METHOD FOR MODIFYING CONCRETE SLAB ON SUBSIDED GROUND

Abstract

An object of the present invention is to provide a method for accurately modifying a concrete slab on subsided ground by injecting an expandable resin below the concrete slab more than once, which also allows for easy control of the work process. The method of the present invention as a means for resolution includes performing the following steps: on a concrete slab in an area including a region where ground subsidence has occurred, determining points to drill injection holes for injecting an expandable resin at a pitch of 0.5 to 2.0 m in a grid pattern; injecting an expandable resin below a point where the subsidence of the concrete slab is severest and expanding the expandable resin to push up the concrete slab at most 30 mm more than once.

Claims

1: A method for modifying a concrete slab on subsided ground, comprising injecting an expandable resin therebelow from an injection hole drilled in the concrete slab, the method including steps of: on a concrete slab in an area including a region where ground subsidence has occurred, determining points to drill injection holes for injecting an expandable resin at a pitch of 0.5 to 2.0 m in a grid pattern; specifying, from the determined points, a point where the subsidence of the concrete slab is severest; injecting an expandable resin therebelow from an injection hole drilled in the specified point; and expanding the expandable resin to push up the concrete slab at most 30 mm, sequentially followed by steps of: specifying a point where the subsidence of the concrete slab is severest after the previous step has been performed; injecting an expandable resin therebelow from an injection hole drilled in the specified point; and expanding the expandable resin to push up the concrete slab at most 30 mm, thereby making the entire concrete slab a predetermined height.

2: The method according to claim 1, wherein after the need for pushing up the concrete slab has been eliminated by previous steps, an expandable resin is injected below at least one point below which no expandable resin has yet been injected, and the expandable resin is expanded to fill a space that may be present therebelow and/or compact the ground therebelow.

3: The method according to claim 1, wherein the step of determining points to drill the injection holes for injecting the expandable resin includes points not only inside but also outside the region where the ground subsidence has occurred.

4: The method according to claim 1, wherein the step of expanding the expandable resin to push up the concrete slab at most 30 mm is by a single injection of the expandable resin.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0009] FIG. 1 A schematic diagram showing an example of a region where ground subsidence has occurred (within the frame), and examples of points () for drilling injection holes for injecting an expandable resin, which are determined in a grid pattern on a concrete slab in an area including the region.

MODE FOR CARRYING OUT THE INVENTION

[0010] The present invention is a method for modifying a concrete slab on subsided ground, comprising injecting an expandable resin therebelow from an injection hole drilled in the concrete slab. The method includes steps of: on a concrete slab in an area including a region where ground subsidence has occurred, determining points to drill injection holes for injecting an expandable resin at a pitch of 0.5 to 2.0 m in a grid pattern; specifying, from the determined points, a point where the subsidence of the concrete slab is severest; injecting an expandable resin therebelow from an injection hole drilled in the specified point; and expanding the expandable resin to push up the concrete slab at most 30 mm, sequentially followed by steps of: specifying a point where the subsidence of the concrete slab is severest after the previous step has been performed; injecting an expandable resin therebelow from an injection hole drilled in the specified point; and expanding the expandable resin to push up the concrete slab at most 30 mm, thereby making the entire concrete slab a predetermined height.

[0011] In the method of the present invention, points for drilling injection holes for injecting an expandable resin below the concrete slab are determined at a pitch of 0.5 to 2.0 min a grid pattern on the concrete slab in an area including a region where ground subsidence has occurred (see FIG. 1). The reason why the points are set not only inside but also outside the region where ground subsidence has occurred is as follows. Outside the region where ground subsidence has occurred, for example, there may be places where, although the concrete slab is not inclined (thus the concrete slab does not have to be pushed up), a space is present therebelow or the ground therebelow is weak due to ground subsidence. In such places, it is desirable that an expandable resin is injected and expanded, thereby filling the space or compacting the ground. The points are set at a pitch of 0.5 to 2.0 m in a grid pattern so that, under easy control of the work process, the expandable resin will be injected and expanded below the concrete slab uniformly in and around the region where ground subsidence has occurred. In the case where the pitch between a point and a point is more than 2.0 m, even when an expandable resin is injected below two adjacent points, it may happen that the expandable resin does not spread below the gap between the points, causing a situation where a space or weak ground remains there. Such a problem can be solved by reducing the pitch between a point and a point. However, even when the pitch is made less than 0.5 m, it may happen that the expandable resin that has been injected below the adjoining point also spreads below such a point, whereby it becomes unnecessary to inject an expandable resin below the point, or a work burden is caused due to an increase in the number of steps.

[0012] In the method of the present invention, from the determined points, a point where the subsidence of the concrete slab is severest is specified, and an expandable resin is injected therebelow from an injection hole drilled in the specified point. Therefore, every time the injection of an expandable resin is performed, the point where the subsidence of the concrete slab is severest is specified using a laser leveling machine or the like. Usually, the point where the subsidence of the concrete slab is severest is present inside the region where ground subsidence has occurred. Even when an expandable resin has already been injected below a point as a point where the subsidence of the concrete slab is severest, in the case where such a point is subsequently specified again as a point where the subsidence of the concrete slab is severest, an expandable resin is again injected therebelow. The degree of pushing up of the concrete slab by a single injection of an expandable resin is at most 30 mm. When the concrete slab is pushed up more than 30 mm, a local excessive load is applied to the concrete slab, whereby cracking may occur. In addition, it may happen that when an expandable resin is subsequently injected below another point and expanded to push up the concrete slab in that point, at the same time, the concrete slab is unnecessarily pushed up in order to relax the load, causing a situation where the difference in height between the two points is not reduced. It is suitable that the degree of pushing up of the concrete slab by a single injection of an expandable resin is 10 to 20 mm. When the degree of pushing up of the concrete slab by a single injection of an expandable resin is too small, the injection of an expandable resin has to be repeated again and again.

[0013] The drilling of injection holes in points for injecting an expandable resin therebelow may be performed every time a point is specified as a point where the subsidence of the concrete slab is severest, or may also be previously performed in all or some of the determined points. Drilling may be performed using a drill, for example, in a region having a diameter of 10 to 50 mm. The injection of an expandable resin from an injection hole may be performed using an injection gun known per se. It is desirable that the injection hole from which an expandable resin has been injected is closed with unshrinkable mortar, for example.

[0014] It is desirable that after the need for pushing up the concrete slab has been eliminated by the above steps, that is, after the entire concrete slab has made a predetermined height, an expandable resin is injected below at least one point below which no expandable resin has yet been injected, and the expandable resin is expanded, thereby filling a space that may be present therebelow and/or compacting the ground therebelow. With respect to a point to be subjected to this step, in the case where the drilling of injection holes in points for injecting an expandable resin therebelow is performed every time a point is specified as a point where the subsidence of the concrete slab is severest, the point to be subjected can be easily distinguished as a point that has not been drilled and is in the state of being marked on the concrete slab. In addition, also in the case where the drilling of injection holes in points for injecting an expandable resin therebelow is previously performed in all or some of the determined points, by checking whether there is an expanded expandable resin in each injection hole, whether such a point has an expandable resin injected therebelow can be easily distinguished (in an injection hole from which an expandable resin has been injected, an expanded expandable resin is present). Furthermore, when injection holes from which an expandable resin has been injected are closed with unshrinkable mortar or the like every time the injection is performed, a point to be subjected to this step can be easily distinguished as an unclosed point.

[0015] The expandable resin used in the method of the present invention may be any kind as long as it can be injected into an inside of subsided ground or a space formed between the ground and a concrete slab and expanded to push up the concrete slab, and can also withstand the weight loaded on the modified concrete slab. However, CFC-free expandable resins, which do not cause global warming and are environment-friendly, are particularly preferable. Examples of CFC-free expandable resins include commercially available products made of a polyol and an isocyanate, which react to produce urethane foam without generating CFC gas (specifically, a combination of CFC-free polyol FF5020-UC and isocyanate NP-90, both manufactured by Nihon Puftem Co., Ltd., can be mentioned). As such a CFC-free expandable resin, a polyol and an isocyanate mixed in a weight ratio of 1:0.8 to 1.5 at 20 to 70° C. can be used. Examples of CFC-free expandable resins also include, in addition to those made of a polyol and an isocyanate, a resin that produces carbon dioxide foam as a result of the reaction between water and an isocyanate, a resin that foams utilizing liquefied carbon dioxide, and a hydrocarbon-based resin having foaming characteristics.

INDUSTRIAL APPLICABILITY

[0016] According to the present invention, a method for accurately modifying a concrete slab on subsided ground by injecting an expandable resin below the concrete slab more than once, which also allows for easy control of the work process, can be provided. In this respect, the present invention is industrially applicable.