Construction method for dismantling temporary support system of prefabricated small box girder type concealed cover beam of road and bridge

A construction method and technology of small box girder, applied in the direction of bridge, bridge construction, bridge maintenance, etc., can solve the problems of inapplicability, improve the efficiency of bridge deck construction, and be limited to the scope of the bearing platform, and achieve the effect of good applicability

Active Publication Date: 2021-03-23
NINGBO MUNICIPAL ENG CONSTR GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Since the supporting system is designed for the road and bridge construction where the main bridge is a PC hollow slab girder (span 20m, girder height 90cm, single girder weight 22.2 tons), the main bridge is a prefabricated small box girder (90 tons / piece , which is more than three times that of the PC hollow slab girder), such a support system is not applicable due to the limitation of the bearing capacity; in addition, more importantly, the support system is limited to the scope of the bearing platform, and In the truss system adopted, in order to reduce the length ratio of the main support column, dense rods are set in the support area, so vehicles (used to carry the components of the support system or prefabricated small box girders) cannot pass through during construction, thus increasing the The removal of the support system and the inability to improve the efficiency of bridge deck construction by increasing the transport capacity

Method used

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  • Construction method for dismantling temporary support system of prefabricated small box girder type concealed cover beam of road and bridge
  • Construction method for dismantling temporary support system of prefabricated small box girder type concealed cover beam of road and bridge
  • Construction method for dismantling temporary support system of prefabricated small box girder type concealed cover beam of road and bridge

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Experimental program
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Embodiment 1

[0074] Such as figure 1 As shown, this embodiment discloses a cantilever support system for the support of prefabricated small box girder type concealed cover girders of road bridges; including main girder 11, main pier support system, and side pier support system 34; wherein:

[0075] The main girder 11 is along the lateral side of the road bridge pier (the lateral direction refers to the width direction of the road bridge deck, and the attached figure 1 The horizontal direction) layout is composed of two splicing sections, which are the main beam section a supported by the main pier support system and the side pier support system 34 at one end, and the other end can be spliced ​​with the main beam section a Main girder girder section b, road and bridge pier includes main pier and side pier; main pier includes main pier cap 21 and main pier column 22 located on main pier cap 21, side pier includes side pier cap 31 and side pier cap 31 The side pier column 32 on the pier supp...

Embodiment 2

[0086] Such as figure 2 As shown, the difference between Embodiment 1 of the present invention and Embodiment 2 is that the support system described in this embodiment is a temporary support system for a prefabricated small box girder type concealed cover girder of a long-span road bridge, wherein: the main girder 11 consists of three sections The main girder sections are spliced ​​together, and the three main girder sections are respectively the main girder section a, the first main girder section b, and the second main girder section b; among them, the main girder section a is assembled with the main truss system ; the first main beam section b, one end is supported on the side pier cap of the first side pier, and the other end is spliced ​​with one end of the main beam section a; the second main beam section b is supported on the second side by one end On the side pier cap of the pier, the other end is spliced ​​with the other end of the main beam section a. In addition, ...

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Abstract

The invention discloses a construction method for dismantling a temporary support system of a prefabricated small box girder type concealed cover girder of a road bridge. The demolition construction method includes the following steps: (1) removal of the cantilever beam; (2) removal and loading of the side pier support system; (3) removal and loading of the outer main beam section connected with the side pier support system; (4) Dismantling, translation, and falling of the beam section in the middle of the main beam connected to the supporting system of the main pier; (5) Lifting of the main truss system, landing on the side, and loading; (6) Dismantling of the vertical supporting system and pads of the main pier beam. It can be seen from this that the present invention can make the large-scale temporary support system (temporary support system of prefabricated small box girder type concealed cover girder of road and bridge) within the projection range of the prefabricated small box girder possess the possibility of quick dismantling after the erection of the prefabricated small box girder is completed, avoiding the Traditional large truck cranes, crawler cranes and other equipment require operating space.

Description

technical field [0001] The invention relates to a dismantling construction method, in particular to a dismantling construction method for dismantling a temporary support system of a prefabricated small box girder type concealed cover girder of a road bridge. [0002] The present invention also relates to a dismantling tool suitable for the above dismantling and dismantling construction method. Background technique [0003] Generally, the estimated cost of using cast-in-place box girders for main bridges of the same area is greater than the estimated cost of using prefabricated small box girders. Therefore, in terms of cost savings, choosing prefabricated small box girders for road and bridge deck construction can greatly reduce construction costs , At the same time, this construction method can also shorten the construction period. [0004] When the bridge deck of the road bridge is constructed with prefabricated small box girders, a number of parallel prefabricated small b...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01D24/00
CPCE01D22/00E01D2/04E01D21/00
Inventor 徐声亮陈巨峰谢含军奚康项志伟叶经斌程启领
Owner NINGBO MUNICIPAL ENG CONSTR GROUP
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