JP2001336142A - Executed condition control method for ground improvement and executed condition control system - Google Patents

Abstract

PROBLEM TO BE SOLVED: To enable a site representative to collectively perform centralized management for execution control, quality control, labor control, etc., accurately and rapidly in a construction site where a ground improving way using the deep mixing stabilization method is executed. SOLUTION: At least a work quantity of an agitation head, the number of agitation, and a hardener added volume at every excavation unit length are obtained by a control device 2 in a construction site and the data are stored in a memory media as execution data. Digital image data of an uncured core sample obtained by an early quality confirmation system 3 at site and compression strength data obtained by compression tests after the uncured core samples are accelerated to cure are obtained and these execution data, image data, compression strength data are investigated by the site representative to check the execution condition and perform the execution control, quality control, labor control, etc.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a deep mixing method in which cement milk produced by mixing ground improvement solidification material and the like with water is poured into the ground, and the ground and cement milk are stirred and mixed to consolidate the ground. The present invention relates to a construction state management method and a construction state management system for ground improvement applied to a treatment method.

[0002]

2. Description of the Related Art A ground improvement machine is used in the deep mixing treatment method. As shown in FIG.
A drive part 32 of a stirring shaft 31 is provided on a guide rail of a leader mast 30 installed substantially vertically on the front surface of the ground improvement machine 11 so as to be able to move up and down, and is suspended and held by a wire, a chain 33, or the like. Is provided with a stirring head 34 having excavating blades and stirring blades. At the time of construction, the stirring shaft 31 and the stirring head 34 are rotated by the motor of the drive unit 32 to excavate, and the ground and the cement milk are stirred and mixed by the stirring head. The cement milk produced in the plant is discharged from the stirring head to the ground through the hollow portion of the stirring shaft during excavation or pulling, or both during excavation and pulling.

Conventionally, the construction management in such a deep-mixing method is performed by excavating / pulling speed V (depth D / time t) of the stirring shaft 31, discharge amount Q of the slurry (cement milk), The number of rotations R is measured individually, and each detection amount is set so as to fall within a predetermined management value.
The required improvement depth was determined based on the results of soil surveys such as the stratum composition and the hardness of the ground that changed in the plane direction and the vertical direction obtained by the preliminary soil survey.

[0004]

In the conventional method of individually adjusting the ascending and descending speed V of the stirring shaft, the slurry discharge amount Q, and the rotation speed R of the stirring shaft, the management is difficult because of many management items.
It is necessary to simultaneously control the two items of the elevating speed V and the slurry discharge amount Q to secure the amount of the solidifying material added to the ground soil, and to simultaneously control the two items of the elevating speed V and the number of revolutions R to ensure the degree of mixing. There was a problem that it was complicated, the labor of the operator was large, and it was not possible to immediately judge whether good construction management was performed.

[0005] In addition, when the required improvement depth is managed at the depth determined by the design, the change of the stratum which was not expected at first,
For example, when the support layer is inclined, it is expected that a part of the bottom surface of the improved portion rides on the support layer and a part of the bottom surface stays in the soft ground. In the case of improvement that expects vertical bearing capacity,
There was a problem in that the bearing capacity was insufficient in some areas, leading to uneven settlement of the superstructure.

[0006] In order to solve such a problem, the applicant has made it easy to manage by reducing the number of management items, and can instantaneously and accurately judge whether or not good construction management is performed. Further, a management method of a ground improvement method and a management apparatus of a ground improvement machine capable of responding to a change in the stratum that was not expected at the beginning have already been filed (Japanese Patent Application No. 11-25145).

[0007] The present invention is a further development of the above-mentioned management method and apparatus, and performs construction management, quality management, labor management and the like of a construction site where a ground improvement method by deep mixing processing is implemented. It is an object of the present invention to provide a construction state management method and a construction state management system for ground improvement that can perform centralized management collectively and can perform these managements accurately and quickly.

[0008]

According to a first aspect of the present invention, there is provided a slurry in which a solidified material and water are mixed while excavating in the ground by using a stirring head equipped with at least a cutting blade and a stirring blade at a tip. Is a method of managing the construction state when soil improvement is performed by stirring and mixing the excavated soil and slurry with the stirring blade, wherein the work amount of the stirring head and the unit excavation at least for each unit excavation length at the construction site A ground characterized by comprising a construction data acquisition step of obtaining a solidifying material addition amount or a slurry discharge amount for each length of stirring and unit excavation length, and a step of a construction site manager grasping the construction state from the construction data. This is an improved construction state management method. Examples of the object of grasping the construction state include labor management such as construction time confirmation performed using construction data and construction management such as soil cement column pass / fail confirmation and defective column cause investigation.

According to a second aspect of the present invention, there is provided the construction state management method according to the first aspect, further comprising a step of using a digital camera or the like to record an unsolidified core sample collected at the construction site as a digital image, The construction site manager grasps the construction state from the image data of the core sample and the construction data. As the object of grasping the construction state, quality control to confirm the mixed state of soil and solidified material and the degree of swelling of the solidified material performed using image data, and labor management such as construction time confirmation performed using the construction data or Examples include construction management such as soil cement column pass / fail confirmation and defective column cause investigation. The construction data is sent to the construction site manager at the same time as the construction (take-in or data transmission),
The image data collected after the completion of the construction is sent to the construction site manager later. Further, the construction data and the image data may be sent together to the construction site manager.

According to a third aspect of the present invention, in the construction state management method of the second aspect, a step of accelerating and curing the unsolidified core sample and measuring the compressive strength is added. And the construction site manager grasps the construction state from the image data of the core sample and the core sample. As an object of grasping the construction state, quality control for confirming compressive strength using data of compressive strength and quality for confirming the mixed state of soil and solidified material and the degree of swelling of solidified material performed using image data Examples include management and labor management such as construction time confirmation using construction data, and construction management such as soil cement column pass / fail confirmation and defective column cause investigation. Since the compression strength data is obtained at least one day after the construction, it is sent to the construction site manager after the construction data and the image data. Further, it may be sent to the construction site manager together with the construction data and the image data.

According to a fourth aspect of the present invention, a slurry in which a solidified material or the like is mixed with water is discharged while digging in the ground using a stirring head equipped with at least a digging blade and a stirring blade at a tip end, and discharging the slurry. It is a construction state management system when performing ground improvement by stirring and mixing excavated soil and slurry with wings, and at least at the construction site, the work amount of the stirring head per unit excavation length and the number of agitation times per unit excavation length A management device capable of obtaining construction data comprising a solidified material addition amount or a slurry discharge amount per unit excavation length and displaying the same on a display means, and having a means for a construction site manager to grasp the construction state from the construction data. It is a construction condition management system for soil improvement. The grasp of the construction state is the same as that of the first aspect.

According to a fifth aspect of the present invention, in the construction state management system of the fourth aspect, a means (such as a digital camera) for recording a digital image of an unsolidified core sample collected at the construction site is added. The construction site manager grasps the construction state from the image data and the construction data. The grasp of the construction state is the same as that of the second aspect of the invention.

According to a sixth aspect of the present invention, in the construction state management system according to the fourth aspect, means for accelerating curing of the unsolidified core sample and measuring compressive strength (for example, 55 ° C.)
(A hot water curing device and a uniaxial compression tester, etc.) are added, and the construction site manager grasps the construction state of the compression strength data from the construction data and the image data of the core sample. The grasp of the construction state is the same as that of the third aspect.

In the first to sixth aspects, the construction data is recorded on a storage medium (IC card, floppy (registered trademark) disk, CD, CVD, or the like) and brought to a construction site manager at the construction site. Alternatively, the information may be directly transmitted to the construction site manager by a wired or wireless communication system.

The construction management system at the construction site is composed of a management device, a ground improvement machine equipped with excavating wings, stirring blades, and counter-rotating wings, a cement milk production plant, and the like. It is equipped with construction data calculation means, storage means, construction data display means, alarm output means, etc., and measures measurement data (construction time, excavation depth, agitation, etc.) from detectors installed in ground improvement machines and slurry plants. The number of shaft revolutions, slurry discharge volume, etc.) are input, and the soil cement column number and improved diameter are separately input. Based on these input data, execution data is calculated by the execution data calculation means (mixing head for each unit excavation length). Work volume, the number of agitation times per unit excavation length, the amount of solidified material added per unit excavation length or the amount of slurry discharged) are calculated, and the Data and the input data is displayed in a graph or the like. In the construction data display means, the construction data and the input data can be reproduced and displayed retroactively. In addition, the solidification material addition amount of the construction data may be a slurry discharge amount.

The early quality check system at each construction site includes an unsolidified sampling jig for collecting an unsolidified core sample immediately after construction over the entire length by using a ground improvement machine, and It is composed of a digital camera or the like that records digital images, and further, an accelerated curing device (eg,
(A warm water accelerated curing device that accelerates and cures with 55 ° C hot water in about 24 hours), and a simple uniaxial compression tester that measures the strength of the specimen after the accelerated curing.

In the above configuration, the construction management system sends the construction data of the soil cement column obtained at the construction site to the construction site manager, and performs construction management, quality control, labor management, etc. at the construction site. The site manager can perform centralized management in a lump, reduce the cost and labor required for the management, and perform good ground improvement work by giving necessary instructions to the construction site. In addition, by using the construction management system, early quality management system, construction data, core sample image data, and in some cases, compressive strength data of the core sample, management is performed, such as construction management, quality management, and labor management at the construction site. Can be performed more accurately and quickly.

In the management device used in the present invention, the following three main items for realizing good ground improvement are the main management items.

(1) First, the first point is that the strength of the improved ground is proportional to the amount of the solidified material added to the ground, based on the improvement principle of increasing the strength by bonding the ground and the solidified material. As shown in FIG. 13, it has been experimentally confirmed. Therefore, the amount of solidified material added or the amount of slurry discharged for each unit excavation length is managed. For example, as the amount of the solidified material added per unit excavation length, the amount of solidified material added W _C [kg / m ³ ] (the weight of the solidified material charged into 1 m ³ of ground soil) is sequentially charged into the ground. to manage. The solidification material addition amount W _C is determined based on the discharge amount Q of the cement milk discharged from the cement milk plant into the ground, the depth D and speed V of the stirring head,
The water / solidified material ratio W / C and solidified material specific gravity separately measured are used to determine the ratio. In other words, 'it is calculated, and the solidifying material input amount W _C' solidifying material input amount W _C using a discharge amount Q of water and solidified material ratio W / C and solidifying material specific gravity such units excavation solidified material is charged with by dividing by the volume of the long interval, obtaining a solidifying material amount W _C per unit volume of soil (see formula below (1)). For example a judgment by comparing the solidifying material amount W _C and solidifying material amount set values for each predetermined unit excavation length sections, if not satisfied outputs an alarm to prompt re-construction of the unit excavation length section I do. As mentioned above, rebuilding is a principle of defective sections. For rebuilding, rotate the stirring head and pull it up,
It is performed by digging while additionally discharging cement milk again.

The cement milk discharge pump is automatically controlled based on the obtained solidified material addition amount W _C or the elevating speed V of the stirring head, so that the solidified material addition amount W _C matches the solidified material addition amount set value. It can also be done. That is, when it is found that the amount of solidified material addition W _C is small in a certain section,
Increase the discharge amount Q of cement milk in the subsequent section, solidifying material amount W _C of a predetermined unit excavation length interval so as to satisfy the set value. When the elevating speed V decreases, the discharge amount Q
And the added amount of solidified material W _{C in} a predetermined unit excavation length section
Satisfy the set value. Thus, based on the elevating velocity V of the stirring head to adjust the cement milk dispensing pump, to match the solidifying material amount W _C in solidifying material amount set value. The adjustment can be performed by a remote control panel or the like in the operator room. As described above, even if there is a slight variation in the discharge amount momentarily, if the predetermined amount is satisfied in each unit excavation length section, a predetermined strength is obtained because sufficient stirring and mixing is performed in this section.

(2) As a second point, it is important to sufficiently mix the solidified material and the ground in order to make the quality of the improved soil uniform. FIG. 14 shows the result of examining the correlation between the number of agitation of the agitation head rotating in the ground and the coefficient of variation of the intensity (= standard deviation / average value) as an index of the intensity variation. Therefore, the number of times of stirring for each predetermined unit excavation length section is managed. For example, the stirring frequency N [times / m]
Is determined using the speed V, the rotation speed R of the stirring shaft, and the number n of blades of the stirring head. In other words, when excavating and pulling up,
From the total number of rotations of the blades in a unit excavation length section, the number of times of stirring N per unit length is obtained (see the following equation (3)). For example, the agitation frequency N is compared with the agitation frequency reference value for each predetermined unit excavation length section to make a determination, and if not satisfied, an alarm is output to prompt re-construction of the unit excavation length section.

(3) As a third point, when the ground improvement is used to reinforce the ground supporting the structure, it is necessary to surely improve the ground to a depth at which a predetermined supporting force can be exhibited. Therefore,
In order to determine the support layer, the work amount of the stirring head for each unit excavation length is obtained. For example, in order to measure and determine the hardness of the ground at the tip of the stirring head, the excavation stirring resistance value (work amount) W [kJ / m] per unit length by the stirring head is constantly monitored. The excavation agitation resistance is displayed on a data display, and when the excavation agitation resistance reaches a set value, it is determined that the agitation head has reached a predetermined support layer. This excavation stirring resistance value is obtained using the current value A (electric motor) or torque (hydraulic motor) of the motor of the drive unit and the excavation speed V of the stirring head. That is, the amount of work performed by the stirring head during the time required to excavate 1 m is defined as the excavation agitation resistance value W (see the following equation (2)).

Further, the management device constantly monitors the relative rotation of the co-rotation prevention blade provided on the stirring head with respect to the stirring shaft, and issues an alarm when, for example, the co-rotation prevention blade starts rotating by co-rotation from a stationary state. Output. That is, when the co-rotation prevention blade and the stirring shaft rotate together, it is determined that the soil adheres to the stirring shaft and the co-rotation phenomenon of the soil has occurred, and the correction construction is encouraged.

As described above, in the management device of the present invention, the amount of solidified material added W
By calculating _C [kg / m ³ ] and centrally managing this, management becomes easy and labor saving and speeding up are achieved. On the other hand, when the rising and falling speed V of the stirring shaft, the slurry discharge amount Q, and the rotation speed R of the stirring shaft are individually measured as in the related art, the rising and falling speed V of the stirring shaft and the slurry discharge amount Q are two.
By controlling the items at the same time, it was necessary to secure a predetermined amount of the solidifying agent to be introduced into the ground, which was cumbersome and labor-intensive for the operator.

Further, in the management apparatus according to the present invention, the number of agitation N
By calculating [times / m] and centrally managing this, management becomes easy, and labor saving and speeding up are achieved. On the other hand, in the related art, it is necessary to secure the degree of mixing as a predetermined number of times of stirring by controlling the two items of the vertical speed V of the stirring shaft and the rotation speed R of the stirring shaft at the same time. The operator's labor was great.

Further, regarding the required improvement depth, since the arrival at the support layer is determined by detecting the excavation resistance (work amount) W [kJ / m] of the agitation head, the formation is not expected at first. Can also be changed.

Further, the amount of solidified material added per unit excavation length required for good ground improvement, the number of times of agitation, and the work amount of the agitation head, which is the excavation agitation resistance value, are sequentially displayed on the display for each unit excavation length section, It is transmitted instantly to the operator, enabling accurate construction.Also, if the set value or reference value is not satisfied, an alarm will be issued so that the construction can be performed with peace of mind and the alarm location must be reconstructed. And good ground improvement can be performed.

[0028]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on an embodiment shown in the drawings. FIG. 1 shows an example of construction management at a construction site for implementing the construction condition management method for ground improvement of the present invention. In FIG. 1, a site A and a site B are shown, and site managers b ₂ and b shown in the site B.
₃ ,... May be constructed at a large number of sites in a site where the site B is wide, and may be constructed under a large number of site managers, even if the site is different from the site B. FIG. 2 shows an example of the construction state management system of the present invention. FIG. 3 shows an example of the early quality check system of the present invention.

As shown in FIG. 1, at each construction site, there is a construction site manager 1 who performs construction management. At least a management device 2 for the construction management system is installed, and preferably, an early quality check system 3 is further installed. I do. As detailed below,
Management data is obtained by the management device 2 from measurement data obtained from a ground improvement machine or a plant under construction. Further, at least the image data is obtained by the early quality check system 3 from the sample collected from the ground improvement body (soil cement column), and preferably the compressive strength data is further obtained. These construction data are sent to the construction site manager 1 (and image data, compression strength data, etc. in some cases), and the construction site manager 1 collectively manages the data.

The management device 2 is, for example, as shown in FIG.
Installed in the ground improvement machine 11 and obtained by the management device 2
Construction data D₁On a recording medium such as an IC card 6.
You. This IC card 6 etc. can be
Digital image data D of LA7 _TwoAnd core sample compressive strength data
Data D_ThreeMay also be recorded together. In addition, construction data D
₁, Digital image data D_Two, Core sample compressive strength data
TA D_ThreeWhen recording on a separate IC card 6 etc.
Preferably, a rod number is assigned. These data can be
Bring it to the office, etc.
input. Construction data D of management device 2₁Is a wired or
Is based on a wireless communication system (Internet, etc.)
Can be directly transmitted to the computer 8. Also,
The data displayed on the display of the management device 2 is compiled.
It is also possible to display on the computer 8 in real time.
You. The construction site manager 1 uses the construction data D of the computer 8
₁・ Image data D_Two・ Compression strength data D_ThreeFrom construction state
Is checked, and if necessary, a construction instruction is given to the ground improvement machine 11.
To the operator or the construction instruction data D_FourThe
Send to the perlator. In addition, each data is D₁~ D_ThreeFar
Construction check department, construction department, facility at headquarters in a remote area
It can also be sent to construction supervisors, managers, owners, etc.

The sampling for obtaining the digital image and the compressive strength data is carried out in an initial soil cement column to be constructed at the site, and when a good result is obtained there, the same conditions are used at the site. Continue construction. This sampling may be performed for each predetermined lot.

As shown in FIG. 3, for example, the early quality check system 3 includes an unsolidified collection jig 12 and a digital camera 7.
, And may include the hot water accelerating curing device 14, the simple uniaxial compression tester 15, and the like. Ground improvement machine 1
The unsolidified collecting jig 12 is inserted into the unsolidified soil cement column 16 immediately after the construction by using 1 to collect the unsolidified core sample 17 over the entire length. Place the core sample 17 of the full-length horizontal, captured by a digital camera 7, obtaining image data D _2. Next, this core sample 17
An unsolidified soil cement is collected from the sample and filled into a mold 13 to prepare a specimen 18 for confirming the strength. The specimen 18 is heated for 1
After accelerated curing in days, subjected to a strength test by simple uniaxial compression test 15, to obtain a compressive strength data D _3.

As the unsolidified sampling jig 12, for example, a sample soil sampling method and apparatus (Japanese Patent Application No. 11-123556) according to the present applicant's application can be used. In this method of sampling soil, a long sampling member 12a having an open section having an open side surface such as an H-section steel is suspended from a ground improvement machine 11 with a wire rope 12b or the like, and is placed in a soil cement column 16 immediately after completion of construction. When the collecting member is inserted by its own weight, a ground improvement machine or a vibro hammer, and reaches a predetermined depth, the bottom surface of the long collecting member 12a is closed by a bottom cover, and the open side surface is cut off from the surrounding improved soil by a side plate. Then, the long sampling member 12a filled with the sample soil is pulled up to the ground, so that a continuous sample soil can be reliably sampled quickly.

For the measurement of the compressive strength, for example, a quality control method of a ground improvement method and a hot water curing device (Japanese Patent Application No. 11-156359) according to the application of the present applicant can be used. This is a hot water curing tank 14a such as a cooler box.
A heater equipped with an automatic temperature controller and a circulating pump are provided in the tank. The cylindrical specimen 18 is stored together with the mold in the hot water curing tank 14a, and is accelerated and cured with hot water of 55 ° C for about 24 hours. The strength of the specimen is measured by the simple uniaxial compression tester 15, and the strength of the specimen after curing for a normal period, that is, the strength of the curing material at 28 days at 20 ° C is estimated from the 55 ° C warm water curing one-day strength by using a relational expression. The design strength of the improved soil can be evaluated in about one day. Although the measurement of the specimen strength is performed at the construction site, the measurement of the specimen strength can be performed at another place because the warm water promotion curing device 14 is portable.

The data obtained as described above is input to the computer 8 of the construction site manager 1 as illustrated in FIG. 2, and the following management is performed based on the data. Incidentally, the construction data D ₁ is displayed for example on a computer screen 8 as shown in FIG.

(1) Progress rate management Construction data D₁Soil cement cola constructed using
As shown in Fig. 4 (a), the planned and actual
And confirm the progress of the construction. (2) Labor management Construction data D₁As shown in Fig. 4 (b),
Check the construction time per day. (3) Quality control Image data D_TwoUsing a mixture of soil and solidified material (soil
Lump is not mixed) and soil cement
The amount of swelling above the ram (the upper part where the solidified material is not discharged)
Check that the solidified material is rising in the section)
You. Compressive strength data D_Three, 55 ° C hot water curing 1 day strength
Estimated 28 days strength from material age
Is determined. The above image data D_TwoOr image data D_Twoof
Other compressive strength data D _ThreeAnd construction data D₁Compare
And formulate countermeasures for quality defects. (4) Construction management Construction data D₁List of FIG. 5 graphically displayed by using
According to the table (detailed below), the built soil cement
Determine whether the column is acceptable. In this FIG.
And the amount of solidified material added are displayed at certain depths.
The graph is not limited thereto, and may be a graph for each depth, such as the amount of work.
Further, the solidifying material addition amount may be a slurry discharge amount. Construction data D₁Investigate the cause of the defective column using
U. (5) Report creation A report is created by incorporating the necessary items in the above management items.
You. Construction data D₁And image data D_TwoIs submitted on the same day
It is possible and the compression strength data D_ThreeCan be submitted the next day
is there. (6) Construction instructions Based on the above results, the construction instructions are given to the ground improvement machine operator.
I can.

Next, an example of a method of detecting construction data by the management device 2 will be described in detail. FIG. 5 shows an example of display of construction data on a display. FIG. 6 schematically shows the entire configuration of the ground improvement machine / plant / management device. FIG. 7 shows the stirring head at the tip of the stirring shaft of the ground improvement machine. 8 to 10 show examples of data construction records. FIG. 11 is a flowchart of the management method of the present invention, and FIG. 12 is a depth-time diagram showing an example of ground improvement construction.

In FIG. 6, a driving part 3 of a stirring shaft 31 is attached to a leader mast 30 provided in front of the ground improvement machine 11.
2 is attached by a guide rail so as to be able to move up and down, is suspended and held by a wire 33, and a stirring head 34 is provided at the tip of the stirring shaft 31. As shown in FIG. 7, the stirring head 34 includes, in order from the tip side, a digging blade 35, a co-rotation preventing blade 36, and a plurality of stirring blades 37 spaced vertically.
Is provided. The co-rotation preventing blades 36 are formed by sticky soil adhering to the stirring head portion in a dumpling manner.
This is to prevent the so-called co-rotation phenomenon of the soil that rotates synchronously with the agitating shaft 31 so that the tip outside the excavation diameter penetrates the excavation hole wall and stops in the soil. Mounted on

On the other hand, as shown in FIG. 6, in a plant 40, water W and a solidifying material C (cement) are kneaded to produce a cement milk 41. The produced cement milk 41 is sent to the ground improvement machine 11 via a slurry pump 42 whose discharge amount can be controlled, passes through the inside of the stirring shaft 31, and is discharged from the discharge port 43 at the tip of the stirring head 34. (See FIG. 7). The discharged cement milk 41 has a
By the co-rotation preventing blades 36 and the stirring blades 37, the excavated earth and sand are efficiently stirred and mixed, and a soil cement column is built. In addition, a discharge amount detector 47 is provided in a passage of the cement milk 41 between the slurry pump 42 and the ground improvement machine.

In the above-described ground improvement machine, in this embodiment, as shown in FIG. 6, a depth (speed) detector (for example, a wire detector) for detecting the depth of the stirring head 34 from the moving distance of the drive unit 32. Encoder mounted on sheave) 4
4 is provided in the ground improvement machine 11, and a rotation speed detector 45 for detecting the rotation speed of the stirring shaft 31 is provided in the drive unit 32.
Current detector (or hydraulic pressure detector) 4 for detecting the current value (or hydraulic pressure) of the electric motor (or hydraulic motor)
6 is provided in the ground improvement machine 11. On the other hand, on the plant side,
A discharge amount detector (flow rate detector) 47 for detecting the discharge amount of the cement milk 41 is provided. Depending on the construction conditions, as shown in FIG.
And a relative rotation detector 48 including a detection magnet 48a for detecting the relative rotation of the corotation prevention blade 36 and a magnetic proximity switch 48b.

As shown in FIG. 6, a heavy equipment measuring panel 49 is installed on the construction machine side. The heavy equipment measuring panel 49 has a depth detector 44, a rotation speed detector 45, a current detector (or an oil pressure). Detector) 46. The detection value from the relative rotation detector 48 is input. The heavy equipment measuring panel 49 performs the following arithmetic processing based on the input detection value (details will be described later).

Using the depth D from the depth detector 44 and the construction time t from the timer for measuring the construction time, the vertical speed V [m / min] of the stirring head 34 is calculated. For each unit excavation length section (for example, 0.5 m), the elevation speed V, the rotation speed R of the stirring shaft from the rotation speed detector 45, and the number n of blades of the stirring head 34 are used to determine the unit length of the ground soil. Is calculated N [times / m]. Performed for determining whether or not stirring number N for each satisfies the reference value N _th (0.5 m in this embodiment) the unit excavation length section, if not satisfied, urging re construction of the unit excavation length section Output the judgment result. Using the excavation speed V of the agitation head 34 and the current value A (or torque) from the current detector 46, the excavation agitation resistance value W [kJ / m] per unit length of the ground soil is calculated. For each unit excavation length section (in this case, 0.1 m), it is determined whether the excavation stirring resistance value (work amount) W exceeds the support layer management set value _Wth, and whether the stirring head reaches the support layer. Is determined. Using the detection value of the relative rotation detector 48 provided on the stirring head 34, it is detected whether the co-rotation of the soil has occurred. When the relative rotation speed matches the rotation speed of the stirring head 34, the co-rotation prevention blade 36 stops, indicating that no co-rotation of the soil has occurred.

On the other hand, as shown in FIG. 6, a plant measuring panel 50 is installed on the plant side, and a detection value from the discharge amount detector 47 is input to the plant measuring panel 50. From 49, the depth D and the elevation speed V are input. The plant measurement panel 50 performs the following arithmetic processing based on the input detection value (details will be described later).

The depth D or the elevation speed V and the discharge amount detection
Ratio of cement milk discharge amount Q from dispenser 47 to solidified material
Heavy G_CThe solidification material per unit volume of the ground soil
Addition W _C[Kg / m^Three] Is calculated. Solidified every unit excavation length section (0.5 m in this embodiment)
Material addition amount W_CIs the set value W _CthTo determine whether or not
If you are not satisfied, discharge the necessary cement milk
Calculate the amount Q so that the amount of solidifying material added satisfies the set value
Automatically control or adjust the slurry pump 42 for cement
Control the amount of milk discharged. The lifting speed V
The amount of solidifying material added satisfies the set value even if
Control or adjust the slurry pump 42 as
Controls the amount of cement milk discharged. Further, for some reason, the solidification material addition amount W_CBut
Set value W_CthIf not satisfied, the unit excavation length section
And outputs the judgment result prompting the re-construction of.

As shown in FIG. 6, in the operator room 11a of the ground improvement machine 11, a data display 51, a remote control panel 52, an alarm device 53, and a talker 54 are installed. -Input data and processing data in the plant measurement panel 50 are displayed on the data display 51.

FIG. 5 is an example of a screen image during the construction of the data display 51. The following (1) to (5) are displayed in numerical values, graphs, and the like, and the screen display is easy to understand without erroneous recognition.

Set values of construction date, hour, minute, second (construction time), column number and diameter, depth, speed, current value (oil pressure), shaft rotation number, discharge amount, amount of solidified material added, number of agitation, work amount・ Reference value (displayed on the lower side) Detected value of solidification material addition amount, number of agitation, and work for each predetermined unit excavation length section Currently required for the solidification material addition amount to satisfy the set value Required discharge amount Warning when solidification material addition amount and number of agitation do not satisfy the set value and reference value Settlement display when excavation agitation resistance value reaches control set value Relative rotation speed of co-rotation prevention blade and agitation shaft , Alarm display when co-rotation phenomenon is confirmed

When an alarm such as the above is issued, the alarm alarm 53 issues an audio alarm. Further, the data display 51 can reproduce and display the construction data and the input data retroactively. In addition, when an alarm such as above is issued, the data display 51 can be displayed in a blinking red color on the data display 51 together with the audio alarm.

On the remote control panel 52 of the operator room 11a, operations such as selection of a column number, input / change of a set value and a reference value, start and end of construction are performed. Further, the heavy equipment measuring panel 49 and the plant operation panel 5 are controlled by the remote control panel 52.
A signal can be sent to the slurry pump 42 via 0 to remotely control the slurry pump 42 to adjust the amount of cement milk discharged.

As shown in FIG. 6, all the construction data detected during construction is stored in a storage device inside the remote control panel 52, and this data is stored in a storage medium such as an IC card 6 or a floppy disk. Can be moved / copied to the daily report creation system 55 in the field office or the like via the Internet. The daily report creation system 55 is composed of a computer 8 and a printer 56, and includes a construction record, a daily report, a construction summary table,
Create and print the solidification material management table. FIG. 8 is an example of a printed form. Column No., required time, construction machine No., improved diameter, excavation length, amount of solidified material used, amount of solidified material added per unit excavation length, number of agitation, work amount, etc. are described. It is also possible to print a chart type construction record such as a depth, a speed, a current value, a rod shaft rotation speed, and a discharge amount with respect to a time axis as shown in FIG. If necessary, it is also possible to plot and analyze the solidification material addition amount and the number of times of stirring at each depth in the improved portion (soil cement column) as shown in FIG.

FIG. 11 shows an example of a construction management flow in the case of discharging cement milk during excavation. In the excavation process, the amount of the solidified material added and the support layer are checked, and in the pulling process, the number of agitation is checked.

Hereinafter, each processing will be described in detail. (i) Solidification material addition amount In the excavation process, the depth D and the excavation speed V of the stirring head 34 and the amount of cement milk 41 injected into the ground (discharge amount).
And Q, from the specific gravity G _C of solidifying material C, and calculates the solidifying material amount per unit volume of soil ^{_{W C [kg / m 3]}} . Also,
A judgment of whether solidifying material amount W _C per satisfies the set value W _Cth (0.5 m in this embodiment) the unit excavation length section, solidifying material amount W _C is the set value W _Cth The required discharge amount Q is calculated and the required discharge amount is instructed to the slurry pump 42 so that the slurry pump 42 is automatically controlled or adjusted so that the slurry pump 42 is always satisfied. In addition, the slurry pump 42 is automatically controlled or adjusted according to the elevating speed V so that the solidified material addition amount W _C satisfies the set value W _Cth . Furthermore, even if such control or the like is performed, if for some reason the solidified material addition amount W _C is lower than the set value W _Cth , an alarm is issued and correction work is performed for the unit excavation length section.

The method of calculating the solidification material addition amount W _C [kg / m ³ ] is as follows. That is, using the formula (1) shown below, the cement material discharge amount (injection amount) Q [L / min] and the water-solidifier ratio W / C, etc., and the solidified material input amount W _C ′ [kg / Minutes]
Ask for. Here, when no additive is used, B
= 0, and the solidified material input amount W _C ′ can be calculated using the equation (1).

[0054]

(Equation 1)

The solidification material input amount W _C ′ obtained as described above is
The solidification material addition amount W _C divided by the volume of the input section is
[Kg / m ³ ]. That is, the length of the section is ΔD
If [m], the transit time of this section is Δt [minutes], and the cross-sectional area of the column is a [m ² ], W _C can be obtained by the following equation. W _C = (W _C ′ × Δt) / (ΔD × a) = W _C ′ / (V · a)

The amount of the solidifying agent added can be controlled, for example, as follows. Required solidification material addition (set value) is 300
In the case of kg / m ³ , for example, improved excavation diameter 1m and unit excavation length 1m
The required amount of solidified material charged per hit is 236 kg. When the improvement is progressing to 0.5 m in a unit section of 1 m, assuming that the amount of solidified material injected into the ground is 100 kg, the amount is 18 kg short of the set value. In this case, the amount of solidified material 136 kg, which is obtained by adding the shortage of 18 kg
Should be charged with the remaining 0.5 m. In this case, the required discharge amount Q for the remaining 0.5 m section is calculated, and the slurry pump 42 is automatically controlled or adjusted based on the required discharge amount.
The amount of the solidifying material added per m should satisfy the set value. The automatic control and adjustment as described above are performed within the management section length (0.5 m in this embodiment). In the unit section 1m in such a defective section, the upper portion of the unit section 1m has an insufficient amount of the solidified material, and the lower section has an excessive amount of the solidified material. However, at such a section distance, sufficient stirring and mixing in the vertical direction results in insufficient strength. Never. In the case where the amount of the solidified material is excessive or deficient in a region where the unit section distance exceeds 2 units, such a defective section is basically reconstructed.

When the required discharge amount Q is 100 L / min when the excavation speed V is 0.5 m / min, 100 / 0.5 = 200 L is discharged per unit excavation length section 1 m. If the speed is reduced to 0.4 m / min and the discharge is performed with the same discharge amount, the discharge is excessively large as 100 / 0.4 = 250 L. In such a case, the discharge rate may be reduced to 80 L / min in accordance with the decrease in the excavation speed V. Conversely, if the excavation speed V increases, the discharge amount Q may be increased accordingly. In this case, the slurry pump 42 is automatically controlled or adjusted according to the excavation speed V so that the amount of the solidified material added satisfies the set value.

With the above functions, the amount of the solidifying material added always satisfies the set value and is a value without excess or deficiency. If the set value cannot be satisfied in the unit section due to some trouble, an alarm is displayed on the data display 51. Further, an alarm is issued from the alarm annunciator 53 to urge the corrective construction. In that case, once the stirring head 34
, And the injection and agitation are performed again (see FIG. 12), so that the amount of the solidifying material added can be reliably controlled.

(Ii) Excavation agitation resistance value In the excavation process, the excavation speed V (1 m
From the time t [sec / m] required for excavation) and the motor current value A of the drive unit 32, etc., the excavation stirring resistance value W corresponding to the work done by the auger motor is calculated, and the excavation agitation resistance value W is calculated in advance near the soil column diagram A comparison is made with the excavation stirring resistance value (set value) obtained by performing the test construction, and it is determined whether the stirring head 34 has reached the support layer. When it is determined that the vehicle has reached the support layer, the data display 51 and the alarm information 53
Informs the operator. The excavation stirring resistance value W is calculated according to the following equation (2). FIG. 15 shows an actual measurement example of the excavation stirring resistance (work amount).

[0060]

(Equation 2)

(Iii) Number of Stirring In the lifting step, the depth D and speed V of the stirring head 34
From the rotation speed R of the stirring shaft 31 and the number n of blades of the stirring head 34, each unit excavation length section (0.5 m in this embodiment).
The number of times of stirring N for each time is calculated. Further, the calculated stirred number N, it is determined whether to satisfy the criteria value N _th of the stirring times required to construction of small variations quality ground improvement pillar. If the reference value cannot be satisfied in a certain unit section, an alarm is displayed on the data display 51, an alarm is issued from the alarm alarm 53, and correction construction is encouraged. In this case, the stirring head 34 is once lowered and the stirring and mixing are performed again (FIG. 12).
), And the number of times of stirring can be ensured. The number of times of stirring N is obtained from the total number of rotations of the blades in a certain section during excavation and lifting, and is calculated by the following equation (3).
As shown in FIG. 14 (b), the reference value of the number of times of agitation N is determined from the result of conducting a test construction for each soil to be improved and examining the relationship between the number of times of agitation and the variation in the uniaxial compressive strength. .

[0062]

(Equation 3)

(Iv) Relative rotation of the anti-corotating wings In the excavation step, the tip end kneading step, and the pulling-up step, as shown in FIG. 7B, a relative rotation detector 48 provided on the stirring head 34. By counting ON signals from (the detection magnet 48a and the magnetic proximity switch 48b), the relative rotation speed of the co-rotation prevention blade 36 and the stirring shaft 31 is constantly measured. When the co-rotation prevention wing 36 is stationary,
Although the same relative rotation speed as the rotation speed of the stirring shaft 31 is obtained, when the relative rotation speed is close to 0 (the rotation speed of the stirring shaft 31 and the co-
6 is about the same), it is determined that the co-rotation prevention blade 36 rotates together with the stirring shaft 31 and the co-rotation phenomenon of the soil and the soil in which the stirring head rotates synchronously has occurred. In this case, an alarm is issued by the data display 51 and the alarm notifier 53, and the repair work is encouraged. For this correction work, it is only necessary to pull up the stirring head 34 and carry out re-digging, etc., and quick processing is possible.

[0064]

Since the present invention has the above-described configuration, the following effects can be obtained.

(1) At least the construction data of the soil cement column obtained at the construction site is sent to the construction site manager, and the image data of the core sample and the compressive strength data of the core sample are further provided as necessary. The construction site manager can centrally manage the construction management, quality control, labor management, etc. of the construction site collectively, reducing the cost and labor required for management, and A good ground improvement work can be implemented by giving a proper instruction.

(2) By performing management using construction data, construction management, quality management, labor management, and the like at each construction site can be performed more accurately and promptly. In the construction management and quality management, management is performed using image data and compression strength data as needed, so that the management becomes more reliable.

(3) In contrast to the conventional management items that are many in depth, speed, rotation speed, discharge amount, and current value, the management method and system according to the present invention use the solidification material addition amount per unit excavation length. -The number of agitation times and the work amount of the agitation head can be reduced to reduce the number of management items, thereby facilitating management.

(4) In the management method and system of the present invention, the addition amount of the solidifying material, the number of times of agitation, and the work amount of the agitation head required for good ground improvement may be sequentially displayed on the display for each unit excavation length section. It is possible to be transmitted instantly to the operator, so accurate construction is possible, and if unsatisfied, an alarm is issued so that construction can be done with peace of mind, and good by reconstructing the alarm location Ground improvement can be performed.

(5) According to the management method and system of the present invention, the arrival at the support layer is determined by detecting the excavation resistance (work amount) of the excavating stirring of the stirring head. Can be dealt with, and the shortage of the supporting force of the structure can be solved.

[Brief description of the drawings]

FIG. 1 is a block diagram showing an example of construction management for implementing a construction condition management method for ground improvement according to the present invention.

FIG. 2 is an apparatus configuration diagram showing an example of a construction state management system of the present invention.

FIG. 3 is an apparatus configuration diagram showing an example of an early quality check system of the present invention.

FIG. 4 is a graph showing one example of management items in the construction state management method of the present invention.

FIG. 5 is a diagram showing a display example of display in the construction state management method of the present invention.

FIG. 6 is an apparatus configuration diagram showing an example of an apparatus for implementing the management method and system of the present invention.

FIGS. 7A and 7B are stirring head portions in the ground improvement machine of the present invention, in which FIG. 7A is a side view, and FIG. 7B is a partial cross-sectional view showing a sensor for detecting relative rotation of the co-rotation prevention blade.

FIG. 8 is a diagram showing an example of data recording by the management method and system of the present invention.

FIG. 9 is a diagram showing a chart-type recording example of data by the management method and system of the present invention.

FIG. 10 is a diagram showing an example of data analysis by the management method and system of the present invention.

FIG. 11 is a flowchart according to the management method or system of the present invention.

FIG. 12 is a graph showing a construction example of ground improvement of the present invention in a depth-time diagram.

FIG. 13 is a graph showing the relationship between the amount of solidified material added and the average strength in-situ in the present invention.

14A is a graph showing the relationship between the number of agitation and the coefficient of variation of the unconfined compressive strength of the improved ground in the present invention, and FIG. 14B is a diagram showing a reference value of the number of agitation for various soil types.

FIG. 15 is a diagram showing a measurement example of the N value and work amount of the ground according to the present invention.

FIG. 16 is an apparatus configuration diagram showing a conventional construction management apparatus for a ground improvement machine.

[Explanation of symbols]

 1 ... construction site manager 2 ... management device 3 ... early quality check system 6 ... IC card 7 ... digital camera 8 ... construction site computer 11 ... ground improvement machine 12 ... unsolidified sampling jig 13: Mold 14: Hot water curing device 15: Simple uniaxial compression tester 16: Soil cement column 17: Core sample 18: Specimen 30: Leader mast 31: Stirring shaft 32: Drive unit 33 … Wire 34… Stirring head 35… Drilling wing 36… Co-rotating wing 37… Stirring wing 40… Plant 41… Cement milk 42… Slurry pump 43… Discharge port 44… Depth (speed) ) Detector 45 Rotational speed detector 46 Current detector (or hydraulic pressure detector) 47 Discharge amount (flow rate) detector 48 Relative rotation detector 48a Magnet for detection G 48b: Magnetic proximity switch 49: Heavy equipment measuring panel 50: Plant measuring panel 51: Data display 52: Remote control panel 53: Alarm annunciator 54: Telephone 55: Daily report creation system 56 …printer

 ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Atsushi Murayama 6-13-7 Akasaka, Minato-ku, Tokyo Tenox Corporation (72) Inventor Toshiaki Yamane 6-13-7 Akasaka, Minato-ku, Tokyo Tenox Corporation ( 72) Inventor Shinichi Hibino 6-13-7 Akasaka, Minato-ku, Tokyo Tenox Co., Ltd. (72) Inventor Horikiri 6-13-7 Akasaka, Minato-ku, Tokyo Tenox F-term (reference) 2D040 AB05 BA08 BC03 BD05 CA01 CB03 DB07 EA18 EA21 EB01 FA08 GA02

Claims (6)

[Claims] 1. A slurry in which a solidified material or the like is mixed with water is discharged while excavating in the ground using at least a stirring head equipped with a drilling blade and a stirring blade at a tip, and excavated soil and slurry are discharged by the stirring blade. Is a method of managing the construction state when performing ground improvement by stirring and mixing the work, at least at the construction site, the work amount of the stirring head per unit excavation length, the number of agitation times per unit excavation length, and the solidification per unit excavation length A construction state management method for ground improvement, comprising: a construction data acquisition step of obtaining a material addition amount or a slurry discharge amount; and a step of a construction site manager grasping a construction state from the construction data. 2. Excavating in the ground using at least a stirring head equipped with a drilling wing and a stirring blade at the tip, discharging a slurry in which a solidified material and the like are mixed with water, and excavating soil and slurry by the stirring blade. Is a method of managing the construction state when performing ground improvement by stirring and mixing the work, at least at the construction site, the work amount of the stirring head per unit excavation length, the number of agitation times per unit excavation length, and the solidification per unit excavation length A construction data acquisition step for determining the material addition amount or slurry discharge amount, a step of recording an unsolidified core sample collected at the construction site in a digital image, and a construction site manager from the construction data and the core sample image data. A construction state management method for ground improvement, comprising a step of grasping the construction state. 3. A slurry in which a solidified material or the like is mixed with water is discharged while digging through the ground by using a stirring head equipped with at least a drilling blade and a stirring blade at a tip, and excavated soil and slurry are mixed by the stirring blade. Is a method of managing the construction state when performing ground improvement by stirring and mixing the work, at least at the construction site, the work amount of the stirring head per unit excavation length, the number of agitation times per unit excavation length, and the solidification per unit excavation length A process of acquiring construction data to determine the amount of material added or the amount of slurry discharged; a process of recording an unsolidified core sample collected at the construction site in a digital image; and a process of accelerating curing of the unsolidified core sample and measuring compressive strength. Performing, and the construction state management of the ground improvement characterized by comprising a step in which a construction site manager grasps the construction state from the construction data, the image data of the core sample, and the data of the compressive strength. Law. 4. Excavating in the ground using at least a stirring head equipped with a drilling blade and a stirring blade at the tip, discharging a slurry in which a solidified material and the like are mixed with water, and excavating soil and slurry by the stirring blade. This is a system for managing the construction state when performing ground improvement by mixing and mixing the work. At the construction site, at least the work amount of the stirring head per unit excavation length, the number of agitation times per unit excavation length, and the solidification per unit excavation length A management device capable of obtaining construction data consisting of a material addition amount or a slurry discharge amount and displaying the construction data on a display means, and a ground improvement method comprising: a construction site manager capable of grasping a construction state from the construction data by a construction site manager. Construction status management system. 5. Excavation in the ground using a stirring head equipped with at least a drilling blade and a stirring blade at the tip, discharging a slurry in which a solidified material and the like are mixed with water, and excavating soil and slurry by the stirring blade. This is a system for managing the construction state when performing ground improvement by mixing and mixing the work. At the construction site, at least the work amount of the stirring head per unit excavation length, the number of agitation times per unit excavation length, and the solidification per unit excavation length A management device capable of obtaining construction data consisting of a material addition amount or a slurry discharge amount and displaying the same on a display means; a means capable of recording an unsolidified core sample collected at a construction site in a digital image; and A construction condition management system for ground improvement, comprising means for allowing a construction site manager to grasp the construction condition from image data. 6. A slurry in which a solidified material or the like is mixed with water is discharged while digging in the ground using a stirring head equipped with at least a drilling blade and a stirring blade at a tip, and excavated soil and slurry are mixed by the stirring blade. This is a system for managing the construction state when performing ground improvement by mixing and mixing the work. At the construction site, at least the work amount of the stirring head per unit excavation length, the number of agitation times per unit excavation length, and the solidification per unit excavation length A management device capable of obtaining construction data consisting of a material addition amount or a slurry discharge amount and displaying the same on a display means and recording it on a storage medium; a means capable of recording an unsolidified core sample collected at a construction site in a digital image; Means for accelerating curing of the core sample and measuring the compressive strength; and a construction site manager grasping the construction state from the construction data, the image data of the core sample, and the data of the compressive strength. Construction state management system of ground improvement, characterized in that it comprises a means capable.