JP2006028762A - Aseismic reinforcing method and aseismic reinforcing structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a new aseismic reinforcing method which is achieved based on a viewpoint of integral reinforcement of columns and walls. <P>SOLUTION: The aseismic reinforcing method is applicable to reinforcing a concrete structure which is constructed such that the walls are arranged between the columns erected side by side at predetermined intervals, and that the columns and the walls are unitedly and continuously connected to each other. According to the method, an area from each column over a predetermined length of each wall laterally extending from the column is set as a unit reinforcing area, and a reinforcing member is mounted on each unit reinforcing area, followed by covering the reinforcing member with a reinforcing thickening material. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a seismic strengthening method, and more particularly to a seismic strengthening method for a structure in which a column and a wall are continuous, and a seismic strengthening structure.

  Conventionally, when a seismic reinforcement is applied to a concrete structure in which a column and a wall are continuous, the column is reinforced as a column, and the wall is reinforced as a wall.

  For example, as a method of reinforcing a column body, for example, when it is possible to sufficiently withstand an earthquake or the like, reinforcing bars are placed around the existing columns, a formwork is assembled, concrete is placed, and thickening by reinforced concrete is performed. RC hoisting method or steel plate hoisting method in which a steel plate is disposed on the outer periphery of an existing column and a filler such as mortar is filled between the steel plate and the column to integrate the existing column and the steel plate Is widely known. In addition, in order to further improve the deformation performance, particularly in the earthquake resistance, a tensile resistance material is wound up through a spacer arranged at an interval on the outer peripheral surface of the existing column, and the tension resistance material and the existing column are placed between the tension resistance material and the existing column. There was an earthquake-proof reinforcement structure in which an inflatable permanent material (for example, inflatable concrete or inflatable mortar) was injected, thereby applying a lateral restraining pressure to an existing column (see, for example, Patent Document 1).

Further, as reinforcement of the wall body, at least one wall surface slit penetrating the front and back of the wall member is formed in the surface of the wall member, and portions on both sides of the wall surface slit of the wall member are made of a reinforcing material. A connected structure or the like has been proposed (see, for example, Patent Document 2).
JP 09-59934 A JP 2004-100247 A

  However, when reinforcing an existing concrete structure to protect it from a large earthquake disaster, it is extremely inefficient to calculate the strength of the columns and walls separately or to construct them separately. The cost also tended to increase.

  However, there is no reinforcement method from the viewpoint of integrating and reinforcing the column body and wall body, so it is impossible to efficiently perform seismic reinforcement of structures where the column body and wall body are continuous. It is.

  An object of the present invention is to provide a seismic reinforcement method capable of solving the above-described problems.

  In this invention of Claim 1, a wall body is provided between the column body and the column body which stood up at predetermined intervals, and the said column body and the said wall body are integrally built continuously. A seismic reinforcement method for a concrete structure having a unit reinforcing surface up to a predetermined length of the column body and the wall body extending left and right from the column body, and a reinforcing member is attached to each unit reinforcing surface, The reinforcing member is embedded with a reinforcing thickening material.

  In the present invention according to claim 2, in the seismic reinforcement method according to claim 1, one of iron material, steel material, carbon material, and aramid fiber material is used alone or a plurality of materials as the reinforcing member. Are used in combination.

  According to a third aspect of the present invention, in the earthquake-proof reinforcement method according to the first or second aspect, the reinforcing member is formed in a linear shape and arranged in a lattice shape.

  In this invention of Claim 4, in the earthquake-proof reinforcement method of any one of Claims 1-3, the said thickening material for reinforcement is resin mortars, such as a polymer cement mortar, or an aggregate in this resin mortar. It is characterized by mixed resin concrete.

  In this invention of Claim 5, a wall body was provided between the column body and the column body which stood up at predetermined intervals, and the said column body and the said wall body were constructed | assembled integrally continuously. A seismic reinforcement structure for a concrete structure, wherein the column body and a predetermined length of the wall body extending from the column body to the left and right are used as a unit reinforcement surface, and a reinforcement member attached to each unit reinforcement surface is used for reinforcement. Buried with thickening material.

  (1) In this invention of Claim 1, a wall body is provided between the column body and the column body which stood up at predetermined intervals, and the said column body and the said wall body are integrated continuously. A seismic reinforcement method for a constructed concrete structure, wherein the column body and a predetermined length of the wall body extending left and right from the column body are defined as unit reinforcement surfaces, and a reinforcement member is provided for each unit reinforcement surface. After mounting, the reinforcing member is embedded with a reinforcing thickening material. By integrating the column and wall, both can be firmly reinforced at the same time, and sufficient seismic reinforcement can be applied. it can. Moreover, since it is not necessary to install a formwork or the like, the cost of reinforcement work can be reduced.

  (2) In the present invention according to claim 2, in the earthquake-proof reinforcement method according to claim 1, one of iron material, steel material, carbon material, and aramid fiber material is used alone as the reinforcing member, or Since a plurality of materials are used in combination, necessary and sufficient reinforcement is possible depending on the degree of reinforcement in addition to the effect of (1).

  (3) In the present invention according to claim 3, in the seismic reinforcement method according to claim 1 or 2, the reinforcing member is formed in a linear shape and arranged in a lattice shape. The effects (1) and (2) can be realized at low cost by using reinforcing bars and other reinforcing members.

  (4) In this invention of Claim 4, in the earthquake-proof reinforcement method of any one of Claims 1-3, the said thickening material for reinforcement is resin mortars, such as a polymer cement mortar, or this resin mortar. By using resin concrete mixed with aggregate, in addition to the effects (1) to (3) above, it has high adhesion, tensile strength and bending strength, and has sufficient toughness and flexibility. Also, the adhesive strength with the reinforcing member is strong, and a sufficient seismic structure can be obtained. Moreover, sufficient reinforcement can be achieved while the reinforcing thickness of the reinforcing thickening material is relatively thin.

  (5) In this invention of Claim 5, a wall body is provided between the column body and the column body which stood up at predetermined intervals, and the said column body and the said wall body are integrated continuously. A seismic reinforcement structure for a constructed concrete structure, wherein the column body and a predetermined length of the wall body extending from the column body to the left and right are used as a unit reinforcement surface, and a reinforcing member attached to each unit reinforcement surface Is embedded with the reinforcing thickening material, the column body and the wall body are integrated, and a solid reinforcing structure having sufficient seismic strength can be obtained.

  The present invention provides a concrete structure in which a wall body is provided between a column body standing upright with a predetermined interval, and the column body and the wall body are integrally and continuously constructed. A seismic reinforcement method, wherein the column body and a predetermined length of the wall body extending left and right from the column body are used as unit reinforcement surfaces, a reinforcement member is attached to each unit reinforcement surface, and then the reinforcement member is attached It is embeded with a thickening material for reinforcement.

  More specifically, the unit reinforcing surface is a predetermined length of the wall extending from the left and right sides of the column including the existing column, and the unit reinforcing surface is subjected to a keren process and an undercoat with a primer. The reinforcement method consists of a process, a reinforcing member attaching process, and a thickening process using the reinforcing thickening material. By such a reinforcement method, the column body and the wall body are integrated to firmly reinforce both. And a sufficient seismic reinforcement structure can be obtained. In addition, since this method does not require installation of a formwork or the like, it is possible to reduce the cost of reinforcement work.

  The predetermined length corresponding to the wall surface of the unit reinforcing surface may be appropriately determined as a length necessary for the column body and the wall body to be integrated based on a strength calculation or the like that is performed in advance. Further, depending on the desired strength, the unit reinforcing surfaces can be set on both the front and rear surfaces of the existing column and the wall body.

  Note that the thickening step can be performed by spraying, brushing, or ironing, and the operation may be repeated a plurality of times until a predetermined thickness is reached.

  As the reinforcing member, one of iron material, steel material, carbon material, and aramid fiber material may be used alone, or a plurality of materials may be used in appropriate combination. That is, necessary and sufficient reinforcement is possible depending on the degree of reinforcement.

  Further, the reinforcing member can be formed in a linear shape and arranged in a lattice shape. That is, for example, a general reinforcing bar or other commercially available reinforcing members can be used, and the cost can be further reduced.

  The reinforcing thickener is preferably a resin mortar such as a polymer cement mortar or a resin concrete in which an aggregate is mixed in the resin mortar.

  Compared to ordinary mortar and concrete, it has higher adhesive strength, tensile strength, and bending strength, and has sufficient toughness and flexibility. A structure can be obtained.

  The resin mortar is composed of a composite polymer emulsion mainly composed of an acrylate copolymer and a main material mainly composed of silicon oxide, calcium oxide and iron oxide, or cement and sand in a ratio of 1: 3 to 10. It is more preferable that the mixture is formed by mixing with This is because such a resin mortar further has sufficient toughness and flexibility, so that the above effect can be further enhanced and a more reliable earthquake resistant structure can be obtained.

  Furthermore, even if the existing column is displaced due to an earthquake or the like, the movement follows the movement, so that it is possible to reliably prevent the reinforcing portion from cracking or collapsing later. In addition, since it has been confirmed that the rust prevention function is fulfilled, even if the reinforcing member is made of steel such as a reinforcing bar, it can be prevented from rusting and deteriorating, and the reinforcing effect can be sustained over a long period of time. A sufficient seismic effect can be obtained.

  Furthermore, in order to increase the strength, it is possible to include reinforcing fibers or the like in the resin mortar.

  Such a seismic retrofitting method can be applied even if there is an opening for attaching a window frame or the like on a wall provided between the existing columns.

  Embodiments of the present invention will be specifically described below with reference to the accompanying drawings.

  FIG. 1 is an explanatory view showing a reinforcing structure of a column and a wall that employs the seismic reinforcement method according to the present embodiment. In the present embodiment, a plurality of existing pillars 1 that are pillars to be reinforced are erected at predetermined intervals, and wall bodies 2 to be reinforced are continuously provided between the existing pillars 1. Is formed. In the present embodiment, it is assumed that an opening 20 for attaching a window frame is formed in the wall body 2. Further, for example, an aluminum sash (not shown) may be attached to the opening 20.

  As shown in FIG. 1, the seismic reinforcement structure obtained by the seismic reinforcement method according to the present embodiment includes one side half 10 of the existing pillar 1 having a rectangular shape in cross section and the left and right side surfaces 11 of the existing pillar 1. , 12 up to a predetermined length of the wall body 2 extending to the left and right from a substantially central position is a unit reinforcing surface 3, and the reinforcing member 4 is disposed on the unit reinforcing surface 3, and the reinforcing member 4 is reinforced. It is embedded with thickener 5 for use.

  That is, as shown in FIG. 1, the seismic reinforcement structure constructed on the unit reinforcing surface 3 has a predetermined length of the thickened portion 31 and the wall 2 that are covered so as to hold one side half 10 of the existing pillar 1. The thickened portion 32 corresponding to the thickness is a continuous hat in a cross-sectional view.

  The reinforcing member 4 is arranged in a grid pattern by arranging main bars 41 as vertical bars on the unit reinforcing surface 3 at appropriate intervals, and by attaching band bars 42 as horizontal bars so as to be substantially orthogonal to the main bars 41. Has been established. The amount of the reinforcing member 4 can be appropriately determined according to the degree of reinforcement. The main bar 41 is connected and fixed to the existing column 1 via a mounting bracket (not shown) having an anchor that can be directly driven into the existing column 1.

  The reinforcing thickening material 5 is a resin mortar such as a polymer cement mortar in this embodiment, but may be a resin concrete in which an aggregate is mixed in the resin mortar.

  The resin mortar is prepared by mixing a composite polymer emulsion mainly composed of an acrylate copolymer and a main material mainly composed of silicon oxide, calcium oxide and iron oxide in a ratio of 1: 3 to 10. The resulting polymer cement mortar. In addition, it is good also as normal mortar which replaces with the said main material and has cement and sand as a main component.

  The polymer cement mortar has extremely high adhesive strength, tensile strength and bending strength, and has sufficient toughness and flexibility. Therefore, even if the existing pillar 1 which is a concrete frame is displaced, it follows the movement. The reinforcing portion can be reliably prevented from cracking or collapsing later, and the reinforcing member 4 can be firmly gripped. Therefore, it has sufficient strength as an earthquake-resistant structure while the reinforcement thickness is relatively thin, and the space where the existing pillars 1 are arranged is not reduced after reinforcement.

  The reinforcing thickener 5 made of the polymer cement mortar described above is mixed with the composite polymer emulsion mainly composed of a water-soluble acrylic ester having a large number of hydrophilic groups and having flexibility, with the properties of the inorganic base agent. It is considered that a strong adhesion force is generated because an adhesive layer having a high adsorption performance to the solid surface and excellent water resistance and environmental resistance is formed by the interaction.

  Moreover, as described above, since the cement component is in a strong alkaline environment, the rust that is likely to be generated in the reinforcing member 4 or the mounting bracket is oxidized, which is a kind of immobile oxide and the main component thereof is iron (II) hydroxide. It can be modified to a film (black rust) to prevent corrosion. Therefore, the reinforcing effect can be maintained for a very long time.

  Further, the above-mentioned polymer cement mortar is harmless, and there is no possibility of generating harmful gas, igniting or exploding during and after construction.

  As described above, in the present embodiment, the strap 42 is attached to the main reinforcement 41 connected and fixed to the unit reinforcing surface 3 extending over the existing pillar 1 and the wall body 2, and these are held by the one side half 10 of the existing pillar 1. At the same time, the wall 2 is set to a length that allows the existing pillar 1 and the wall 2 to be integrated. Here, the length to the opening 20 is used.

  Such a reinforcing member 4 can be easily constructed even if an opening 20 is formed in the wall 2 and a window frame such as an aluminum sash is disposed in the opening 20. And the reinforcement construction method according to the present embodiment has sufficient seismic strength only by reinforcing the thin member by applying the reinforcing member 4 using the reinforcing thickening material 5 without providing a formwork or the like. It was confirmed experimentally.

  The above-mentioned seismic reinforcement structure is constructed according to the following procedure.

(1) Keren Step First, the surface of each unit reinforcing surface 3 is shaved with a disk sander or the like, and the old coating film is peeled off.

(2) Undercoating Step Next, the surface of the existing pillar 1 is sprayed or brushed with an undercoating material made of resin mortar of the same component as the reinforcing thickening material 5 described above. In this case, the undercoat material here is composed of a composite polymer emulsion mainly composed of an acrylate copolymer and a main material mainly composed of silicon oxide, calcium oxide and iron oxide. It was produced by mixing at a ratio of 5.

(3) Reinforcing member mounting step First, the main bars 41 that are longitudinal bars are arranged at appropriate intervals along the unit reinforcing surface 3 that is substantially hat-shaped in cross-section, and then the band bars 42 that are horizontal bars are the main bars 41. It is arranged at appropriate intervals in the vertical direction while being attached to. When the reinforcing member 4 is attached, it is attached at an appropriate interval so that the reinforcing member 4 is fixed at a predetermined position by using a mounting bracket such as an anchor, a mounting bolt or a through bolt (not shown). Here, it is only necessary to be able to arrange the reinforcing member 4 on the unit reinforcing surface 3, so that the present invention is not necessarily limited to the mounting bracket described above, and other methods can be appropriately employed. For example, the strips 42 may be penetrated through the wall body 2 at appropriate intervals.

(4) Thickening step Then, the reinforcing member 4 is laminated by laminating the reinforcing thickening material 5 made of the resin mortar having the above-described component structure. At this time, first, as the first thickening step, the undercoat is applied. Thickening material made of the same material as the material is sprayed or brushed to increase the thickness by a predetermined thickness. The reinforcing thickening material 5 here is a composite polymer emulsion mainly composed of an acrylate ester copolymer and a main material mainly composed of silicon oxide, calcium oxide and iron oxide. It was produced by mixing at a ratio of

  Subsequently, in succession to the first thickening step, a composite polymer emulsion mainly composed of an acrylate copolymer and a main material mainly composed of silicon oxide, calcium oxide, and iron oxide are 1: 6. A second thickening step is performed in which a reinforcing thickener 5 made of resin mortar produced by mixing at a ratio of ˜10 is applied to obtain a predetermined thickening amount.

  Then, the second thickening step is repeated as many times as necessary so that the thickening amount becomes a predetermined thickness necessary for reinforcement.

(5) Curing process Thereafter, the reinforcing thickener 5 is solidified and cured at an appropriate time to complete the reinforcement of the existing pillar 1.

  In this way, sufficient reinforcement can be performed by an extremely simple construction, and the operation cost can be greatly reduced as compared with the conventional case.

  By the way, as the reinforcing member 4, not only the iron material and the steel material used in the present embodiment, but also a carbon material or an aramid fiber material can be selected and used. Furthermore, not only one kind of material can be used alone, but also a plurality of materials can be used in appropriate combination.

  The reinforcing member 4 is composed of the main bar 41 and the band bar 42. However, as a modification, instead of using the reinforcing member 4 ′ having a mesh shape in advance, as shown in FIG. You can also. The reinforcing effect in this case is the same as described above. In order to further enhance the reinforcing effect, double-sided reinforcement is applied here. That is, unit reinforcing surfaces 3 are provided on both front and rear surfaces of the existing pillar 1, a reinforcing member 4 ′ is attached to the unit reinforcing surface 3, and the reinforcing member 4 ′ is embedded with the reinforcing thickening material 5. Even in this case, when the reinforcing member 4 ′ is disposed along the unit reinforcing surface 3, it may be directly attached using a mounting bracket (not shown). Also in this case, iron materials, steel materials, carbon materials, aramid fiber materials, and the like can be suitably used as materials.

  Furthermore, a plate-like body (not shown) made of a steel plate or the like may be used as the reinforcing member 4. If the reinforcing member is such a plate-like body, the one side half 10 of the existing pillar 1 can be surrounded. As a reinforcing member that is bent in a U-shape and extended to the left and right by a predetermined length along the wall body 2, it may be attached to the unit reinforcing surface 3 using a fixture or the like.

  As mentioned above, although this invention was demonstrated through embodiment, this invention is not limited to the above-mentioned embodiment, In the structure where a pillar and a wall are continuous, a pillar and a wall are integrated and caught. The column body and the wall body extending to the left and right from the column body are defined as unit reinforcing surfaces, and the column body and the wall body are simultaneously reinforced for each unit reinforcing surface. Are included in the present invention.

It is explanatory drawing which shows the earthquake-proof reinforcement structure which concerns on embodiment. It is explanatory drawing which shows the earthquake-proof reinforcement structure which concerns on other embodiment.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Existing pillar 2 Wall 3 Unit reinforcement surface 4 Reinforcement member 5 Thickening material for reinforcement

Claims (5)

A seismic reinforcement method for a concrete structure in which a wall body is provided between pillars that are erected at a predetermined interval and the pillar body and the wall body are integrally and continuously constructed. There,
Up to a predetermined length of the column body and the wall body extending from the column body to the left and right is a unit reinforcing surface, a reinforcing member is attached to each unit reinforcing surface, and then the reinforcing member is embedded with a reinforcing thickening material Seismic reinforcement construction method characterized by doing. The seismic reinforcement method according to claim 1, wherein one of iron, steel, carbon, and aramid fiber is used as the reinforcing member, or a plurality of materials are used in combination. The seismic reinforcement method according to claim 1 or 2, wherein the reinforcing member is formed in a linear shape and disposed in a lattice shape. The seismic reinforcement method according to any one of claims 1 to 3, wherein the reinforcing thickening material is resin mortar such as polymer cement mortar or resin concrete in which aggregate is mixed in the resin mortar. . It is a seismic reinforcement structure for a concrete structure in which a wall is provided between columns that are erected at predetermined intervals, and the column and the wall are integrally and continuously constructed. And
Up to a predetermined length of the column body and the wall body extending left and right from the column body is a unit reinforcing surface, and a reinforcing member attached to each unit reinforcing surface is embedded with a reinforcing thickening material. Seismic reinforcement structure.

Images