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On-site casting method for bottom peg burying in preformed grille under seaside levee

A technology of marking stones and grids, which is applied to the field of on-site pouring of measuring marking stones buried in the bottom of prefabricated grids under seaside flood control dikes, can solve problems such as scrapping marking stones, changes in concrete water-cement ratio, and affecting the quality of concrete marking stone foundations, and achieve The effect of construction technology saving money and wide application prospect

Active Publication Date: 2013-06-26
WUHAN SURVEYING GEOTECHN RES INST OF MCC
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] The pouring of concrete marker stones cannot be combined with prefabricated grids. The time for burying markers is very tight every day. The newly buried marker stones will be washed and submerged by the waves of high tide at any time. When the poured concrete marker stones do not reach the strength after initial setting, If the marker stone is washed and submerged, the water-cement ratio of the concrete will change, the cement slurry will be lost, and the concrete will even be washed away, which will seriously affect the quality of the concrete marker stone foundation, and even cause the marker stone to be scrapped.

Method used

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  • On-site casting method for bottom peg burying in preformed grille under seaside levee
  • On-site casting method for bottom peg burying in preformed grille under seaside levee
  • On-site casting method for bottom peg burying in preformed grille under seaside levee

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Embodiment 1

[0019] As shown in the figure, a method for on-site watering of measuring marker stones buried in the bottom of the prefabricated grid under the seaside flood control embankment: the steps are as follows:

[0020] ①. After waiting for the ebb tide of the seawater during the day to lay the mark stones, when the interior of the retaining wall 1 and the construction site are completely below the water level line 5, select an appropriate area in the foundation of the riprap slope 3 at the bottom of the anti-wave grille 2, and then use manual excavation. Excavation of foundation pits for marking stones;

[0021] The length×width×depth of the foundation pit is 0.4m×0.4m×0.5m——0.9m×0.9m×1m;

[0022] ②. Build a wave dam within one meter around the foundation pit with crushed stones first large and then small, and then add a sand cushion 8 outside the wave dam, fill the stone gaps, and lay plastic on the sand cushion 8. Film 9, pile up sand bag 6 on plastic film 9 again;

[0...

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Abstract

An on-site casting method for bottom peg burying in a preformed grille under a seaside levee includes the steps of burying pegs until the tide is out in the daytime, hurrying to select a proper area in a foundation of a riprap slope 3 at the bottom of a wave-resistant grille (2) when a construction part inside a retaining wall (1) is completely under a water level (5), and ditching foundation ditches used for peg burying through manual work. The on-site casting method for the bottom peg burying in the preformed grille under the seaside levee has the advantages that stone riprap under a seaside preformed unit is taken as a foundation, a plastic film-covering sand-pressing method is utilized on a seaside and a riverside, a concrete cast-in-place mode is adopted to bury survey marks, the method completely utilizes on-site natural conditions to ingeniously achieve under-water concrete cast-in-place successfully on a windy and wave-surfing slope of the seaside and the riverside under the conditions that the wave releasing measures of dewatering, well sinking and the like are not utilized, and the construction technology is money-saving, time-saving, successful at the first time, capable of being applied to peg burying projections of deformation monitoring along a river wall and a sea wall, and wide in application prospect.

Description

technical field [0001] The present invention relates to the field of making measurement markers on the seaside using prefabricated grids to hold down a large number of riprap rocks to make slopes for wave-proof slopes, in particular to a method for on-site watering of measurement markers buried in the bottom of prefabricated grids under seaside flood control embankments . Background technique [0002] Measuring marker stones are moved and buried in plains or mountains, etc. In the mud ponds by the river, especially at the seaside, the breakwaters are washed and submerged by waves without damaging the prefabricated grille, which is rarely done in the past. If you want to bury the measuring marker stones at the bottom of the prefabricated net, firstly, you must lift the grid or damage the grid to bury it. If you do that, you need to use a crane, which will damage the foundation due to the high cost. Second, add water reducing agent, Early strength agent and other measures to ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D15/00E02B3/04
CPCY02A10/11
Inventor 田红平周继东刘耀刘开生廖福华万超杰
Owner WUHAN SURVEYING GEOTECHN RES INST OF MCC
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