 | 2017-10-27 | 柳州欧维姆工程有限公司 | Hood type automatic leveling anchor for CFST Arch Bridge suspender replacement |
| CN108149581A (en) * | 2018-01-08 | 2018-06-12 | 广西路桥工程集团有限公司 | A kind of adjustable for height bent cap stent and method |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109706846A (en) * | 2019-02-28 | 2019-05-03 | 青岛瑞源工程集团有限公司 | High, narrow bridge bent cap punching rod iron construction method for sloped ground |
| CN111622503A (en) * | 2020-07-02 | 2020-09-04 | 中交路桥华南工程有限公司 | Height-adjustable cushion block |
| CN111893897A (en) * | 2020-08-13 | 2020-11-06 | 中国水利水电第八工程局有限公司 | Supporting device for bridge capping beam construction and bridge capping beam construction method |
| CN111893897B (en) * | 2020-08-13 | 2022-05-24 | 中国水利水电第八工程局有限公司 | Supporting device for bridge capping beam construction and bridge capping beam construction method |
| CN113089501A (en) * | 2021-04-02 | 2021-07-09 | 浙江交工集团股份有限公司 | Self-locking type profile steel support frame for large cantilever bent cap construction |
| CN115418966A (en) * | 2022-09-28 | 2022-12-02 | 中国水利水电第八工程局有限公司 | Aqueduct cast-in-place supporting method |
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Application publication date: 20181204 |