JP6089051B2 - Installation method of electrodes for cathodic protection - Google Patents

Description

  The present invention relates to an installation method for installing an anticorrosion electrode for preventing corrosion of a reinforcing bar in a reinforced concrete structure.

  Depending on the location of the reinforced concrete structure, the concrete on the surface side deteriorates as well as the reinforcing bars embedded due to salt damage. In such a case, it is necessary to repair the surface side of the reinforced concrete structure (hereinafter referred to as “cross-sectional repair”). At the time of cross-sectional repair, an electrode for preventing corrosion (a strip-like anode for preventing corrosion) for preventing corrosion of the reinforcing bar may be embedded in the mortar for restoration.

  The electrode for cathodic protection is installed as follows. In other words, the concrete on the surface of the reinforced concrete structure is lifted up to the required area to expose the reinforcing bars, and the exposed reinforcing bars are rusted (keren), and the mortar is set to a thickness that covers the rusted reinforcing bars Make a placement. Then, after the mortar is hardened, the installation site of the electrode for anticorrosion is cut to form an installation groove, and the electrode for anticorrosion is made to follow the bottom surface of the installation groove, and the installation groove is filled with mortar.

  Moreover, the technique of the following patent document 1 is proposed as a method of installing the electrode for cathodic protection on the surface side of the existing reinforced concrete structure. In the technique of Patent Document 1, in an reinforced concrete structure, an installation groove is formed by cutting a site where an electrode for electrode protection is to be installed, and the electrode for anticorrosion is imitated along the bottom surface of the installation groove. It is to fill with mortar.

JP 2012-214824 A

  In the above-mentioned conventional technology, even when the electrode for anticorrosion is installed along with the restoration of the cross section or when the electrode for anticorrosion is installed without the restoration of the cross section, the installation groove where the electrode for anticorrosion is installed is cut. The work of processing is accompanied. And since cutting is performed with respect to mortar (concrete), dust will generate | occur | produce and it will point out the deterioration of a working environment.

  Then, in view of the said subject, this invention aims at provision of the installation method of the electrode for anticorrosion which can install the electrode for anticorrosion, suppressing the deterioration of a working environment.

The method for installing the electrode for electrocorrosion protection according to the present invention includes a step of hanging concrete and a mold member serving as a recess for installing the electrode for anticorrosion at a position spaced apart from the surface of the concrete by a predetermined distance. a holding step of holding, co and pouring step of pouring the mortar to chipping surface of Nkurito installation step of installing a sacrificial electrode in the recess formed in the mortar by removing the mold member from the mortar after curing In order, the placing step includes a first placing step and a second placing step, and the first placing step is a suspension surface of the concrete so as to be a place for the position of the electrode for cathodic protection. The holding step is a step of holding the mold member on the top end surface of the mortar placed in the first placing step, and the second placing step is a holding step. Held in Mold member so submerged, are characterized by a step of pouring the mortar to overlap the pouring by mortar in about the first shot設工.

In the method for installing the electrode for electrocorrosion protection, the concrete is suspended, and the mold member that becomes the mold of the recess for installing the electrode for electrocorrosion protection is held at a position separated from the surface of the concrete by a predetermined distance, Placing the mortar to a thickness at which the mold member sinks against the hanging surface of the concrete, removing the mold member from the cured mortar, and installing the electrode for anticorrosion in the recess remaining in the mortar. Since there is no work of forming the recess for installation by cutting concrete, there is no generation of dust, and therefore the electrode for anticorrosion can be installed while suppressing deterioration of the work environment. Further, in the above-described method for installing the electrode for anticorrosion, since the mold member is held based on the mortar cast on the concrete suspension surface in the first placing process, the mold member can be positioned at a position close to the set position. Therefore, it is easy to position the mold member accurately, and the mortar is placed in the first placing step and the second placing step, so that the placement is performed as compared with the case where all the mortars are placed at once. Easy to adjust mortar thickness.

  In the method for installing an electrode for cathodic protection according to the present invention, the suspending step includes a step of exposing a reinforcing bar disposed on the surface side of an existing reinforced concrete structure and removing rust of the exposed reinforcing bar. Can be adopted.

  In the above-described method for installing the electrode for anticorrosion, the reinforcing bar can be reliably used as a counter electrode of the electrode for anticorrosion by removing the rust of the exposed reinforcing bar after the concrete is put on.

  In the installation method of the electrode for anticorrosion of the present invention, the placing step can be adopted as a step of placing mortar by spraying.

  The above-mentioned method for installing the electrode for anticorrosion is an easy operation compared to the placement of mortar by grout, and the thickness of the mortar can be easily adjusted.

  According to the method for installing an electrode for anticorrosion of the present invention, it is possible to install the electrode for anticorrosion while suppressing deterioration of the working environment.

FIG. 1A is an explanatory view of a hanging process of an electrode protection electrode installation method representing one embodiment of the present invention, FIG. 1B is an explanatory view of a design thickness display process, and FIG. Explanatory drawing of an installation process, (d) is explanatory drawing of an inking process similarly. It is explanatory drawing of a yarn tension process similarly. It is explanatory drawing showing the whole structure of the insertion member similarly. 4A is an explanatory view (sectional view) of the mold member installation step, and FIG. 4B is an explanatory view (front view). 5A is a sectional view taken along line XX in FIG. 4B, and FIG. 5B is a sectional view taken along line YY in FIG. 4B. 6 (a), 6 (b), and 6 (c) are explanatory views of the second placing step in the same order. FIGS. 7A and 7B are explanatory views of the mold member removing process in the same order. FIGS. 8A, 8B, and 8C are explanatory views of the electrode installation process in the same order.

  Hereinafter, a method for installing an electrode for cathodic protection according to an embodiment of the present invention (hereinafter simply referred to as “electrode installation method”) will be described with reference to the drawings. In the electrode installation method according to the present embodiment, in an existing reinforced concrete structure (hereinafter, simply referred to as “structure”) A, the reinforcing bar R of the structure A corroded by salt damage or the like, and the surface concrete portion C outside thereof are used. When repairing the cross section, an electrode for electrode protection (hereinafter referred to as “electrode”) E is also installed.

The electrode installation method according to the present embodiment includes the following steps (1) to (9). That is,
(1). Hanger process ... N1
(2). Design thickness display process ... N2
(3). First placement process ... N3
(4). Inking process ... N4
(5). Yarn tension process ... N5
(6). Mold member installation process ... N6
(7). Second placing step ... N7
(8). Mold member removal process ... N8
(9). Electrode installation process ... N9
It is an electrode installation method provided with.

  The electrode installation method is (1). From the suspension step N1 to (9). These steps are sequentially performed to the electrode installation step N9, and each step will be specifically described below. In addition, each said process is performed using the tool etc. as needed by the operator.

(1). [Hassing process]
[Hanging step N1] is a step of exposing the corroded reinforcing bar R on the surface side of the structure A by holding the surface concrete portion C corroded by salt damage or the like. FIG. 1A shows a case where a part of the surface concrete portion C of the structure A is hung for convenience. However, as indicated by a broken line in the figure, the entire surface concrete portion C of one surface of the structure A may be hung depending on the site.

  In [Hanging Step N1], the surface concrete portion C is hung until the rebar R on the surface side is exposed, thereby forming a hanger surface C1. [Hanging process N1] includes a rust removing operation of removing (swelling) rust of the exposed reinforcing bars R. Rust removal is performed using a wire brush or a sander.

(2). [Design thickness display process]
[Design thickness display step N2] is a step of setting a set reference plane. This reference plane is also a plane flush with the top end face m2a of the second mortar m2 that is finally formed by the second mortar m2 (see FIGS. 6 and 7) to be described later, and the original surface position A1 of the structure A It corresponds to. As shown in FIG. 1B, the reference plane is set as the top end face 1 a using the hook-shaped member 1. Although it does not specifically limit as the bowl-shaped member 1, in this embodiment, the bowl-shaped member 1 made from a polystyrene foam is used, and it is formed in square pillar shape and predetermined length. Then, the bowl-shaped member 1 is erected along the vertical direction with respect to the suspension surface C1 obtained in [the suspension step N1].

  A set position mark 2 is provided at a position moved to the suspension surface C1 side by a predetermined distance (for example, 35 mm) from the top end surface 1a of the bowl-shaped member 1. The setting position mark 2 is provided at a position corresponding to the position of the bottom surface of the insertion member 3 to be described in detail later. The required number of the hook-shaped members 1 is used according to the area and distance of the surface concrete portion C, and it is preferable that the hook-shaped members 1 are arranged at equal intervals. In order to erect the hook-shaped member 1 along the vertical direction with respect to the suspension surface C1, it is conceivable to fix it to the suspension surface C1 or the reinforcing bar R using an adhesive or the like.

(3). [First placement process]
[First placement step N3] is a step of placing the first mortar m1 on the suspension surface C1, as shown in FIG. 1 (c). The first mortar m1 is placed by spraying from a spray nozzle. The sprayed mortar may be either a dry mortar or a wet mortar, but in the present embodiment, a dry mortar is used. The dry mortar is driven to the height position of the setting position mark 2 by spraying. The top end surface m1a of the first mortar m1 that is placed up to the height position of the setting position mark 2 is used as a target for the installation position (installation height) of the strip-shaped electrode E that is an anode, as will be described in detail later. It is done. As the electrode E, a ribbon mesh made of titanium is used. The top end face m1a of the sprayed first mortar m1 is ruled and leveled using a scissors or the like.

(4). [Inking process]
[Inking process N4] is a process in which, after the first mortar m1 obtained in [First placing process N3] is hardened, the ink m1b is applied to the top end face m1a as shown in FIG. 1 (d). is there. The position where the ink m1b is hit and the distance in the longitudinal direction correspond to the position where the belt-like electrode E is extended and attached. For this reason, the ink m1b is applied along the surface direction of the hanging surface C1. The black ink m1b is beaten a plurality of times according to the area of the cross-sectional repair, that is, according to the number of electrodes E to be installed.

(5). [Thread tension process]
[Yarn tension step N5] is a step of tensioning the yarn 4 at a position that follows (and floats) from the ink m1b and follows the ink m1b applied by the [inking step N4] as shown in FIG. . In the [yarn tensioning step N5], the thread tension concrete screws 5 are screwed in at predetermined intervals (for example, at intervals of 10 m) so as to coincide with the positions of the ink m1b. It is hung.

  The thread 4 is on the thread tension concrete screw 5 and is disposed at a position separated from the top end face m1a of the first mortar m1 by the predetermined distance (for example, 35 mm). The height position of the thread 4 is a setting position of the wide surface 6a which is a top end surface of the mold member 6 described later, and is the height position of the wide surface 6a with respect to the top end surface m1a of the first mortar m1.

(6). [Mold member installation process]
In the [mold member installation step N6], a mold member (“surface” shown in FIG. 3) is disposed between the yarn 4 stretched in the [yarn tensioning process N5] and the black m1b applied in the [blacking process N4]. 6) (also called “tree”).

  The insertion member 3 includes a mold member 6 and an elastic material 7. The mold member 6 is formed of a hard material, and is configured integrally with an elastic material 7 that can elastically expand and contract. In this case, the mold member 6 is formed in a long shape (for example, the length between the thread tension concrete screws 5) with a trapezoidal cross section in the longitudinal direction. The mold member 6 is made of wood, foamed resin, or the like. The mold member 6 and the stretchable material 7 are integrally formed by sticking the narrow surface 6 b of the mold member 6 to the stretchable material 7. The stretchable material 7 has a longitudinal section formed in a square shape. The elastic material 7 is made of elastite (registered trademark), which is an asphalt material.

  As shown in FIG. 4B, the stretchable material 7 is arranged at predetermined intervals with respect to the mold member 6. This predetermined space | interval is a space | interval in which the concrete screw 8 (refer FIG. 4, 5) for fixation mentioned later is arrange | positioned. The total height of the insertion member 3 including the mold member 6 and the elastic member 7 is preferably set slightly higher than the distance from the top end surface m1a of the first mortar m1 to the yarn 4. That is, when the insertion member 3 is installed between the top end surface m1a on which the ink m1b is struck and the thread 4, with the stretchable material 7 set on the top end surface m1a side, as shown in FIG. The thread 4 is slightly lifted by the mold member 6 of the insertion member 3 with respect to the top end face m1a of the first mortar m1.

  [Mold member installation step N6] further includes a holding step. In the holding step, as shown in FIG. 4 (b), the fixing concrete screw 8 is screwed into the insertion member 3 at a position corresponding to the stretchable material 7, thereby inserting the insertion member 3 into the first mortar m1. This is a step of holding and fixing to the top end surface m1a. The fixing concrete screw 8 is different from the thread tension concrete screw 5 and is disposed between the thread tension concrete screws 5.

  [Mold member installation step N6] further includes a tightening step. As shown in FIGS. 5 (a) and 5 (b), the fastening process is performed by first fixing the concrete screw 8 for fixing until the thread 4 lifted by the insertion member 3 becomes linear, that is, until the thread 4 is restored to linear. In this step, the mold member 6 is installed by screwing into the mortar m1. As the fixing concrete screw 8 is screwed into the first mortar m1, the elastic member 7 is pressed by the die member 6 and the height of the elastic member 7 is reduced. The position of the wide surface 6a can be set to the height of the yarn 4 stretched linearly from the top end surface m1a of the first mortar m1.

  The distance from the wide surface 6a of the mold member 6 to the bottom surface 7a of the elastic member 7, that is, the height of the entire insertion member 3 is set to 40 mm, for example. Specifically, the height of the mold member 6 is set to 20 mm, and the height of the stretchable material 7 is set to 20 mm. And the case where the height of the expansion-contraction material 7 is crushed to about 15 mm by screwing in the concrete screw 8 for fixation can be illustrated. Thus, by using the elastic member 7 that can be easily elastically deformed together with the mold member 6 that is not easily deformed, and reducing the height of the elastic material 7, the mold member can be removed from the top end face m1a of the first mortar m1. 6 can change the distance to the wide surface 6a. Therefore, for example, even if the accuracy of the position of the top end surface m1a is not accurate, the wide surface 6a is adjusted to an accurate position according to the position of the top end surface m1. Can do. In addition, after the position of the wide surface 6a of the mold member 6 is set to the height position of the thread 4 stretched linearly from the top end surface m1a of the first mortar m1, the thread tension concrete screw 5 and the thread 4 are removed. .

(7). [Second placement process]
As shown in FIGS. 6 (a) and 6 (b), [second placing step N7] is placed in [first placing step N3] so that the mold member 6 held in the holding step is submerged. This is a step of placing the second mortar m2 over the first mortar m1.

  The placement of the second mortar m2 is performed by spraying from the spray nozzle, similarly to the placement of the first mortar m1. The sprayed mortar may be either a dry mortar or a wet mortar, but in the present embodiment, a dry mortar is used. Here, the die member 6 is in a state in which the narrow surface 6b and the side surfaces 6c and 6c, which are surfaces other than the wide surface 6a, are filled.

  Since the elastic material 7 is on the first mortar m1 side with respect to the mold member 6, when the second mortar m2 is placed over the first mortar m1, the entire elastic material 7 is buried in the second mortar m2. Moreover, since the elastic material 7 is arrange | positioned with predetermined space | interval with respect to the type | mold member 6, and between that is a space, this space is also filled with the 2nd mortar m2. In this case, if the spray nozzle is moved in the required direction for spraying, the space is easily filled with the second mortar m2.

  [Second placing step N7] includes a leveling step of leveling the top end surface m2a of the second mortar m2. As shown in FIGS. 6 (b) and 6 (c), the second mortar m <b> 2 sprayed and placed as described above is removed with the ruler 9 to remove the excess second mortar m <b> 2. To be leveled.

(8). [Mold member removal process]
[The mold member removing step N8] is a step of removing the insertion member 3 from the second mortar m2, as shown in FIG. After the second mortar m2 is cured, the fixing concrete screw 8 is removed, and the insertion member 3 is detached from the second mortar m2. In order to remove the insertion member 3 from the second mortar m2, for example, a bar, a screwdriver, a Kawasuki or the like is used. By doing in this way, the recessed part 11 according to the external shape of the insertion member 3 is formed in the top end surface m2a of the 2nd mortar m2.

  Specifically, as shown in FIG. 7B, the recess 11 is on the back side (first mortar m1 side), and the back side recess 11a corresponding to the outer shape of the stretchable material 7 and the second mortar m2. And a top end side recess 11b on the top end face m2a side. Since the elastic material 7 is disposed intermittently, the back side recess 11a is also formed intermittently. Since the mold member 6 is formed in a long shape, the top end side recess 11b is also formed in a long shape. In addition, the back side recessed part 11a and the top end side recessed part 11b are provided in a row.

(9). [Electrode installation process]
[Electrode installation step N9] is a step of installing the electrode E in the recess 11. First, as shown in FIG. 8A, the third mortar m3 is laid on the bottom of the recess 11. In this case, the third mortar m3 preferably has high adhesiveness. As an example, trade name: Elgard Mortar RM is used.

  The third mortar m3 is applied to the bottom of the recess 11 after filling the back recess 11a. When the application of the third mortar m3 is completed, the electrode E is attached to the third mortar m3 so as to immediately follow the longitudinal direction of the recess 11 as shown in FIG. That is, the top end surface m1a of the first mortar m1 is used as a target for the installation position (installation height) of the electrode E. And if the 3rd mortar m3 hardens | cures, as shown in FIG.8 (c), the 4th mortar m4 will be filled into the recessed part 11, and the surface finish of the 4th mortar m4 will be carried out. As an example of the fourth mortar m4, trade name: Elgard Mortar SP is used.

  If the electrode E is installed in the structure A as described above, it is not necessary to cut the mortar to form the recess 11, so that no dust is generated due to the cutting, and the worker is good. The electrode E can be installed on the structure A in the environment. In addition, by placing the first mortar m1 and the second mortar m2 by spraying, the surface concrete portion C corroded by salt damage or the like is applied and then restored by the mortar, Compared to the case where the concave portion is formed by cutting after curing, the work for repairing the cross section and the installation work for the electrode E are facilitated, and the construction time can be shortened.

  The present invention is not limited to the above embodiment. In the said embodiment, it used over time so that spraying of the 1st mortar m1 and the 2nd mortar m2 might be divided for cross-sectional repair. In this method, the mortar is placed by dividing the [first placing step] and the [second placing step] over time, thereby facilitating work. However, in some cases, it is possible to repair the cross section by spraying the hanging surface C1 with a single placing process without dividing the mortar. In this case, the mold member is held on the hanging surface C1 or the exposed rebar R via a holding member (not shown). And after hardening of mortar, an electrode can be installed in a crevice formed by removing a mold member from mortar and removing a mold member.

  In the above embodiment, a trapezoidal cross-section mold member is used, but the present invention is not limited to this, and any cross-sectional shape that can be easily removed from the cured mortar and can be installed with an electrode, for example, has a square cross section. Alternatively, it may be semicircular or semielliptical.

  DESCRIPTION OF SYMBOLS 1 ... Saddle-shaped member, 1a ... Top end surface, 2 ... Mark for setting position, 3 ... Insertion member, 4 ... Thread, 5 ... Concrete screw for tension, 6 ... Mold member, 7 ... Stretch material, 8 ... Concrete for fixation Screws, 11 ... recesses, 11a ... back side recesses, 11b ... top end side recesses, A ... structure, A1 ... surface position, C1 ... lifting surface, E ... electrode, m1 ... first mortar, m1a ... top end surface, m1b ... black, m2 ... second mortar, m2a ... top end face, N1 ... lifting process, N2 ... design thickness display process, N3 ... first placing process, N4 ... blacking process, N5 ... yarn tensioning process, N6 ... mold member Installation step, N7 ... second placement step, N8 ... mold member removal step, N9 ... electrode installation step, R ... rebar

Claims (3)

Hatsuru the concrete and hanging step, the mold become mold member recess for the installation of the sacrificial electrode and the holding step of holding in a position away from the chipping surface of the concrete by a predetermined distance, the chipping surface of the concrete comprising a pouring step of pouring the mortar against, the recess formed in the mortar by removing the mold member from the mortar after curing and installing step of installing a sacrificial electrode in sequence,
The placing process includes a first placing process and a second placing process,
The first placing step is a step of placing a mortar on the hanging surface of the concrete so as to be a target of the installation position of the electrode for anticorrosion,
The holding step is a step of holding the mold member on the top end surface of the mortar placed by the first placing step,
The second placing step is a step of placing a mortar on the mortar placed in the first placing step so that the mold member held in the holding step is submerged. How to install edible electrodes.   2. The method of installing an electrode for anticorrosion according to claim 1, wherein the suspending step includes an operation of exposing a reinforcing bar disposed on a surface side of an existing reinforced concrete structure and removing rust of the exposed reinforcing bar. The punching setting step, the installation method according to claim 1 or claim 2 Symbol placement of sacrificial electrode is a step of pouring the mortar by spraying.

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