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Combination slip-on steel structure beam platform and prefabricated box girder combined slip-on method

A technology for making beam pedestals and steel structures, applied in the direction of manufacturing tools, ceramic molding machines, etc., can solve problems such as uncivilization, difficulties for bridge builders, and impact on quality, so as to achieve reasonable overall structure design, stable overall fixed connections, and easy disassembly and assembled effect

Active Publication Date: 2017-02-15
HENAN HIGHWAY ENG GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The most obvious manifestation is the problem of temporary land acquisition for prefabricated yards: on the one hand, our country has limited arable land resources, and the state has increased the management of temporary land occupation. , In mountainous areas, beside rivers or in urban areas, even if you want to spend a lot of money to acquire land, there is no condition, because it is difficult to find a large and relatively flat site in these places, which brings great difficulties to the choice of prefabricated sites. Puzzled
It is often "beams waiting for piers" in the early stage and "beams waiting for piers" in the later stage, resulting in the final rush for the construction period, which not only affects the quality, but also increases the construction cost. Environmental friendly
[0003] Under the general construction scale, there are usually hundreds of beams and slabs in a project, and as many as thousands of beams and slabs, and the lengths of these beams and slabs are different (often a mixture of several specification length spans, such as 20m, 25m, 30m, 40m, etc. , but due to the design of the national stereotyped drawing, the width of the bottom slab is the same), according to the routine, it is necessary to temporarily requisition tens of acres or more of land to arrange the girder bases of these girders with different span lengths, which has become a bottleneck problem for decades , has brought great difficulties to the majority of bridge builders

Method used

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  • Combination slip-on steel structure beam platform and prefabricated box girder combined slip-on method
  • Combination slip-on steel structure beam platform and prefabricated box girder combined slip-on method
  • Combination slip-on steel structure beam platform and prefabricated box girder combined slip-on method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] Embodiment one: see Figure 1-Figure 8 , taking two prefabricated box girders with lengths of 25m and 30m and the same beam bottom width as an example. A combined sleeve-type steel structure beam platform, the bottom of which is a concrete foundation cap 1, and the foundation cap 1 is provided with pre-embedded fixing bolts 15, and the upper part of the fixing bolts 15 is provided with a screw that rotates around the fixing bolts. Pressing plate 16, according to the effect of the downward component force generated by the prestress applied to the prefabricated box girder of two different specifications during the manufacturing process, such as Figure 1-Figure 3 As shown, the concrete thickness of the common segment in the middle is 350mm, the concrete thickness of the assembled segment corresponding to the 25m prefabricated box girder is 800mm, and the concrete of the assembled segment corresponding to the 30m prefabricated box girder The thickness is 900mm, and the la...

Embodiment 2

[0041] Embodiment two: see Figure 1-Figure 8 , a kind of prefabricated box girder composite punching method using the steel structure beam pedestal described in Embodiment 1, comprising the following steps:

[0042] (1) According to the different types of prefabricated box girders that need to be built, determine the layout type of the foundation cap of the prefabricated yard, and at the same time follow the principle of the length of the shared segment as long as possible and the reasonable combination of the assembled segments to carry out the steel structure beam platform the design of;

[0043] (2) Arrangement of the foundation cap: According to the stress of each section of the foundation cap corresponding to different box girder types in the box girder manufacturing process, the construction of each section of the foundation cap is carried out, such as Figure 1-Figure 3 As mentioned above, the concrete thickness of each section is reasonably designed to meet the force...

Embodiment 3

[0047] Embodiment three: see Figure 1-Figure 8 , the structure of this embodiment is basically the same as that of Embodiment 1, and the similarities will not be repeated. Step (5), until all the box girder types of the combined package are completed.

[0048] According to the needs of working conditions, when several different types of box girders need to be prefabricated alternately, for example, 20 pieces of 30m box girders are made first, and then 10 pieces of 25m box girders are made. When the 30m box girder is being manufactured, the gantry crane is used to reasonably carry out the assembly and assembly of the steel structure girder pedestal, and the combination of different types of prefabricated box girders is carried out in an orderly manner.

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Abstract

The invention belongs to the technical field of civil engineering. A combined slip-on steel structure beam-making pedestal and a prefabricated box girder combined slip-on method, the bottom of which is a foundation cap made of concrete, and the beam-making pedestal includes a common segment arranged in the middle of the foundation cap and a symmetrical arrangement Sleeve assembled segments at both ends of the shared segment, the shared segment is assembled from multi-segment segment units, and a hanging beam hole is arranged between the shared segment and the set assembled segment, and the hanging beam hole There is a movable roof on the top, and the movable roof is connected with the common segment and the assembled segment by tongue and groove, and the combination of different types of box girders is performed through this steel structure beam base.

Description

technical field [0001] The invention belongs to the technical field of civil engineering, and in particular relates to a combination-slip-on steel structure girder base and a prefabricated box girder combined-slapping method. Background technique [0002] According to incomplete statistics, most of the bridge superstructures in China and even in the world are fabricated prefabricated beam-slab structures. Taking China as an example, hundreds of bridges of this type are being built every year, and the number of prefabricated beams and slabs is even more astonishing. However, there are still many unsolved problems so far. The most obvious manifestation is the problem of temporary land acquisition for prefabricated yards: on the one hand, our country has limited arable land resources, and the state has increased the management of temporary land occupation. , In mountainous areas, beside rivers or in urban areas, even if you want to spend a lot of money to acquire land, there i...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): B28B23/06
CPCB28B23/06
Inventor 王春赵培松孙磊王雪余振兵姬中达孙会刚龚义海王清明杨庆波孙富钢张俊玲李顺红朱晓军易向阳
Owner HENAN HIGHWAY ENG GROUP
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