CN110158467A - A kind of narrow regional combined type dragging suspension basket merogenesis installation method - Google Patents

A kind of narrow regional combined type dragging suspension basket merogenesis installation method Download PDF

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Publication number
CN110158467A
CN110158467A CN201810186978.XA CN201810186978A CN110158467A CN 110158467 A CN110158467 A CN 110158467A CN 201810186978 A CN201810186978 A CN 201810186978A CN 110158467 A CN110158467 A CN 110158467A
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China
Prior art keywords
installation
longitudinal grider
bracket
main longitudinal
main
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CN201810186978.XA
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CN110158467B (en
Inventor
雷明深
唐诚
李剑
李超
魏勇
赵显旬
李小勇
曾晋
吴君
陈传友
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CRCC Harbour and Channel Engineering Bureau Group Co Ltd
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CRCC Harbour and Channel Engineering Bureau Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods 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)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of narrow regional combined type dragging suspension basket merogenesis installation methods, include the following steps, step 1: using completing distribution beam plank and dragging track on 0# block bracket, it is first using one Pin frontal arc of tower crane installation, step 2: forming entirety using main longitudinal grider after tower crane installation lateral ties and the 2nd Pin makes ballast completely on bracket, step 3: slowly Hanging Basket is migrated in place along track using cucurbit, step 4: triangle main couple slings main longitudinal grider, step 5: inside main couple is all installed and lifts main longitudinal grider, step 6: installation carrying platform truss and outer triangle main couple, step 9: lateral ties are installed again, step 10: it is laid with track, pulley is installed under girder, step 11: the connection steel band between installation piston shoes and carrying platform, step 12: by the anchoring of second bracket it is in place after can be after It continues away, step 14: embedded first time sliding rail root preformed hole, then assembled subsequent main longitudinal grider III and second of sliding rail.

Description

A kind of narrow regional combined type dragging suspension basket merogenesis installation method
Technical field
The present invention relates to a kind of construction techniques, specifically a kind of narrow regional combined type dragging suspension basket merogenesis installation side Method.
Background technique
Combined type dragging suspension basket is to be cared in Hanging Basket stringer front end using the suspension cable of segment to be poured to form front fulcrum, Hanging Basket rear end is anchored at and has been poured on beam section bottom plate, since bridge need to set for single cable plane architecture front end mould to stability is poor It sets central bearing point to be balanced, load is transmitted to by girder and king-tower using the mode of transfer force that hanging and guy rope combine respectively, is used for Beam face, wing plate be wider and section is approximately the single cable plane cantilever prestressed concrete cable-stayed bridge of up-side down triangle, bears beam body self weight And construction loads and the large scale equipment that can continuously push ahead construction.This Hanging Basket is that comprehensive central bearing point Hanging Basket and dragging suspension basket are applied Work process characteristic and formed, it is more heavier than common Hanging Basket and in large scale.Its mounting means, which just seems, to be even more important, conventional to install There are mainly two types of engineering methods, the first, it sets up temporary construction platform and large-scale lifting appliance assemble in situ combined type guy rope is recycled to hang Basket engineering method;Second of utilization lifting appliance first installs temporary continuation tackling system on beam face, then immediately below predetermined position Bottom basket system is completed in face, and entire bottom basket is promoted to predetermined altitude using the tackling system of installation and is installed in place.But in recent years To build investment with national basis and increase, bridge need to be built in many places deep in the mountains, encounter that bridge height is larger and place is narrow Small area is constructed according to above-mentioned engineering method, and not only cost is big, and some also needs progress massif excavation that can just vacate place, security risk Greatly actually unwise act, therefore, it is necessary to a kind of actual installation methods in more fitting scene, and can not destory the scene natural environment Natural hybridized orbit is reduced, safety, completion installation task quickly, economic are reached.
Summary of the invention
It is above-mentioned to solve the purpose of the present invention is to provide a kind of narrow regional combined type dragging suspension basket merogenesis installation method The problem of being proposed in background technique.
To achieve the above object, the invention provides the following technical scheme:
A kind of narrow regional combined type dragging suspension basket merogenesis installation method, includes the following steps;
Step 1: using distribution beam plank and dragging track is completed on 0# block bracket, one Pin frontal arc head of tower crane installation is utilized
Step 2: forming entirety using main longitudinal grider after tower crane installation lateral ties and the 2nd Pin makes ballast completely on bracket;
Step 3: slowly Hanging Basket is migrated in place along track using 5t cucurbit;
Step 4: it migrates and triangle main couple above arc first section is installed afterwards in place and slings main longitudinal grider, after so that bracket is reduced stress 2nd Pin segmental arc is installed;
Step 5: inside main couple is all installed and lifts main longitudinal grider;
Step 6: installation carrying platform truss and outer triangle main couple;
Step 7: various operation platforms, slide plate, template etc. are installed;
Step 8: tension structure, thrust structure are installed after to the construction of 1# block;
Step 9: removing main couple lateral ties inside and outside top, main couple walking 3.6m in top, outer main couple walking 3.4m, After all walkings in place, lateral ties are installed again;
Step 10: it is laid with track, pulley is installed under girder, when main longitudinal grider skids off about 20cm, by intermediate bracket anchoring temporarily In 1# block bottom plate;
Step 11: the connection steel band between installation piston shoes and carrying platform;
Step 12: walking about 2m or so will can walk on after the anchoring in place of second bracket until in place;
Step 13: spreading main longitudinal grider II and first time sliding rail are installed into walking section anchoring again;
Step 14: first time sliding rail root preformed hole is buried in construction 1# block segment, by the mobile 2.6m of bottom sliding rail, then spells Subsequent main longitudinal grider III and second of sliding rail are filled, good after installation to move 3.4m again, so far Hanging Basket is whole all installs, and carries out The construction of 2# block section standard paragraphs.
As a further solution of the present invention: lifting by crane in the step 4 on mounting rail and it is anchored simultaneously after triangle main couple The jack up units such as lifting jack are installed.
As further scheme of the invention: distribution beam is securely welded with bracket in the step 1, distribution beam bottom Add lateral diagonal brace.
Compared with prior art, the beneficial effects of the present invention are: this method efficiently solves and field larger in bridge height The bottom basket in the narrow area in ground is promoted to predetermined altitude and installs installation lifting problem in place, and being not required to excavation massif can lift by crane, Construction cost is greatly reduced, safety reliability is high, while not destroying local natural environment, reduces natural hybridized orbit.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of narrow regional combined type dragging suspension basket merogenesis installation method.
Fig. 2 is main longitudinal grider and the uninstalled structural representation of tower crane in narrow regional combined type dragging suspension basket merogenesis installation method Figure.
Fig. 3 is the structural representation in narrow regional combined type dragging suspension basket merogenesis installation method after main longitudinal grider handling installation Figure.
Fig. 4 is the final molding figure in narrow regional combined type dragging suspension basket merogenesis installation method.
In figure: 1-0# block;2- bracket;3- main longitudinal grider platform truss;4- tripod;5- arc is first;6- distribution beam.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1~4, in the embodiment of the present invention, a kind of narrow regional combined type dragging suspension basket merogenesis installation method, packet Include following steps:
Step 1: using distribution beam plank and dragging track is completed on 0# block bracket, one Pin frontal arc head of tower crane installation is utilized;
Step 2: forming entirety using main longitudinal grider after tower crane installation lateral ties and the 2nd Pin makes ballast completely on bracket, keeps away Exempt to cause main longitudinal grider to be turned on one's side because of counterweight deficiency;
Step 3: slowly Hanging Basket is migrated in place along track using 5t cucurbit;
Step 4: it migrates and triangle main couple above arc first section is installed afterwards in place and slings main longitudinal grider, after so that bracket is reduced stress 2nd Pin segmental arc is installed;
Step 5: inside main couple is all installed and lifts main longitudinal grider;
Step 6: installation carrying platform truss and outer triangle main couple;
Step 7: various operation platforms, slide plate, template etc. are installed;
Step 8: tension structure, thrust structure are installed after to the construction of 1# block;
Step 9: removing main couple lateral ties inside and outside top, main couple walking 3.6m in top, outer main couple walking 3.4m, After all walkings in place, lateral ties are installed again;
Step 10: it is laid with track, pulley is installed under girder, when main longitudinal grider skids off about 20cm, by intermediate bracket anchoring temporarily In 1# block bottom plate;
Step 11: the connection steel band between installation piston shoes and carrying platform;
Step 12: walking about 2m or so will can walk on after the anchoring in place of second bracket until in place;
Step 13: spreading main longitudinal grider II and first time sliding rail are installed into walking section anchoring again;
Step 14: first time sliding rail root preformed hole is buried in construction 1# block segment, by the mobile 2.6m of bottom sliding rail, then spells Subsequent main longitudinal grider III and second of sliding rail are filled, good after installation to move 3.4m again, so far Hanging Basket is whole all installs, and carries out The construction of 2# block section standard paragraphs.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art The other embodiments being understood that.

Claims (3)

1. a kind of narrow regional combined type dragging suspension basket merogenesis installation method, which is characterized in that include the following steps;
Step 1: using distribution beam plank and dragging track is completed on 0# block bracket, one Pin frontal arc head of tower crane installation is utilized;
Step 2: forming entirety using main longitudinal grider after tower crane installation lateral ties and the 2nd Pin makes ballast completely on bracket;
Step 3: slowly Hanging Basket is migrated in place along track using 5t cucurbit;
Step 4: it migrates and triangle main couple above arc first section is installed afterwards in place and slings main longitudinal grider, after so that bracket is reduced stress 2nd Pin segmental arc is installed;
Step 5: inside main couple is all installed and lifts main longitudinal grider;
Step 6: installation carrying platform truss and outer triangle main couple;
Step 7: various operation platforms, slide plate, template etc. are installed;
Step 8: tension structure, thrust structure are installed after to the construction of 1# block;
Step 9: removing main couple lateral ties inside and outside top, main couple walking 3.6m in top, outer main couple walking 3.4m, After all walkings in place, lateral ties are installed again;
Step 10: it is laid with track, pulley is installed under girder, when main longitudinal grider skids off about 20cm, by intermediate bracket anchoring temporarily In 1# block bottom plate;
Step 11: the connection steel band between installation piston shoes and carrying platform;
Step 12: walking about 2m or so will can walk on after the anchoring in place of second bracket until in place;
Step 13: spreading main longitudinal grider II and first time sliding rail are installed into walking section anchoring again;
Step 14: first time sliding rail root preformed hole is buried in construction 1# block segment, by the mobile 2.6m of bottom sliding rail, then spells Subsequent main longitudinal grider III and second of sliding rail are filled, good after installation to move 3.4m again, so far Hanging Basket is whole all installs, and carries out The construction of 2# block section standard paragraphs.
2. the narrow regional combined type dragging suspension basket merogenesis installation method of one kind according to claim 1, which is characterized in that institute It states to lift by crane in step 4 and it is anchored after triangle main couple on mounting rail and the jack up units such as lifting jack are installed.
3. the narrow regional combined type dragging suspension basket merogenesis installation method of one kind according to claim 1, which is characterized in that institute It states distribution beam in step 1 securely to weld with bracket, distribution beam bottom adds lateral diagonal brace.
CN201810186978.XA 2018-03-07 2018-03-07 Sectional installation method for composite guy cable hanging basket in narrow region Active CN110158467B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116695589A (en) * 2023-06-21 2023-09-05 中铁广州工程局集团有限公司 A construction method for overall assembly and lifting of a dragline hanging basket structure

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CN1123861A (en) * 1995-08-28 1996-06-05 铁道部大桥工程局 Construction of prestressed concrete stayed cable bridge
CN201952737U (en) * 2011-01-30 2011-08-31 中交三航局第三工程有限公司 Stay rope hanging basket suitable for wide double plane cable stayed bridge
CN103243658A (en) * 2013-05-16 2013-08-14 中交路桥华南工程有限公司 Guyed traveler for cable-stayed bridge and assembly method for guyed traveler
CN105421246A (en) * 2015-12-23 2016-03-23 中铁大桥局集团第五工程有限公司 Installation method of towing cable hanging baskets
RU2612050C1 (en) * 2015-10-22 2017-03-02 Федеральное бюджетное образовательное учреждение высшего профессионального образования "Морской государственный университет имени адмирала Г.И. Невельского" Construction method of cable-stayed bridge above sea navigable strait
CN207073074U (en) * 2017-06-29 2018-03-06 中国铁建大桥工程局集团有限公司 A kind of box-like bracket of Hanging Basket assisted group

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Publication number Priority date Publication date Assignee Title
CN1123861A (en) * 1995-08-28 1996-06-05 铁道部大桥工程局 Construction of prestressed concrete stayed cable bridge
CN201952737U (en) * 2011-01-30 2011-08-31 中交三航局第三工程有限公司 Stay rope hanging basket suitable for wide double plane cable stayed bridge
CN103243658A (en) * 2013-05-16 2013-08-14 中交路桥华南工程有限公司 Guyed traveler for cable-stayed bridge and assembly method for guyed traveler
RU2612050C1 (en) * 2015-10-22 2017-03-02 Федеральное бюджетное образовательное учреждение высшего профессионального образования "Морской государственный университет имени адмирала Г.И. Невельского" Construction method of cable-stayed bridge above sea navigable strait
CN105421246A (en) * 2015-12-23 2016-03-23 中铁大桥局集团第五工程有限公司 Installation method of towing cable hanging baskets
CN207073074U (en) * 2017-06-29 2018-03-06 中国铁建大桥工程局集团有限公司 A kind of box-like bracket of Hanging Basket assisted group

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116695589A (en) * 2023-06-21 2023-09-05 中铁广州工程局集团有限公司 A construction method for overall assembly and lifting of a dragline hanging basket structure
CN116695589B (en) * 2023-06-21 2024-12-17 中铁广州工程局集团有限公司 Integral assembling and lifting construction method for guy rope hanging basket structure

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Inventor after: Li Xiaoyong

Inventor after: Chen Chuanyou

Inventor after: Lei Mingshen

Inventor after: Tang Cheng

Inventor after: Li Jian

Inventor after: Li Chao

Inventor after: Wei Yong

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