KR102051331B1 - Method, apparatus and computer readable recording medium for selecting construction method of earth retaining wall - Google Patents

Abstract

The present invention relates to a method for selecting a construction method for a temporary facility for earth retaining. More particularly, the method comprises: a ground data collection step of collecting ground data related to the geological characteristics of a construction site by conducting a ground survey on the construction site where a temporary facility for earth retaining is installed; a step of selecting a construction method for a temporary facility for earth retaining, more specifically, selecting a construction method for a temporary facility for earth retaining corresponding to ground data conditions collected from a database which stores one or more construction methods for temporary facilities for earth retaining; a monitoring step of performing monitoring by measuring the displacement of the temporary facility for earth retaining from one or more sensor modules in a state where installation construction of the temporary facility for earth retaining is performed at a construction site based on the selected construction method for the temporary facility for earth retaining, and the one or more sensor modules are installed in one area of the temporary facility for earth retaining; and a reinforcing work information providing step of providing, to a site manager terminal, reinforcing work information required for the temporary facility for earth retaining when it is determined that the measured displacement of the temporary facility for earth retaining is out of a preset maximum allowable displacement amount as a result of the monitoring step. The method can prevent various accidents which may occur when ground works are performed.

Description

METHOOD, APPARATUS AND COMPUTER READABLE RECORDING MEDIUM FOR SELECTING CONSTRUCTION METHOD OF EARTH RETAINING WALL}

The present invention relates to a method of selecting a temporary tent construction method, specifically, in consideration of the ground data related to the geological characteristics of the construction site and the design conditions of the building, selecting a temporary tent construction method matching the construction site, and installing the installed temporary tent facility It is related to the technology to control and prevent safety accidents in advance.

In general, the installation work of the earthenware temporary installation is the most basic work in the construction work, by installing the supporting structure to prevent the surrounding ground collapse while preventing the inflow of the surrounding soil or water into the construction site during the excavation work, and prevents earth pressure and water pressure Temporary construction installed to resist side pressure.

In recent years, such construction of temporary wall installations has been increasing due to the demand for larger structures, higher floors, and increased use of underground spaces.

However, despite the increasing demand, the clearing block design guidelines are clear despite the fact that 48% of the breakdowns in the ground excavation work are due to the inadequate construction of the earth block construction because the temporary block construction is a temporary unit that is removed after construction. There has been a problem of neglecting the development of technology to provide or to perform the management of the installed earthquake temporary installation.

On the other hand, in the prior art Korean Patent No. 10-1191131 (displacement measuring device of the temporary construction structure) discloses a technique for measuring the displacement of the temporary structure itself so that the management of the temporary facility can be performed at a remote location.

However, the above-described prior art has the advantage that the monitoring of the temporary facility can be performed by measuring the displacement of the installed temporary facility. However, in the installation of the earthquake temporary facility, a person based on the measured value measured by performing a geological survey There was a problem of selecting the installation method of the temporary block installation by analyzing the data directly.

In addition, this problem is determined by the construction method of the seismic temporary installation for the geological state at the time of geological survey, the weather situation worsened after the geological survey, if the rainfall increased in a short time, the loss due to soil loss and soil load increase There was a problem that could not respond to the accident.

Therefore, in the present invention, while selecting the earthquake temporary construction method matching the construction site in consideration of the ground data related to the geological characteristics of the construction site and the design conditions of the building, the weather elements are considered using the weather data of the area corresponding to the construction site It is a 1st objective to provide the selection method of the temporary block temporary construction method.

In addition, in the present invention, the earthquake temporary installation installed in the construction site, monitoring the sensor through the sensor module, measuring the displacement in real time to provide the reinforcement work information of the area that needs to be reinforced on the site manager terminal side A second object is to provide a method for selecting a public method.

In order to achieve the above object, a method of selecting a clogging construction method implemented in a computing device including at least one processor and at least one memory storing instructions that can be executed by the processor, the ground survey for the construction site where the clogging construction is installed A ground data collection step of collecting ground data relating to geological characteristics of the construction site; Selecting a clogging construction method for selecting a clogging construction method corresponding to the ground data conditions collected from a database in which at least one clogging construction method is stored; Based on the selected earthquake temporary construction method, the installation of the earthquake temporary facility at the construction site is carried out, but one or more sensor modules are installed in one area of the earthquake temporary facility, and the monitoring is performed by measuring the displacement of the earthquake temporary facility from the sensor module. step; And reinforcing job information providing step of providing reinforcement work information required for the earthquake temporary facility to the site manager terminal when it is determined that the measured displacement of the temporary fence is out of the preset maximum allowable displacement amount. It is characterized by.

 In the above-described selection method of the temporary wall construction method, it is preferable to calculate the minimum load capacity of the temporary wall temporary facility required for the construction site from the ground data and to select the temporary wall temporary construction method that satisfies the calculated minimum load capacity.

In the above-described selection process of the temporary block construction method, the weather data for the construction site is collected and used as one of the selection criteria of the temporary block construction method, but the weather data is collected through the weather observation server. If the weather is expected and the weather is expected during the construction period when the installation of the temporary fence facility is scheduled, it is desirable to adjust the selection criteria of the temporary fence facility to select the temporary fence facility having a relatively large load capacity.

In the above-described selection process of the temporary block construction method, the weather data for the construction site is collected and used as one of the selection criteria of the temporary block construction method, but the weather data is derived by statistically analyzing the accumulated weather data of the construction site in the past. It is the weather data on the period of rainy weather, and when the rainy season is overlapped with the scheduled construction period, it is possible to raise the selection criteria of the temporary fence facility so that the temporary fence facility with a relatively large load capacity can be selected. It is preferable.

The sensor module described above may be installed at a surrounding site existing within a predetermined radius based on the construction site where the earthquake temporary installation is installed, and thus, at least one of the ground of the construction site and the ground of the adjacent structure during the monitoring step. It is desirable to be able to monitor through the displacement measurement of the containing ground.

The construction maneuver terminal of the above-mentioned mud temporary facility is provided with a construction guide content including at least one of material information, a construction order, and construction precaution information required for the selected mud temporary facility construction method. It is preferable that the output is provided as a form including at least one of a text image and an image which can be output by the output means.

The sensor module described above preferably includes at least one of an underground inclinometer, a settlement meter, a load gauge, an underground water gauge, a strain gauge, a hydraulic pressure gauge, and a earth pressure gauge.

Meanwhile, the apparatus for selecting a clogging construction method implemented as a computing device including at least one processor and at least one memory storing instructions that can be executed by the processor may be performed by performing a ground survey on a construction site where the clogging construction is installed. A ground data collector for collecting ground data related to geological characteristics; A clogging construction method selection unit for selecting a clogging construction method corresponding to the ground data conditions collected from a database in which at least one clogging construction method is stored; Based on the selected earthquake temporary construction method, the installation of the earthquake temporary facility at the construction site is carried out, but one or more sensor modules are installed in one area of the earthquake temporary facility, and the monitoring is performed by measuring the displacement of the earthquake temporary facility from the sensor module. part; And a reinforcement job information providing unit for providing reinforcement work information required for the earthquake temporary facility to the site manager terminal when it is determined that the measured displacement of the temporary facility is out of the maximum allowable displacement amount as a result of performing the function of the monitoring unit. It is characterized by.

On the other hand, as a computer readable recording medium, the computer readable recording medium stores instructions for causing a computing device to perform the following steps, wherein the steps described above are: a ground survey for the construction site where the masonry is installed; A ground data collection step of collecting ground data related to the geological characteristics of the construction site by performing a; Selecting a clogging construction method for selecting a clogging construction method corresponding to the ground data conditions collected from a database in which at least one clogging construction method is stored; Based on the selected earthquake temporary construction method, the installation of the earthquake temporary facility at the construction site is carried out, but one or more sensor modules are installed in one area of the earthquake temporary facility, and the monitoring is performed by measuring the displacement of the earthquake temporary facility from the sensor module. step; And reinforcing job information providing step of providing reinforcement work information required for the earthquake temporary facility to the site manager terminal when it is determined that the measured displacement of the temporary fence is out of the preset maximum allowable displacement amount. It is characterized by.

According to an embodiment of the present invention, as the soil barrier construction method is selected by using the past and predicted weather data on the construction site, the rainfall increases in a short period of time after the soil survey, and thus the earth pressure and water pressure are increased. There is an effect that it is possible to provide an earthquake-proof facility that can resist the earth pressure and the side pressure of the hydraulic pressure.

In addition, according to an embodiment of the present invention, by monitoring through the sensor module module installed in the construction site, through the sensor module has the effect that it is possible to manage the construction of the temporary block from a remote location, by measuring the displacement in real time on the site manager terminal side By providing information on the reinforcement work in the area where reinforcement is required, the installation stability of the earthenware temporary facility is maximized.

In addition, according to an embodiment of the present invention, as well as the construction site, by performing the monitoring by measuring the displacement of the adjacent structure adjacent to the construction site, it is possible to prevent various safety accidents that may occur when performing the ground work in advance. It is effective.

In addition, according to an embodiment of the present invention, by providing the construction guide content for the selected earth block temporary construction method to the construction manpower terminal, so that systematic construction is carried out, by reminding the construction notes to minimize the construction mistakes of construction personnel It is possible to prevent the deterioration in construction quality in advance.

1 is a flow chart of a method of selecting a clogging construction method according to an embodiment of the present invention.
2 is an example in which the earthquake tent construction method is selected and provided based on the ground data collected according to an embodiment of the present invention.
Figure 3 is an example in which the selection criteria of the earthquake tentacles are adjusted up according to the weather data collected according to an embodiment of the present invention.
Figure 4 is an example in which the displacement of the earthquake tent is monitored by a sensor module installed in the earthquake tent according to an embodiment of the present invention.
5 is an example in which reinforcement work information is provided to a site manager terminal according to an embodiment of the present invention.
6 is an example in which construction guide content is provided to a construction manpower terminal according to an embodiment of the present invention.
Figure 7 is a block diagram of a selection device of a clogging construction method according to an embodiment of the present invention.
8 is an example of an internal configuration of a computing device according to an embodiment of the present invention.

In the following, various embodiments and / or aspects are now disclosed with reference to the drawings. In the following description, for purposes of explanation, numerous specific details are set forth in order to provide a thorough understanding of one or more aspects. However, it will also be appreciated by one of ordinary skill in the art that this aspect (s) may be practiced without these specific details. The following description and the annexed drawings set forth in detail certain illustrative aspects of the one or more aspects. However, these aspects are exemplary and some of the various methods in the principles of the various aspects may be used and the descriptions described are intended to include all such aspects and their equivalents.

As used herein, “an embodiment”, “an example”, “aspect”, “an example”, and the like, may not be construed that any aspect or design described is better or advantageous than other aspects or designs. .

In addition, the terms "comprises" and / or "comprising" mean that such features and / or components are present, but exclude the presence or addition of one or more other features, components, and / or groups thereof. It should be understood that it does not.

In addition, terms including ordinal numbers such as first and second may be used to describe various components, but the components are not limited by the terms. The terms are used only for the purpose of distinguishing one component from another. For example, without departing from the scope of the present invention, the first component may be referred to as the second component, and similarly, the second component may also be referred to as the first component. The term and / or includes a combination of a plurality of related items or any item of a plurality of related items.

In addition, in the embodiments of the present invention, unless otherwise defined, all terms used herein including technical or scientific terms are generally understood by those skilled in the art to which the present invention belongs. It has the same meaning. Terms such as those defined in the commonly used dictionaries should be interpreted as having meanings consistent with the meanings in the context of the related art, and ideally or excessively formal meanings are not defined clearly in the embodiments of the present invention. Not interpreted as

The present invention relates to a method for selecting a temporary wall construction method, but considering the ground data related to the geological characteristics of the construction site and the design conditions of the building, the construction of the mud wall construction method matching the construction site is selected, but the weather data of the area corresponding to the construction site. The first object of the present invention is to provide a method of selecting a temporary block construction method considering a weather element by using a sensor module to monitor a temporary block installation installed at a construction site through a sensor module and measure displacement in real time. The second object of the present invention is to provide a method of selecting a temporary block construction method that can provide information on reinforcement work in an area requiring reinforcement.

In the description of the present invention for achieving the above object, it will be described below in more detail with reference to the accompanying drawings.

1, FIG. 1 is a flowchart illustrating a method of selecting a clogging construction method according to an embodiment of the present invention.

First, a ground data collection step (S10) of collecting ground data related to geological characteristics of a construction site by performing a ground survey on a construction site in which an earthquake temporary installation is installed may be performed.

At this time, the ground survey carried out in the step S10, the preliminary survey to determine the selection of the earthquake temporary installation method and the content of the main survey that is usually performed for the installation of the earthquake temporary facility, and the information necessary for the design, construction and maintenance of the earthquake temporary facility construction method It can be understood that the present investigation carried out to obtain is carried out.

More specifically, as a survey item of the preliminary survey, location and surrounding conditions, topography and branches, soil and groundwater, landfills and obstacles, road and traffic situation information may be collected, and physical characteristics, Information about mechanical, compressive and groundwater properties can be collected.

That is, the survey can be performed with one or more measuring instruments, and by performing the step S10, the ground data for the construction site and the construction site surroundings are collected and used as a base material for selecting the earthquake temporary construction method.

On the other hand, after performing the above-described step S10, in consideration of the ground data conditions and design conditions of the building, the earthquake temporary installation method selection step (S20) of selecting a matching earthquake temporary construction method on the database in which one or more earthquake temporary construction methods are stored is performed. Can be.

At this time, the above-mentioned step S20 can calculate the minimum load capacity of the earthquake temporary installation required for the construction site from the above-described ground data, the above-mentioned minimum load capacity is a simple method, continuous beam, elastic beam, carbon fiber, and It will be appreciated that it can be calculated in a manner that includes at least one of the finite element methods.

In addition, in another embodiment of the above-described minimum load carrying capacity calculation, the present invention collects the design history of the temporary wall construction for other construction sites, and calculates the construction data at other construction sites where the ground data conditions of the construction site and the design conditions of the building are most similar. Minimum load capacity values may be used and the present invention is not limited thereto.

According to the embodiments described above, the earthquake tent construction method selected in step S20 can be provided by selecting the earthquake tent construction method that satisfies the minimum load capacity calculated from the pre-stored methods in the database, and thus, the construction site, It will be possible to install a temporary screening facility with maximum safety against the risk of ground collapse.

On the other hand, in the present invention, in performing the above-described step S20, it is preferable that the weather data for the construction site is further collected and used as one of the selection criteria of the temporary wall construction method.

More specifically, the poor construction is pointed out as the biggest problem in the ground collapse due to the earthquake temporary facility.In addition, the case of the accident that the earthquake temporary facility collapses due to the increase of earth pressure and water pressure due to unexpected precipitation increase due to rainy weather. Increasingly, there has been a demand for a solution.

Accordingly, in the present invention, in order to solve such a problem, weather deterioration by using the weather data including at least one of past weather data and predicted weather data as a selection criterion of the clogging temporary construction method as a selection criterion of the clogging temporary construction method To prevent the safety accidents related to the earthquake barriers and related accidents.

As a first embodiment of this, in the present invention, the future predicted weather data collected through the weather observation server as the weather data can be used as a selection criterion of the clogging construction method.

As a more specific example, assuming that the construction period scheduled for the installation of the temporary wall temporary facility is from July 1 to August 1, rainy weather occurs during the construction period as a result of collecting the predicted weather data from the weather observation server. If it is judged to be, it is possible to raise the selection criteria of the temporary blocking facility, so that the retaining facility having a relatively large load capacity can be selected.

On the other hand, as a second embodiment of the above-described weather data, in the present invention, the weather data for the construction site is further collected, and used as one of the selection criteria of the earthquake temporary construction method, the above-mentioned weather data for the construction site described above Weather data for the period of rainy weather derived by statistically analyzing past accumulated weather data can be used.

More specifically, by using the accumulated weather data within the past 10 years from the time of performing the step S20 to derive the weather data for the period of rainy weather, the resulting rainy weather period, and the construction period of the construction period is scheduled to install By determining whether there is an overlapping section, when there is an overlapping period, it is possible to raise the selection criteria for the temporary block installation and to select a provisional facility having a relatively large load capacity.

That is, as described in the above-described first and second embodiments, the present invention further considers the weather data as a selection criterion for the earthquake tent installation, so that the precipitation increases during the period in which the tent tent installation facility is installed, and the earth pressure and the water pressure increase. In addition, even if the physical state of the ground is changed, there is an effect that can provide a temporary block capable of withstanding this.

On the other hand, as another embodiment of the above-described step S20, the construction manpower terminal performing the actual installation and construction of the earthwork temporary installation selected in step S20, material information, construction order and construction attention required for the selected earthwork temporary installation method Construction guide content including at least one of the item information may be provided.

More specifically, the material information for the selected mud tent construction method can be provided, and information on the type and quantity of the measured materials can be provided, and the construction order showing the installation process of the mud tent temporary facility and information on the notice of the selected mud tent temporary construction method are provided. It can be.

The above-described construction guide content may be provided as an output including at least one of a text, an image, and an image output from the output means of the construction manpower terminal.

At this time, as a more preferred embodiment of the above-described embodiment, as a means for further maximizing the construction comprehension of the construction personnel, it is preferable to provide as a video content photographing the other construction site for the selected earth block temporary construction method, and thus construction There is an effect that it is possible to prevent poor construction by minimizing the construction mistakes of manpower.

On the other hand, after performing the above-described step S20, on the basis of the selected earthquake provisional construction method to perform the installation of the earthquake provisional installation on the construction site, one or more sensor modules are installed in one area of the earthquake provisional facility to install the earthquake temporary installation from the sensor module Monitoring step (S30) for measuring by measuring the displacement can be performed.

At this time, the sensor module installed in the earthquake tent installation, for example, will be understood as a sensor module including at least any one of the underground inclinometer, settlement system, load gauge, underground water gauge, strain gauge, hydraulic pressure gauge and earth pressure gauge.

As an example, it is preferable that the above-described underground inclinometer is installed up to the lower strata of the rear surface of the earthenware temporary facility so that the horizontal displacement can be measured.

In addition, it is recommended that the underground water gauge be installed on the back of the earthquake temporary facility so that the ground water level behavior around the construction site can be measured, and the strain gauge is installed in the brace, which is the supporting means, so that the stress acting on the brace can be measured. desirable.

In addition, it is preferable that the settlement system is installed on the ground where the structure adjacent to the backside and construction site of the earthquake temporary facility is located so that the settlement of the ground can be measured, and the load gauge, the hydraulic pressure gauge and the earth pressure gauge are installed on the wall of the earthquake temporary facility. It is good to be able to measure the load, hydraulic pressure, and earth pressure applied to the wall.

On the other hand, in a more preferred embodiment of the present invention, the above-described sensor module, it is possible to be further installed in the surrounding site existing within a predetermined radius on the basis of the construction site where the earthquake temporary installation is installed.

That is, in the present invention, the displacement data measured by the at least one sensor module can be monitored in real time in the field manager terminal, so that safety management of the construction site can be more systematically performed.

In addition, as described above, in the step S30, monitoring can be performed by measuring displacement of the ground including at least one of the ground where the adjacent structure is located as well as the construction site, thereby more thoroughly preparing for safety accidents in the construction site and the adjacent area. There is an effect that can be done.

On the other hand, after performing the above-described step S30, when it is determined that the measured displacement of the temporary tent equipment is out of the preset maximum allowable displacement amount, reinforcement work information providing step of providing the reinforcement work information required for the temporary tent facility to the site manager terminal ( S40) may be performed.

More specifically, in the above-described sensor module, the preset maximum allowable displacement amount is set for each sensor module. Accordingly, in the above-described step S40, it is determined that the displacement of the temporary facility measured from the sensor module is out of the preset maximum allowable displacement amount. It is possible to provide information on reinforcement work for the target.

For example, if the maximum allowable displacement set in the load gauge is +5 tons and the load measured in real time is +5.1 tons, the site manager terminal provides work information on the reinforcement of the wall of the retaining wall or reinforcement of the supporting means for load distribution. You can do it.

At this time, the above-mentioned reinforcement work information, as in the above example provided by the selection of the temporary block construction method, may further provide a construction guide content for the reinforcement work to the construction manpower terminal performing the actual reinforcement construction, the present invention is Do not limit.

In addition, as a more preferred embodiment of the above-described step S40, when the displacement amount measured in real time by the sensor module is determined to exceed the maximum allowable displacement amount, or to exceed the maximum allowable displacement amount, to inform the crisis situation It is desirable to send a notification message for the field manager terminal, and to immediately respond to this.

Overall, by performing the above-described step S10 to S40, as the soil barrier construction method is selected by using the past and predicted weather data for the construction site, the rainfall is increased in the short term after the ground survey time, the earth pressure and water pressure Even if this is increased, there is an effect that it is possible to provide a temporary block capable of resisting the increased earth pressure and lateral pressure of the hydraulic pressure.

In addition, according to an embodiment of the present invention, by monitoring through the sensor module module installed in the construction site, through the sensor module has the effect that it is possible to manage the construction of the temporary block from a remote location, by measuring the displacement in real time on the site manager terminal side By providing information on reinforcement work in areas that require reinforcement, the stability of the temporary shelter facility can be maximized.

In addition, according to an embodiment of the present invention, as well as the construction site, by performing the monitoring by measuring the displacement of the adjacent structure adjacent to the construction site, it is possible to prevent various safety accidents that may occur when performing the ground work in advance. It is effective.

In addition, according to an embodiment of the present invention, by providing the construction guide content for the selected earth block temporary construction method to the construction manpower terminal, so that systematic construction is carried out, by reminding the construction notes to minimize the construction mistakes of construction personnel It is possible to prevent the deterioration in construction quality in advance.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

FIG. 2 illustrates an example in which an earthquake temporary construction method is selected and provided based on ground data collected according to an embodiment of the present invention. In the following description, an unnecessary embodiment overlapping with the description of FIG. 1 will be described. The description will be omitted.

Referring to 100 of FIG. 2, construction area ground characteristic information 1001 is illustrated based on collected ground data conditions and building design conditions.

In this case, the above-described ground property information 1001 includes at least one of ground strength, underground water level, construction area area, ground layer type, depth, rock strength on one side, in-vehicle loading, in-hole shearing, and borehole imaging. It will be appreciated that information will be provided based on the results of the soil survey.

On the other hand, by combining the results of the investigation, the present invention can derive the minimum load capacity, select a method that satisfies the derived minimum load capacity can be provided as a method matching result 1002.

That is, in the embodiment of the screen 100 of FIG. 2, as the construction method selected in consideration of the characteristics of the construction area, CIP (Cast In Place Pile) is selected as the wall, and the Strut method is selected as the support method. Able to know.

On the other hand, the above-mentioned database includes, for example, H-Pile and cladding method, CIP method, SCW method, underground continuous wall method as a retaining wall, self-supporting method, reverse punching method, butt beam method, anchor method, small nail as a supporting means. The method information for the ring method and the raker method may be stored. Preferably, the minimum load capacity calculated for the construction area is calculated by managing and calculating the minimum load capacity by the combination of the retaining wall and the support means. It will be possible to select and provide a temporary block construction method that satisfies the requirements.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

FIG. 3 illustrates an example in which a selection criterion of an earthquake temporary facility is upwardly adjusted according to weather data collected according to an embodiment of the present invention. In the following description, an unnecessary embodiment overlaps with the description of FIGS. 1 and 2. Description of the description will be omitted.

Meanwhile, referring to the screens 110A and 110B of FIG. 3, both examples show an example in which a weather barrier construction method is selected by collecting more weather data. However, in 110A, when the rain probability is relatively low during the installation period, 110B In FIG. 3, examples of the case where the rain probability is relatively high during the installation period of the temporary wall facility are shown.

Comparing the two embodiments, in the construction area having the same ground data conditions, in the case of 110A, which is an embodiment with a relatively low rain probability, as a method matching result, the wall is CIP, the strut is selected as the support method, while the rain probability is selected. In the relatively high embodiment 110B, as a result of the method matching, it can be seen that the steel plate is selected as the pile and the anchor is selected as the anchor.

At this time, the steel sheet pile and support method will be understood to be a material having a relatively large cross-sectional stiffness, excellent yield stress and earth pressure resistance compared to C.I.P and strut.

That is, in the present invention, considering the weather conditions during the period when the temporary wall installations are installed in the construction site, whether to increase the selection criteria of the temporary wall construction selection method, the rainfall is increased in a short period of time after the ground investigation, the earth pressure And even if the water pressure is increased, there is an effect that it is possible to provide a temporary block that can resist the increased earth pressure and side pressure of the water pressure.

Meanwhile, in the embodiment of FIG. 3, the present invention has been described with reference to an embodiment using weather data predicted as weather data. However, as mentioned above, the weather data may be generated during a rain occurrence period derived by statistically analyzing past accumulated weather data. Weather data may also be used and the present invention is not so limited.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

In FIG. 4, an example in which the displacement of the retaining facility is monitored by a sensor module installed in the retaining facility according to an embodiment of the present invention is illustrated. In the following description, an unnecessary embodiment overlaps with the description of FIGS. 1 to 3. Description of the description will be omitted.

Referring to screen 140 of FIG. 4, the site manager terminal includes a monitoring result 1201 for a construction site and a real-time monitoring result for a structure adjacent to the construction site by a sensor module installed adjacent to one area of the temporary wall facility and the temporary wall facility. 1202) may be provided.

At this time, the monitoring results, it will be understood that the information on the amount of displacement increased or decreased based on the construction time of the temporary block installation.

On the other hand, in a more preferred embodiment of the monitoring, in providing the monitoring results to the field manager terminal, the displacement measured by the sensor module compared with the preset maximum allowable displacement, safety, attention, risk according to the proximity It is also possible to further provide status information corresponding to at least one of the present invention, but the present invention is not limited thereto.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

In FIG. 5, an example in which reinforcement work information is provided to a site manager terminal according to an embodiment of the present invention is illustrated. In the following description, a description of unnecessary embodiments overlapping with the description of FIGS. 1 to 4 is omitted. Let's do it.

Referring to the screen 130 illustrated in FIG. 5, prior to providing information on the reinforcement work, in the present invention, the monitoring result 1301 measured by the sensor module installed in one region of the earthenware temporary facility or an area adjacent to the earthenware temporary facility Can provide.

On the other hand, the data output as the monitoring result 1301, it can be understood that in the displacement amount measured in the sensor module, information about the region having a value exceeding the preset maximum allowable displacement amount is output, so that reinforcement is required. It is possible to generate the reinforcement work information 1302 for the area to be.

As a more specific embodiment, taking the screen 130 of FIG. 5 as an example, as the monitoring result 1301, as the soil load increases, the reinforcement work is required, and in the present invention, the installation area of the clogging facility as the reinforcement work information 1302 is provided. It can be seen that it provides a countermeasure against increased soil load by directing reinforcement work to add intermediate piles.

That is, as in the above-described embodiment, by measuring the displacement in real time by the sensor module to provide the reinforcement work information of the area that needs to be reinforced to the field manager terminal side, there is an effect that the installation stability of the masonry temporary facility is maximized.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

6 illustrates an example in which construction guide content is provided to a construction manpower terminal according to an embodiment of the present invention, and description of unnecessary embodiments overlapping with the description of FIGS. 1 to 5 will be omitted in the following description. Let's do it.

Thus, referring to FIG. 6, the construction manpower terminal may be provided with construction guide content for the selected earth block temporary facility such as the screen 140 illustrated in FIG. 6.

In this case, as described above, the construction guide content may be provided in a form including at least one of a text, an image, and an image, and at 140, the construction guide content is provided in a form including a text and an image. It can be confirmed.

Meanwhile, the construction guide content may be provided with information on the selected earthquake provisional construction method and a construction order, as expressed in 1401 as detailed information thereof.

In addition, in addition to the construction order, in order to provide more detailed construction information, actual construction image data 1402 taken at another construction site related to construction may be further provided.

In addition, the construction guide content can be further provided with the construction precautions (1403) of the selected earthquake provisional construction method, accordingly to ensure that the construction is carried out, and to remind the construction precautions to minimize the construction mistakes of construction personnel It is possible to prevent the deterioration of the construction quality in advance can have an effect.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

In FIG. 7 is a block diagram of the selection device 10 of the earthquake temporary construction method according to an embodiment of the present invention, in the following description of the unnecessary embodiment that overlaps with the description for Figures 1 to 6 Will be omitted.

As illustrated in FIG. 7, the apparatus 10 for selecting a clogging construction method implemented by the computing device 10 including one or more processors and one or more memories for storing instructions that may be executed by the processor may be provided. Preferably, the ground data collection unit 11, earthquake temporary construction method selection unit 12, the monitoring unit 13, and may include a reinforcement work information providing unit (14).

At this time, the above-described ground data collection unit 11 performs a ground survey on the construction site where the earthquake temporary installation is installed to perform the function of collecting ground data related to the geological characteristics of the construction site. The collection unit 11 is to be able to receive the measured value measured from one or more ground survey equipment 20 (measurement device) to collect as ground data.

That is, the above-described ground data collector 11 may be understood to be capable of performing all the functions performed by the step S10 of FIG. 1, and thus ground data to be described later will be collected as the ground data for the construction site and the site surroundings are collected. It can be used as the base material of the temporary construction method selection unit 12.

On the other hand, the above-mentioned earthquake temporary construction method selection unit 12 is matched on the database 30 in which one or more earthquake temporary construction methods are stored in consideration of the ground data conditions collected by the ground data collection unit 11 and the design conditions of the building. This function is to select the temporary block construction method.

That is, the above-described brick wall construction method selection unit 12 may be understood to be capable of performing all of the functions performed by the step S20 mentioned in FIG. 1, and thus, may be predicted from at least one of past and future time points. It is possible to select the temporary block construction method considering the weather data.

Accordingly, in the present invention, not only considering the ground state at the time of the ground survey, but also considering the case of the change in the physical properties of the soil due to the rain can be selected a temporary barrier construction method that satisfies the minimum load capacity derived from, For this reason, there is an effect that the earthquake provisional facility in which the risk of ground collapse due to poor construction of the earthquake provisional facility is significantly reduced can be installed.

In addition, the above-described earthwork temporary construction method selection unit 12 may further provide a construction guide content for the earthwork temporary construction method selected in the construction manpower terminal, but the present invention is not limited thereto.

On the other hand, the above-described monitoring unit 13, the installation of the earthquake temporary installation on the construction site based on the earthquake temporary construction method, one or more sensor modules 50 to be installed in one area of the earthquake temporary installation sensor module 50 It measures and monitors displacement of earthquake tents.

That is, the above-described monitoring unit 13 may be understood to be able to perform all the functions performed by the step S30 mentioned in FIG. 1 above, so that the safety management of the construction site can be more systematically performed. Of course, it is possible to monitor the ground where the structure adjacent to the construction site is installed, so that it is possible to more thoroughly prepare for safety accidents.

On the other hand, the above-mentioned reinforcement work information providing unit 14, the site manager, if it is determined that the measured displacement of the temporary wall temporary equipment out of the preset maximum allowable displacement amount, as a result of performing the function of the above-described monitoring unit 13, The terminal 40 may perform a function of providing information on the reinforcement work required for the temporary blocking facility.

That is, the above-mentioned reinforcement work information providing unit 14 may be understood to be able to perform all the functions performed by the above-mentioned step S40 in FIG. 1 and, accordingly, reinforcement work for the weak point of the earthenware temporary installation is performed quickly. It is possible to achieve a stable, economical and it is possible to shorten the construction period.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description.

Meanwhile, FIG. 8 illustrates an example of an internal configuration of the computing device according to an embodiment of the present disclosure. In the following description, a description of unnecessary embodiments overlapping with the description of FIGS. 1 to 7 will be provided. Will be omitted.

As shown in FIG. 8, the computing device 10000 includes at least one processor 1100, a memory 11200, a peripheral interface 11300, an input / output subsystem ( I / O subsystem 11400, power circuit 11500, and communication circuit 11600 at least. In this case, the computing device 10000 may correspond to a user terminal A connected to the tactile interface device A or the computing device B described above.

The memory 11200 may include, for example, high-speed random access memory, magnetic disk, SRAM, DRAM, ROM, flash memory, or nonvolatile memory. have. The memory 11200 may include a software module, an instruction set, or other various data necessary for the operation of the computing device 10000.

In this case, accessing the memory 11200 from another component such as the processor 11100 or the peripheral device interface 11300 may be controlled by the processor 11100.

The peripheral interface 11300 may couple an input and / or output peripheral of the computing device 10000 to the processor 11100 and the memory 11200. The processor 11100 may execute a software module or an instruction set stored in the memory 11200 to perform various functions and process data for the computing device 10000.

Input / output subsystem 11400 may couple various input / output peripherals to peripheral interface 11300. For example, the input / output subsystem 11400 may include a controller for coupling a peripheral device such as a monitor or keyboard, a mouse, a printer, or a touch screen or a sensor, as necessary, to the peripheral interface 11300. According to another aspect, the input / output peripherals may be coupled to the peripheral interface 11300 without passing through the input / output subsystem 11400.

The power circuit 11500 may supply power to all or part of the components of the terminal. For example, power circuit 11500 may include a power management system, one or more power sources such as batteries or alternating current (AC), charging systems, power failure detection circuits, power converters or inverters, power status indicators or power sources. It can include any other components for creation, management, distribution.

The communication circuit 11600 may enable communication with another computing device using at least one external port.

Alternatively, as described above, the communication circuit 11600 may include an RF circuit to transmit and receive an RF signal, also known as an electromagnetic signal, to enable communication with other computing devices.

8 is only an example of the computing device 10000, and the computing device 11000 may include some components shown in FIG. 8, or may include additional components not shown in FIG. 8, or may include two components. It may have a configuration or arrangement that combines two or more components. For example, the computing device for a communication terminal in a mobile environment may further include a touch screen or a sensor, in addition to the components shown in FIG. 8, and various communication schemes (WiFi, 3G, LTE) in the communication circuit 1160. , Bluetooth, NFC, Zigbee, etc.) may include a circuit for RF communication. Components that may be included in the computing device 10000 may be implemented in hardware, software, or a combination of both hardware and software, including integrated circuits specialized for one or more signal processing or applications.

Methods according to an embodiment of the present invention can be implemented in the form of program instructions that can be executed by various computing devices and recorded on a computer readable recording medium. In particular, the program according to the present embodiment may be configured as a PC-based program or an application dedicated to a mobile terminal. An application to which the present invention is applied may be installed in a user terminal through a file provided by a file distribution system. For example, the file distribution system may include a file transmitter (not shown) for transmitting the file at the request of the user terminal.

The apparatus described above may be implemented as a hardware component, a software component, and / or a combination of hardware components and software components. For example, the devices and components described in the embodiments may include, for example, a processor, a controller, an arithmetic logic unit (ALU), a digital signal processor, a microcomputer, a field programmable gate array (FPGA), It may be implemented using one or more general purpose or special purpose computers, such as a programmable logic unit (PLU), microprocessor, or any other device capable of executing and responding to instructions. The processing device may execute an operating system (OS) and one or more software applications running on the operating system. The processing device may also access, store, manipulate, process, and generate data in response to the execution of the software. For convenience of understanding, one processing device may be described as being used, but one of ordinary skill in the art will appreciate that the processing device includes a plurality of processing elements and / or a plurality of types of processing elements. It can be seen that it may include. For example, the processing device may include a plurality of processors or one processor and one controller. In addition, other processing configurations are possible, such as parallel processors.

The software may include a computer program, code, instructions, or a combination of one or more of these, and configure the processing device to operate as desired, or process it independently or in combination. You can command the device. Software and / or data may be any type of machine, component, physical device, virtual equipment, computer storage medium or device in order to be interpreted by or to provide instructions or data to the processing device. It may be embodied permanently or temporarily. The software may be distributed over networked computing devices so that they are stored or executed in a distributed manner. Software and data may be stored on one or more computer readable recording media.

Method according to the embodiment is implemented in the form of program instructions that can be executed by various computer means may be recorded on a computer readable recording medium. The computer-readable recording medium may include program instructions, data files, data structures, etc. alone or in combination. Program instructions recorded on the media may be those specially designed and constructed for the purposes of the present disclosure, or they may be of the kind well-known and available to those having skill in the computer software arts. Examples of computer-readable recording media include magnetic media such as hard disks, floppy disks, and magnetic tape, optical media such as CD-ROMs, DVDs, and magnetic disks, such as floppy disks. Magneto-optical media, and hardware devices specifically configured to store and execute program instructions, such as ROM, RAM, flash memory, and the like. Examples of program instructions include not only machine code generated by a compiler, but also high-level language code that can be executed by a computer using an interpreter or the like. The hardware device described above may be configured to operate as one or more software modules to perform the operations of the embodiments, and vice versa.

Although the embodiments have been described with reference to the limited embodiments and the drawings as described above, various modifications and variations are possible to those skilled in the art from the above description. For example, the described techniques may be performed in a different order than the described method, and / or components of the described systems, structures, devices, circuits, etc. may be combined or combined in a different form than the described method, or other components. Or even if replaced or substituted by equivalents, an appropriate result can be achieved. Therefore, other implementations, other embodiments, and equivalents to the claims are within the scope of the claims that follow.

Claims (9)

In the method of selecting a clogging method implemented in a computing device comprising at least one processor and at least one memory for storing instructions executable by the processor,
A ground data collection step of collecting ground data related to the geological characteristics of the construction site by performing a ground survey on a construction site in which an earthwork temporary facility is installed;
Selecting a clogging provision method for selecting a matching clogging provision method on a database in which one or more clogging provision methods are stored in consideration of the ground data conditions and design conditions of a building;
Based on the selected earthquake temporary installation method, the installation of the earthquake temporary facility at the construction site is carried out, and one or more sensor modules are installed in one area of the earthquake temporary facility, and the displacement of the earthquake temporary facility from the sensor module is monitored. Monitoring step to perform; And
As a result of performing the monitoring step, if it is determined that the measured displacement of the tent temporary equipment is out of a preset maximum allowable displacement amount, the site manager terminal provides information on reinforcement work required for the tent temporary equipment, Reinforcement work information that provides reinforcement work information for the object whose displacement is found to be outside the preset maximum allowable displacement amount and the reinforcement work information including the work information about the reinforcement of the wall or the supporting means as a kind of reinforcement work. Providing step;
The reinforcing work information providing step,
When providing the monitoring result to the field manager terminal, the displacement amount measured by the sensor module is compared with a preset maximum allowable displacement amount, and state information corresponding to at least one of safety, attention, and danger according to the proximity level is determined. Offering,
The earthquake temporary construction method selection step,
From the ground data, the minimum load carrying capacity required for the construction site for the construction site is calculated, and the construction of the construction site to meet the minimum load capacity is to be selected, the calculation of the minimum load capacity, when calculating the minimum load capacity, By collecting the design history, the minimum load capacity is calculated by using the minimum load capacity value calculated at other construction sites where the ground data conditions of the construction site and the design conditions of the building are most similar,
The earthquake temporary construction method selection step,
Collect more weather data about the construction site and use it as one of the selection criteria of the temporary wall construction method,
The weather data is future forecasted weather data for the construction site collected through a weather observation server, and when the rain is expected in the construction period where the installation of the screening facility is scheduled from the forecasted weather data, Adjusting the selection criteria upwards to allow the selection of earthquake tents with relatively large load capacity,
The earthquake temporary construction method selection step,
Collect more weather data about the construction site and use it as one of the selection criteria of the temporary wall construction method,
The weather data is weather data for a period of rain occurrence, which is derived by statistically analyzing past cumulative weather data for the construction site, and the construction period in which the rain occurrence period and the construction of the earthquake tent are scheduled to overlap. Characterized in that to increase the selection criterion of the temporary wall temporary facility to allow the earthquake temporary facility having a relatively large load capacity to be selected,
The sensor module is to be further installed in the surrounding site existing within a predetermined radius on the basis of the construction site where the earthenware temporary installation is installed,
When performing the monitoring step, it is possible to monitor by measuring the displacement of the ground including the ground of the construction site and the ground of the adjacent structure, it is characterized in that the selection method of the clogging construction method.
delete delete delete delete The method of claim 1,
In the construction workforce terminal of the said earthenware temporary facility,
A construction guide content including at least one of material information, construction order, and construction precaution information required for the selected retaining construction method is provided.
And the construction guide content is provided as a form including at least one of a text, an image, and an image that can be output by the output means of the construction manpower terminal.
The method of claim 1,
The sensor module,
A method of selecting an earthquake temporary construction method comprising at least one of an underground inclinometer, a sediment gauge, a load gauge, an underground water gauge, a strain gauge, a hydraulic pressure gauge, and a earth pressure gauge.
An apparatus for selecting a clogging construction method implemented by a computing device including at least one processor and at least one memory for storing instructions executable by the processor,
A ground data collection unit configured to collect ground data related to the geological characteristics of the construction site by performing a ground survey on a construction site in which an earthquake temporary facility is installed;
An earthquake temporary construction method selecting unit which selects a matching earthquake temporary construction method on a database in which one or more earthquake temporary construction methods are stored in consideration of the ground data conditions and design conditions of a building;
Based on the selected earthquake temporary installation method, the installation of the earthquake temporary facility at the construction site is carried out, and one or more sensor modules are installed in one area of the earthquake temporary facility, and the displacement of the earthquake temporary facility from the sensor module is monitored. Monitoring unit to perform; And
As a result of performing the function of the monitoring unit, if it is determined that the measured displacement of the tent temporary equipment is out of a preset maximum allowable displacement amount, the reinforcement work information required for the tent temporary facility is provided to a site manager terminal, Reinforcement work information that provides reinforcement work information for the object whose displacement is found to be outside the preset maximum allowable displacement amount and the reinforcement work information including the work information about the reinforcement of the wall or the supporting means as a kind of reinforcement work. It includes; providing;
The reinforcement work information providing unit,
When providing the monitoring result to the field manager terminal, the displacement amount measured by the sensor module is compared with a preset maximum allowable displacement amount, and state information corresponding to at least one of safety, attention, and danger according to the proximity level is determined. Offering,
The earthquake temporary construction method selection unit,
From the ground data, the minimum load carrying capacity required for the construction site for the construction site is calculated, and the construction of the construction site to meet the minimum load capacity is to be selected, the calculation of the minimum load capacity, when calculating the minimum load capacity, By collecting the design history, the minimum load capacity is calculated by using the minimum load capacity value calculated at other construction sites where the ground data conditions of the construction site and the design conditions of the building are most similar,
The earthquake temporary construction method selection unit,
Collect more weather data about the construction site and use it as one of the selection criteria of the temporary wall construction method,
The weather data is future forecasted weather data for the construction site collected through a weather observation server, and when the rain is expected in the construction period where the installation of the screening facility is scheduled from the forecasted weather data, Adjusting the selection criteria upwards to allow the selection of earthquake tents with relatively large load capacity,
The earthquake temporary construction method selection unit,
Collect more weather data about the construction site and use it as one of the selection criteria of the temporary wall construction method,
The weather data is weather data for a period of rain occurrence, which is derived by statistically analyzing past cumulative weather data for the construction site, and the construction period in which the rain occurrence period and the construction of the earthquake tent are scheduled to overlap. Characterized in that to increase the selection criterion of the temporary wall temporary facility to allow the earthquake temporary facility having a relatively large load capacity to be selected,
The sensor module is to be further installed in the surrounding site existing within a predetermined radius on the basis of the construction site where the earthenware temporary installation is installed,
When performing the function of the monitoring unit, it is possible to monitor by measuring the displacement of the ground including the ground of the construction site and the ground of the adjacent structure, it is characterized in that the apparatus for selecting a clogging construction method.
A computer readable recording medium,
The computer readable recording medium stores instructions for causing a computing device to perform the following steps, the steps:
A ground data collection step of collecting ground data related to the geological characteristics of the construction site by performing a ground survey on a construction site in which an earthwork temporary facility is installed;
Selecting a clogging provision method for selecting a matching clogging provision method on a database in which one or more clogging provision methods are stored in consideration of the ground data conditions and design conditions of a building;
Based on the selected earthquake temporary installation method, the installation of the earthquake temporary facility at the construction site is carried out, and one or more sensor modules are installed in one area of the earthquake temporary facility, and the displacement of the earthquake temporary facility from the sensor module is monitored. Monitoring step to perform; And
As a result of performing the monitoring step, if it is determined that the measured displacement of the tent temporary equipment is out of a preset maximum allowable displacement amount, the site manager terminal provides information on reinforcement work required for the tent temporary equipment, Reinforcement work information that provides reinforcement work information for the object whose displacement is found to be outside the preset maximum allowable displacement amount and the reinforcement work information including the work information about the reinforcement of the wall or the supporting means as a kind of reinforcement work. Providing step;
The reinforcing work information providing step,
When providing the monitoring result to the field manager terminal, the displacement amount measured by the sensor module is compared with a preset maximum allowable displacement amount, and state information corresponding to at least one of safety, attention, and danger according to the proximity level is determined. Offering,
The earthquake temporary construction method selection step,
From the ground data, the minimum load carrying capacity required for the construction site for the construction site is calculated, and the construction of the construction site to meet the minimum load capacity is to be selected, the calculation of the minimum load capacity, when calculating the minimum load capacity, By collecting the design history, the minimum load capacity is calculated by using the minimum load capacity value calculated at other construction sites where the ground data conditions of the construction site and the design conditions of the building are most similar,
The earthquake temporary construction method selection step,
Collect more weather data about the construction site and use it as one of the selection criteria of the temporary wall construction method,
The weather data is future forecasted weather data for the construction site collected through a weather observation server, and when the rain is expected in the construction period where the installation of the screening facility is scheduled from the forecasted weather data, Adjusting the selection criteria upwards to allow the selection of earthquake tents with relatively large load capacity,
The earthquake temporary construction method selection step,
Collect more weather data about the construction site and use it as one of the selection criteria of the temporary wall construction method,
The weather data is weather data for a period of rain occurrence, which is derived by statistically analyzing past cumulative weather data for the construction site, and the construction period in which the rain occurrence period and the construction of the earthquake tent are scheduled to overlap. Characterized in that to increase the selection criterion of the temporary wall temporary facility to allow the earthquake temporary facility having a relatively large load capacity to be selected,
The sensor module is to be further installed in the surrounding site existing within a predetermined radius on the basis of the construction site where the earthenware temporary installation is installed,
And when performing the monitoring step, monitoring by displacement measurement of the ground including the ground of the construction site and the ground of the adjacent structure is enabled.

Images