JPH11350888A - Connection device and method for casing unit, and connection structure thereof - Google Patents

Abstract

PROBLEM TO BE SOLVED: To ensure the application to a thin thickness underground structure by providing a groove at a surface of narrowly mounted parts to be bent and mutually brought into contact when mounted. SOLUTION: A narrowly mounted part 11 is bent with the longitudinal direction of a widthwise central part serving as a folding line when mounted and narrowly mounted in a casing C. An edge 12 is fixed to the inner surface of each casing C by bolt and insertionwise fitted to a notch D of the casing C by a fixing plate P. A groove 14 is formed on a surface of the part 11 which is brought into contact with each other when narrowly mounted. The part 11 and the edge 12 are preliminarily bent and angular portions 15 are formed at the bent portions. The connection device 10 thus formed has the length protruding to the inner surface side of the casing C corresponds to the plate thickness of the device C, and thereby it can be used even for a thin wall casing C. Accordingly, the purpose is attained.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION The present invention is particularly applicable to connection of underground structure units of the open shield method.
It belongs to a connection device and a connection method for an underground structure.

[0002]

2. Description of the Related Art Conventionally, an open shield method has been developed, and in recent years, it is often used for construction of culverts, common trenches, etc. especially in urban areas because of its effects such as safety, reliability, shortening of construction period, and low cost. .

The open shield method is a method that makes use of the advantages of the open cutting method (open cut method) and the shield method. There are various types of open shield methods, one example of which is shown in FIG. As shown in FIG. 10, first, in a first step, a shaft construction / shielding machine is installed. Next, in the second and third steps, the excavation / box (underground structure) is inserted. In the fourth step, the shield machine is removed and the road is leveled.

[0004] As shown in Fig. 11, an underground structure C installed by the open shield method is tensioned by a tension member at predetermined intervals to form an underground structure unit U as one rigid body. An earthquake-resistant connection device connects adjacent underground structure units.

[0005] As shown in FIG. 12, a conventional connection device 100 connects underground structures c, c constituting an underground structure unit, and has a watertight and flexible structure on the inner surface of the underground structures c, c. It is fixed to the inner circumference in a flexible manner.

[0006]

However, the prior art has the following problems.

In order to use the connecting device 100 in a culvert, a notch D is provided in consideration of fluid resistance and is accommodated in the notch D. However, in an underground structure having a small width in an urban area, the thickness is small. Notch D could not be deepened.

On the other hand, when the shield machine excavates, there is a problem that a steel strength member is interposed between each underground structure unit in order to take a reaction force and is removed after excavation.

The present invention has been made in view of the above problems, and has as its object to be applicable to an underground structure having a small thickness and to eliminate the need for a strength member. An object of the present invention is to provide a connection device and a connection method for an underground structure.

[0010]

The gist of the present invention according to claim 1 is a connecting device for connecting underground structures to each other, wherein the connecting device is formed in a belt shape, and when attached, a longitudinal direction of a central portion in a width direction is used. And provided with a sandwiching portion that is folded between the underground structure and the underground structure to be connected, and an edge portion fixed to an inner surface of each underground structure. A connection device characterized by the following. The gist of the invention according to claim 2 resides in the connection device according to claim 1, wherein a water stopping ridge is formed on a surface of the edge portion that contacts the underground structure. . The gist of the invention according to claim 3 is that, when sandwiching, a groove is provided on a surface of the sandwiching portion that is bent and comes into contact with each other. The connection device described. The gist of the invention according to claim 4 resides in the connection device according to any one of claims 1 to 3, wherein the sandwiching portion and the edge are formed by being bent in advance. The gist of the invention according to claim 5 resides in the connection device according to claim 4, wherein the bent portion is chamfered. The gist of claim 6 resides in the connection device according to any one of claims 1 to 5, wherein a bent portion of the sandwiching portion is thinner than other portions. The gist of the invention according to claim 7 resides in the connection device according to any one of claims 1 to 6, wherein a reinforcing fiber is embedded. The gist of the invention according to claim 8 is a connection method of an underground structure that connects underground structure units formed by connecting a plurality of underground structures, wherein the underground structure unit is located at the forefront. The "background structure unit" excluding the structure and the "front underground structure unit" excluding the "background structure" located at the rear end, the "frontmost underground structure" And a step of installing the “rear underground structure unit” through the length of the “rearmost underground structure”, and between the “rear underground structure unit” and the “front underground structure unit”. A step of interposing the “frontmost underground structure” and the “rearmost underground structure” connected in advance by the connection device according to the above, and an underground located at the forefront of the “rear underground structure unit” Connect and tension the structure and the above-mentioned "frontmost underground structure" Connecting the underground structure located at the end of the “front underground structure unit” and the “background underground structure” and tensioning the underground structure. Be in the way. The gist of the ninth aspect is a method of connecting an underground structure unit that connects underground structure units formed by connecting a plurality of underground structures, wherein the underground structure unit is constructed by connecting the underground structures. And a step of connecting the “frontmost underground structure” and the “rearmost underground structure” previously connected to each other by the connecting device according to any one of claims 1 to 7. And a method for connecting an underground structure. The gist of the invention according to claim 10 resides in a method of connecting an underground structure according to claim 8 or 9, wherein the underground structure unit is installed by an open shield method. Claim 11
The gist of the present invention is a connection structure using the connection device according to any one of claims 1 to 7, wherein the connection device is sandwiched between end faces of the underground structure unit to be connected. The connection structure is characterized in that the mounting portion is sandwiched, and an edge of the connection device is press-fitted to a notch provided on each of the inner peripheral end faces by a fixing plate fixed by bolts. The gist of the present invention resides in a connection structure, wherein the bolt is a countersunk bolt and is flush with the surface of the fixing plate.

In the present invention, the term "underground structure" refers to a box, a tubular body, a block having a U-shaped cross section, a V-shaped cross section, or a U-shaped cross section, which is suitable for practicing the present invention. including.

[0012]

Embodiments of the present invention will be described below in detail with reference to the drawings. The connection device according to the present embodiment is used for connecting a box unit in which a plurality of boxes (underground structures) each having a rectangular cross section are connected.
As shown in the figure, the belt-like shape is continuous in the inner circumferential direction. FIG. 1 shows a state where it is attached to only one box C. When viewed from the axial direction of the box C, as shown in FIG.
It is bolted to the connection between the boxes C at predetermined intervals. As shown in FIG. 1 and FIG.
And an edge 12.

As shown in FIG. 3, the holding portion 11 is folded with the longitudinal direction of the center portion in the width direction as a fold when being attached, and is sandwiched between the boxes C, C.

The edge 12 is fixed to the inner surface of each box C by bolts, and is clamped by the fixing plate P in the notch D of the box C.

A water stop ridge 13 is formed on a surface of the edge portion 12 which comes into contact with the box C. The water blocking ridge 13 has a trapezoidal cross section, and extends continuously in the longitudinal direction. Note that FIG.
On the right side of FIG. 3, the water stopping ridge 13 protrudes, but is crushed as shown on the left side of FIG.

A groove 14 is provided on the surface of the sandwiching portion 11 which comes into contact with each other when folded when being sandwiched. It has a semicircular cross section and extends continuously in the longitudinal direction.

As shown in FIG. 4, the holding portion 11 and the edge 12
Is formed in advance by bending, and a corner portion 15 is formed in the bent portion. As shown in FIGS. 3 and 4, the corner 15 is chamfered. FIG. 4 shows a cross section in a free state before being mounted.

The bent portion of the sandwiching portion 11 is thinner (thin portion 16) than other portions.

Reinforcing fibers 17 are embedded in the width direction and at required intervals in the longitudinal direction. As the reinforcing fiber 17, for example, aramid fiber, glass fiber, or the like suitable for carrying out the present invention can be used.

Next, a method of connecting the box units U in the open shield method, in which the box units U are connected to each other using the connection device 10 having the above-described configuration, will be described. The box unit U is formed by connecting and tensioning a plurality of boxes C.

First, as shown in FIG. 5, the excavation / box C
Installation. However, the "rear box unit B" except for the foremost box C1, which is located at the forefront, is installed. That is, in the “rear box unit B”, one box C is smaller than one box unit U to be built.

Next, as shown in FIG. 6, the "front box unit F" excluding the "last box Cn", which is located at the rear, is replaced with the "frontmost box C1" and the "backmost box." Body C
n ”length of the installation. "Front box unit F"
Is one box C rather than one box unit U to be built
Is decreasing. When the front box unit F is further connected to the front box unit U, the foremost ground box C is not installed.

Next, as shown in FIG. 7, between the "rear case unit B" and the "front case unit F", the "frontmost unit" which is connected in advance by a factory or the like by the connecting device 10 and carried into the site. The box C1 and the last box Cn are interposed.

Next, as shown in FIG. 8, a box C2 (the second plate C from the front of the box unit U to be built) located at the forefront of the "back box unit B", and " The front box C1 "is connected and tensioned by the tension member T. Also,
The box Cn-1 located at the rear end of the "front box unit F" and the rear box Cn are similarly connected and tensed. The connection and tension may be performed for each of the boxes C.

By these steps, the "rear box unit B" and the "frontmost box C1" constitute one box unit U, and the "front box unit F" and the "last box unit Cn". Form one box unit U. These box units U have flexibility, vibration resistance and waterproofness at the connection between the frontmost box C1 and the rearmost box Cn.

As shown in FIG. 9, the above steps are performed with the front box unit F located further forward (the front box unit F shown in FIG. 8 is replaced with the rear box unit B (FIG. 9) in the next step). Become). By repeating this process, a culvert or the like is constructed.

The connection device 10 and the method of connecting the box unit U according to the embodiment are configured as described above.
The following effects are achieved.

The length of the box C protruding toward the inner surface side is the thickness of the connection device 10, so that the box C can be used for a thin box C as well.

Further, the reaction force of the excavation of the shield machine is applied to the holding portion 1.
Since 1 is in charge, the strength member can be eliminated. As a result, the installation and withdrawal work of the strength members can be eliminated, and the construction time can be shortened, and the construction cost can be reduced.

Further, since the water stopping ridge 13 is formed, the water stopping can be completely performed, that is, the water stopping can be performed with a weak fastening force.

Further, since the reinforcing fibers 17 are buried, it is possible to sufficiently cope with a reaction force due to excavation.

Although the culvert and the common groove 14 constructed by the open shield are close to the ground surface, the expansion and contraction due to the temperature and humidity are large. Can be fully supported.

Further, since the bent portion at the center in the width direction is made thin (portion) 16, it is easy to bend.

Further, since the sandwiching portion 11 and the edge portion 12 are formed by being bent in advance, the mounting can be easily performed.

Since the corner 15 is chamfered,
When the shield machine takes reaction force to excavate, the case C, C
Corners are prevented from swelling due to being crushed by the end face of the horn, and furthermore, cracking or tearing can be prevented.

Further, it is no longer necessary to attach a rectifying plate 101 as shown in FIG. 12 for preventing cavitation used in the prior art.

The box unit U according to the present embodiment
According to this connection method, the connection between the "frontmost box C1" and the "backmost box Cn" can be made in a factory, a yard, or the like, so that the construction period is shortened and the construction cost is reduced.

The fixing plate P is formed by connecting the connecting device 10 to a box C
And presses into the notch D, and also functions as a current plate.

Although the present embodiment is applied to the open shield method, the present invention is not limited to this.
The present invention can be applied to connection suitable for applying the present invention, such as connection of a box C by an open-cutting method or connection of a tunnel segment.

The fibers to be embedded may be not only cloth but also thread.

Although the connecting device 10 and the method of connecting the box units U according to the present embodiment are used for connecting the box units U to each other, for example, it is also used for connecting the long boxes C to each other. Can also.

Further, in the above embodiment, the foremost box and the last box were previously connected in a factory, a yard, or the like. However, the present invention is not limited to this. After the housing is installed, it can be connected to the forefront housing using a connection device.

Further, the number, position, shape, etc. of the above-mentioned constituent members are not limited to the above-mentioned embodiment, but can be set to a number, position, shape, etc. suitable for carrying out the present invention.

Further, as shown in FIG. 13, fixation can be performed by screwing a hexagon socket countersunk bolt to an anchor bolt. In the fixing plate P ′, an inverted truncated cone-shaped bolt hole is formed. According to such a fixing method, since the upper surface of the bolt head is flush with the fixing plate P ′, cavitation due to the bolt head can be suppressed. In the drawings, the same components are denoted by the same reference numerals.

[0045]

Since the present invention is configured as described above, the following effects can be obtained. Since the length protruding toward the inner surface side of the underground structure is the thickness of the connecting device, it can be used for an underground structure having a small thickness. Further, since the sandwiching portion bears the reaction force of the excavation of the shield machine, the strength member can be eliminated.

[Brief description of the drawings]

FIG. 1 is an end view of a box showing a state in which a connection device according to an embodiment of the present invention is attached.

FIG. 2 is a front view of the connection device shown in FIG. 1 as viewed from the inside of the housing.

FIG. 3 is a cross-sectional view of the connection device shown in FIG.

FIG. 4 is a cross-sectional view showing a state before the connection device shown in FIG. 1 is attached.

FIG. 5 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 6 is a process chart of a method of connecting the box units according to the embodiment of the present invention.

FIG. 7 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 8 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 9 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 10 is a schematic side view showing an open shield method.

FIG. 11 is a schematic plan view showing the positional relationship between the connection device and the box unit.

FIG. 12 is a cross-sectional view showing a connection device according to a conventional example.

FIG. 13 is a cross-sectional view showing another fixing method of the connection device shown in FIG. 3;

[Explanation of symbols]

 C Box (underground structure) D Notch U Box unit (underground structure unit) B Back box unit (back underground structure unit) F Front box unit (front underground structure unit) C1 Frontmost box ( Frontmost underground structure) Cn Last box (rearmost underground structure) P, P 'Fixing plate B Hexagon socket head countersunk bolt T Tensioner 10 Connecting device (this embodiment) 11 Clamping portion 12 Edge 13 Water stopping ridge 14 Groove 15 Corner 16 Thin wall (part) 17 Reinforcing fiber 100 Connecting device (conventional example) 101 Rectifier plate

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[Procedure amendment]

[Submission date] August 16, 1999

[Procedure amendment 1]

[Document name to be amended] Statement

[Correction target item name] Full text

[Correction method] Change

[Correction contents]

[Document Name] Statement

[Title of the Invention] Connection device and connection method of box unit and connection structure

[Claims]

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION The present invention is particularly applicable to connection of underground structure units of the open shield method.
It belongs to a connection device, a connection method, and a connection structure of a box unit.

[0002]

2. Description of the Related Art Conventionally, an open shield method has been developed, and in recent years, it is often used for construction of culverts, common trenches, etc. especially in urban areas because of its effects such as safety, reliability, shortening of construction period, and low cost. .

The open shield method is a method that makes use of the advantages of the open cutting method (open cut method) and the shield method. There are various types of open shield methods, one example of which is shown in FIG. As shown in FIG. 10, first, in a first step, a shaft construction / shielding machine is installed. Next, in the second and third steps, the excavation / box (underground structure) is inserted. In the fourth step, the shield machine is removed and the road is leveled.

[0004] As shown in Fig. 11, an underground structure C installed by the open shield method is tensioned by a tension member at predetermined intervals to form an underground structure unit U as one rigid body. An earthquake-resistant connection device connects adjacent underground structure units.

[0005] As shown in FIG. 12, a conventional connection device 100 connects underground structures c, c constituting an underground structure unit, and has a watertight and flexible structure on the inner surface of the underground structures c, c. It is fixed to the inner circumference in a flexible manner.

[0006]

However, the prior art has the following problems.

In order to use the connecting device 100 in a culvert, a notch D is provided in consideration of fluid resistance and is accommodated in the notch D. However, in an underground structure having a small width in an urban area, the thickness is small. Notch D could not be deepened.

On the other hand, when the shield machine excavates, there is a problem that a steel strength member is interposed between each underground structure unit in order to take a reaction force and is removed after excavation.

The present invention has been made in view of the above problems, and has as its object to be applicable to an underground structure having a small thickness and to eliminate the need for a strength member. An object of the present invention is to provide a connection device, a connection method, and a connection structure of a box unit.

[0010]

[Means for Solving the Problems]

[0011] The gist of the invention of claim 1 is a connecting unit of a box unit for connecting box units formed by connecting a plurality of boxes, and has a band-like shape. Folded in the longitudinal direction of the central part in the direction of the fold, the sandwiching portion sandwiched between the box and the box to be connected, and the edge fixed to the inner surface of each box. A grooved portion is provided on a surface of the sandwiching portion that is bent and comes into contact with each other when sandwiched, and is provided with a connection device for a box unit. Claim 2
The gist of the present invention resides in the connection device for a box unit according to claim 1, wherein a water stopping ridge is formed on a surface of the edge portion that comes into contact with the box. Claim 3
The gist of the present invention resides in the connecting device for a box unit according to claim 1 or 2, wherein the sandwiching portion and the edge portion are formed by being bent in advance. The gist of the invention according to claim 4 is that the bent portion is chamfered.
It is in the connection unit of the box unit. The gist of the invention according to claim 5 is that, in the box unit according to any one of claims 1 to 4, the bent portion of the sandwiching portion is thinner than other portions. In the connecting device. The gist of the invention of claim 6 resides in the connection device for a box unit according to any one of claims 1 to 5, wherein the reinforcing fibers are embedded. The gist of the invention of claim 7 is a method of connecting box units, which connects box units formed by connecting a plurality of boxes, wherein the foremost box (C1 ) Except for the “back box unit (B)” and the “front box unit (F)” except for the “backmost box (Cn)” located at the rear end. A step of installing the same through the length of the "subunit (C1)" and the "last unit (Cn)", and the "rear case unit (B)" and the "front case unit (F)" And the "frontmost box (C1)" and the "last box (Cn)" which are connected in advance by the connection device according to any one of claims 1 to 6. And a step of connecting and tensioning the box (C2) located at the forefront of the "back box unit (B)" and the "front box (C1)" , Wherein the box body (Cn-1) positioned at the end of the "pre-box making body unit (F)", "rearmost box making body (C
and n) connecting and tensioning the box unit. The gist of the invention of claim 8 is a method of connecting box units, which connects box units formed by connecting a plurality of boxes, wherein a step of connecting the boxes to construct a box unit. The connection device according to any one of claims 1 to 6, wherein a "frontmost box (C1)" located at the forefront of one of the box units;
A step of connecting the "final part box (Cn)" located at the rearmost part of the other box unit and connecting the box units to each other. Exist. The gist of the invention of claim 9 resides in the method of connecting a box unit according to claim 7 or 8, wherein the box unit is installed by an open shield method. The gist of the invention of claim 10 is a connection structure using the connection device according to any one of claims 1 to 6, wherein the end faces of the box units to be connected are sandwiched between the connection devices. The connection structure is characterized in that the mounting portion is sandwiched, and an edge of the connection device is press-fitted to a notch provided on each of the inner peripheral end faces by a fixing plate fixed by bolts. The gist of the invention according to claim 11 resides in the connection structure according to claim 10, wherein the bolt is a countersunk bolt and is flush with the surface of the fixing plate. In the present invention, the term "underground structure" includes a box, a tubular body, a block having a U-shaped cross section, a V-shaped cross section, and a U-shaped cross section, which are suitable for implementing the present invention.

[0012]

Embodiments of the present invention will be described below in detail with reference to the drawings. The connection device according to the present embodiment is used for connecting a box unit in which a plurality of boxes (underground structures) each having a rectangular cross section are connected.
As shown in the figure, the belt-like shape is continuous in the inner circumferential direction. FIG. 1 shows a state where it is attached to only one box C. When viewed from the axial direction of the box C, as shown in FIG.
It is bolted to the connection between the boxes C at predetermined intervals. As shown in FIG. 1 and FIG.
And an edge 12.

As shown in FIG. 3, the holding portion 11 is folded with the longitudinal direction of the center portion in the width direction as a fold when being attached, and is sandwiched between the boxes C, C.

The edge 12 is fixed to the inner surface of each box C by bolts, and is clamped by the fixing plate P in the notch D of the box C.

A water stop ridge 13 is formed on a surface of the edge portion 12 which comes into contact with the box C. The water blocking ridge 13 has a trapezoidal cross section, and extends continuously in the longitudinal direction. Note that FIG.
On the right side of FIG. 3, the water stopping ridge 13 protrudes, but is crushed as shown on the left side of FIG.

A groove 14 is provided on the surface of the sandwiching portion 11 which comes into contact with each other when folded when being sandwiched. It has a semicircular cross section and extends continuously in the longitudinal direction.

As shown in FIG. 4, the holding portion 11 and the edge 12
Is formed in advance by bending, and a corner portion 15 is formed in the bent portion. As shown in FIGS. 3 and 4, the corner 15 is chamfered. FIG. 4 shows a cross section in a free state before being mounted.

The bent portion of the sandwiching portion 11 is thinner (thin portion 16) than other portions.

Reinforcing fibers 17 are embedded in the width direction and at required intervals in the longitudinal direction. As the reinforcing fiber 17, for example, aramid fiber, glass fiber, or the like suitable for carrying out the present invention can be used.

Next, a method of connecting the box units U in the open shield method, in which the box units U are connected to each other using the connection device 10 having the above-described configuration, will be described. The box unit U is formed by connecting and tensioning a plurality of boxes C.

First, as shown in FIG. 5, the excavation / box C
Installation. However, the "rear box unit B" except for the "frontmost box C1 (shown in FIG. 7)" which is located at the forefront is installed. That is, in the "rear box unit B", the box C2 is located at the forefront, and one box C is smaller than one box unit U to be built.

Next, as shown in FIG. 6, the "front box unit F" excluding the "last box Cn (shown in FIG. 7)" located at the rear end is replaced with the "front box C1". And "the last box Cn". In the "front box unit F", the box Cn-1 is located at the rearmost part, and one box C is smaller than one box unit U to be built. When the front box unit F is further connected to the front box unit U, the foremost ground box C is not installed.

Next, as shown in FIG. 7, between the "rear case unit B" and the "front case unit F", the "frontmost unit" which is connected in advance by a factory or the like by the connecting device 10 and carried into the site. The box C1 and the last box Cn are interposed.

Next, as shown in FIG. 8, a box C2 (the second plate C from the front of the box unit U to be built) located at the forefront of the "back box unit B", and " The front box C1 "is connected and tensioned by the tension member T. Also,
The box Cn-1 located at the rear end of the "front box unit F" and the rear box Cn are similarly connected and tensed. The connection and tension may be performed for each of the boxes C.

By these steps, the "rear box unit B" and the "frontmost box C1" constitute one box unit U, and the "front box unit F" and the "last box unit Cn". Form one box unit U. These box units U have flexibility, vibration resistance and waterproofness at the connection between the frontmost box C1 and the rearmost box Cn.

As shown in FIG. 9, the above steps are performed with the front box unit F located further forward (the front box unit F shown in FIG. 8 is replaced with the rear box unit B (FIG. 9) in the next step). Become). By repeating this process, a culvert or the like is constructed.

The connection device 10 and the method of connecting the box unit U according to the embodiment are configured as described above.
The following effects are achieved.

The length of the box C protruding toward the inner surface side is the thickness of the connection device 10, so that the box C can be used for a thin box C as well.

Further, the reaction force of the excavation of the shield machine is applied to the holding portion 1.
Since 1 is in charge, the strength member can be eliminated. As a result, the installation and withdrawal work of the strength members can be eliminated, and the construction time can be shortened, and the construction cost can be reduced.

Further, since the water stopping ridge 13 is formed, the water stopping can be completely performed, that is, the water stopping can be performed with a weak fastening force.

Further, since the reinforcing fibers 17 are buried, it is possible to sufficiently cope with a reaction force due to excavation.

Although the culvert and the common groove 14 constructed by the open shield are close to the ground surface, the expansion and contraction due to the temperature and humidity are large. Can be fully supported.

Further, since the bent portion at the center in the width direction is made thin (portion) 16, it is easy to bend.

Further, since the sandwiching portion 11 and the edge portion 12 are formed by being bent in advance, the mounting can be easily performed.

Since the corner 15 is chamfered,
When the shield machine takes reaction force to excavate, the case C, C
Corners are prevented from swelling due to being crushed by the end face of the horn, and furthermore, cracking or tearing can be prevented.

Further, it is no longer necessary to attach a rectifying plate 101 as shown in FIG. 12 for preventing cavitation used in the prior art.

The box unit U according to the present embodiment
According to this connection method, the connection between the "frontmost box C1" and the "backmost box Cn" can be made in a factory, a yard, or the like, so that the construction period is shortened and the construction cost is reduced.

The fixing plate P is formed by connecting the connecting device 10 to a box C
And presses into the notch D, and also functions as a current plate.

Although the present embodiment is applied to the open shield method, the present invention is not limited to this.
The present invention can be applied to connection suitable for applying the present invention, such as connection of a box C by an open-cutting method or connection of a tunnel segment.

The fibers to be embedded may be not only cloth but also thread.

Although the connecting device 10 and the method of connecting the box units U according to the present embodiment are used for connecting the box units U to each other, for example, it is also used for connecting the long boxes C to each other. Can also.

Further, in the above embodiment, the foremost box and the last box were previously connected in a factory, a yard, or the like. However, the present invention is not limited to this. After the housing is installed, it can be connected to the forefront housing using a connection device.

Further, the number, position, shape, etc. of the above-mentioned constituent members are not limited to the above-mentioned embodiment, but can be set to a number, position, shape, etc. suitable for carrying out the present invention.

Further, as shown in FIG. 13, fixation can be performed by screwing a hexagon socket countersunk bolt to an anchor bolt. In the fixing plate P ′, an inverted truncated cone-shaped bolt hole is formed. According to such a fixing method, since the upper surface of the bolt head is flush with the fixing plate P ′, cavitation due to the bolt head can be suppressed. In the drawings, the same components are denoted by the same reference numerals.

[0045]

Since the present invention is configured as described above, the following effects can be obtained. Since the length protruding toward the inner surface side of the underground structure is the thickness of the connecting device, it can be used for an underground structure having a small thickness. Further, since the sandwiching portion bears the reaction force of the excavation of the shield machine, the strength member can be eliminated.

[Brief description of the drawings]

FIG. 1 is an end view of a box showing a state in which a connection device according to an embodiment of the present invention is attached.

FIG. 2 is a front view of the connection device shown in FIG. 1 as viewed from the inside of the housing.

FIG. 3 is a cross-sectional view of the connection device shown in FIG.

FIG. 4 is a cross-sectional view showing a state before the connection device shown in FIG. 1 is attached.

FIG. 5 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 6 is a process chart of a method of connecting the box units according to the embodiment of the present invention.

FIG. 7 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 8 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 9 is a process diagram of a method of connecting the box units according to the embodiment of the present invention.

FIG. 10 is a schematic side view showing an open shield method.

FIG. 11 is a schematic plan view showing the positional relationship between the connection device and the box unit.

FIG. 12 is a cross-sectional view showing a connection device according to a conventional example.

FIG. 13 is a cross-sectional view showing another fixing method of the connection device shown in FIG. 3;

[Description of Signs] C Case (Underground Structure) D Notch U Case Unit (Underground Structure Unit) B Back Case Unit (Back Underground Structure Unit) F Front Case Unit (Front Underground Structure Unit) C1 Foremost box (foreground underground structure) Cn Last box (foreground underground structure) P, P 'Fixing plate B Hexagon socket head cap bolt T Tensioner 10 Connecting device (this embodiment) 11 Clamping Part 12 Edge part 13 Waterproof ridge 14 Groove 15 Corner part 16 Thin part (part) 17 Reinforcement fiber 100 Connection device (conventional example) 101 Rectifier plate

Claims (12)

[Claims] 1. A connecting device for connecting underground structure units formed by connecting a plurality of underground structures, wherein the connecting device is formed in a belt shape, and is folded along a longitudinal direction of a central portion in a width direction at the time of attachment. Said underground structure;
A connection device, comprising: a sandwiching portion sandwiched between an underground structure to be connected; and an edge fixed to an inner surface of each underground structure. 2. The connection device according to claim 1, wherein a water stopping ridge is formed on a surface of the edge portion that contacts the underground structure. 3. The connection device according to claim 2, wherein a groove is provided on a surface of the holding portion that is bent and comes into contact with each other when the holding is performed. 4. The apparatus according to claim 1, wherein said holding portion and said edge portion are formed by being bent in advance.
The connection device according to any one of the above. 5. The connection device according to claim 4, wherein the bent portion is chamfered. 6. The connection device according to claim 1, wherein a bent portion of the sandwiching portion is thinner than other portions. 7. The connection device according to claim 1, wherein a reinforcing fiber is buried. 8. An underground structure connection method for connecting underground structure units formed by connecting a plurality of underground structures, wherein the underground structure unit excluding the foreground underground structure located at the forefront is removed. The "underground structure unit" and the "front underground structure unit" except for the "underground structure unit" located at the rear end are referred to as the "frontmost underground structure unit" and the "rearmost underground structure unit". A step of installing the structure over the length of the “structure,” between the “back-underground structure unit” and the “front-underground structure unit,” by the connection device according to any one of claims 1 to 8. The "foreground underground structure" connected in advance
And a step of interposing the "rearmost underground structure", and a step of connecting and tensioning the underground structure located at the forefront of the "rear underground structure unit" and the "frontmost underground structure" Connecting the underground structure located at the rearmost part of the "front underground structure unit" and the "rearmost underground structure" and tensioning the underground structure. . 9. A method of connecting underground structures connecting underground structures formed by connecting a plurality of underground structures, the method comprising: connecting underground structures to construct an underground structure unit; A step of connecting the "frontmost underground structure" and the "rearmost underground structure" which are connected in advance by the connecting device according to any one of claims 1 to 7 between underground structure units. A method for connecting underground structures, characterized in that: 10. The method of connecting an underground structure according to claim 8, wherein the underground structure unit is installed by an open shield method. 11. A connection structure using the connection device according to any one of claims 1 to 7, wherein:
The sandwiching portion of the connecting device is sandwiched, and an edge of the connecting device is a fixing plate fixed by bolts, and is crimped to notches provided on the inner peripheral end surfaces. Connection structure. 12. The connection structure according to claim 1, wherein the bolt is a countersunk bolt, and is flush with a surface of the fixing plate.