WO2007037535A1 - Reinforcement method, reinforcement material, adhesive agent, and reinforcement structure for construction - Google Patents

Abstract

To provide a reinforcement method, a reinforcement material, an adhesive agent, and a reinforcement structure for a construction excellent in performance, execution efficiency, and cost performance. The method according to this invention is characterized in that the reinforcement material formed of a highly flexible material, which is elastic against a tensile load in the axial direction and has a rigidity against loads other than the tensile load so small that can produce an easily visible deformation by manpower, is fixed to an object to be reinforced which is fitted to and around the member of the construction to reinforce the object.

Description

 Construction bow shield, reinforcement, adhesive, and reinforcement structure

Sickle field The present invention relates to the construction of the structure ^ / left, the reinforcing material, the adhesive, and the reinforcing structure.

Light

 Background

 Rice field

i, 而灘断 ^難され、 顏甫強は国家目標の一つとさ 建築^^では、 辭冓造き 才の而 « ^計施: a¾i† ·同解説およひ (2003年改定） を^ ¾している。 また、 建築防災協会の既存 I ^造体育 の手引きと事例 （2004年） の中で觀 2謹の 事例を踏まえた天井の 法を示している。 天井と躯体のクリアランスをとること、 斜めの S l止め ており、 ±^ 、 建築^ でこれらの補強法に関する統一的な設計 る。 発明の開示 In order for the trouble to function properly, there are sufficient structures such as walls, pillars, and beams, and there is a strong structure, such as roofing materials, roofing materials, ceilings, interior materials, and wood materials. It is necessary to reinforce those attached around the structure such as ¾ »a so that they do not fall off. 2001 Geiyo; t Summary Gymnasium, Sakai Airport Terminole Building, 2005 Miyagi Prefecture Offshore Sports Job, etc., caused serious damage and became a social problem. The Ministry of Land, Infrastructure, Transport and Tourism has provided advice on the fall of the ceiling of a building with space in 2001, and has augmented 2003 (Sumiju 2402). Regarding the structure attachment, each tree construction

i, metaphysics, difficult, and strongness is one of the national goals. In architecture ^^, creativity and metaphor «^ measurement: a¾i † · description and revision (revised in 2003) ^ ¾. In addition, in the existing I ^ physical education guide and case (2004) of the Building Disaster Prevention Association, the ceiling law based on the case of 觀 2 謹 is shown. Clearance between ceiling and enclosure, slant S l stop A unified design for these reinforcement methods in ± ^ and architecture ^. Disclosure of the invention

However, the above-mentioned conventional method is difficult to construct in order to ISm a structure that has already been constructed, and has a slight strain (yield strain from 0 2% to 0 4%). It was difficult to reinforce the structural shearing of the structure, in which the follow- ing strong material was removed or damaged. In order to avoid this, if the design is made with the goal of deforming the inside of the bullet range even if a specific external force is applied, it will be necessary to keep it below the remark distortion of the reinforcing material. Because there is a need for a large gouge, there is a habit of squeezing force S. In order to avoid shear failure, a design method that makes it larger than the age and the degree of wrinkling is widely adopted. In fact, it is necessary to perform sufficient curing in preparation for a fire, etc., when the existing structure is subjected to a flaw that causes the possibility of shear failure due to a rotating load acting on the reinforced brace. Since iron-like iron cannot be easily folded or folded, it is difficult to narrow it. Furthermore, in existing structures, there are errors in the drawing method, and often the length and shape of the reinforcing material are displayed, so if used, cutting with a machine, drilling, etc. are required. If the filament is sucked into the fiber, it may be harmful, or an additional process such as shelf immersion may be performed. These are factors that increase the cost of the reinforcement work. It is a number. As the highly bent material, one having a material axis in one direction and two directions are used.

 Here, a structure is a building or other building, a bridge infrastructure-related facility, etc., which is attached to the surroundings of a building constructed as an industrial, disaster prevention, or life-related facility Construction materials such as walls, floors, beams, and pillars, t ^ words such as exterior materials, soundproof walls, structures such as advertising towers and their surroundings, and elements surrounding the structure A ^ ^ S Included in S quasi / Execution Order Article 39, Paragraph S¾.

The material axis is a direction specific to the braided highly flexible material. Usually, the reinforcing material is combined so that the shaft is straight. It is manufactured so that the dimension measured along the straight line and the dimension measured in the direction perpendicular to the axis, that is, the thickness and the width are constant. Has 2 辦 talent: ^ is usually the length and width direction of the material axis. In addition, in the reinforcement design of a projectile, the compensation system is generally proportional within the range of strain assumed to occur in the reinforcing material, that is, the stress force decreases in proportion to the increase or decrease of the strain. Examples of Okazaki that are used for tensile loads include textiles, bendability, Seoka | The highly bendable material of the present invention exhibits an axial direction against difficult deformation, and itself has a positive effect of breaking the stone with a shell, such as i breakage, shear breakage, or bend breakage. There is almost no possibility of damaging the stretch deformation of the highly flexible material. In other words, it is possible to damage the surrounding structure and the fixing structure provided by the selfish person by deformation of the reinforcing material other than in the axial direction of the material. The deterioration of the restoring force of the repeated prosthesis is smaller than that of the conventional reinforcement method. Can be installed. General prosthetic bow Considering that the supplementary length of reinforcement necessary to reinforce the frame is from several meters to several tens of meters, it is desirable that the weight per cocoon length be less than lkg Zm . Desirably thin enough to pass through gaps between firtas strong reinforcements and existing reinforcements. For normal construction and archery objects, clearance forces between 1 mm and 1 O mm 禾 g S Since the existing gap can be made, the thickness of the reinforcing material or the dimension of the portion that can pass the gap should be less than this size. Since the force of the reinforcing material fixed by the sickle is proportional to the thickness of the reinforcing material and the tensile elastic modulus (Young's modulus) of the reinforcing material, The greater the thickness, the better the efficiency. Therefore, when combined with the above 酉 Bit, ~ 3 mm 禾 IS is desired.

According to the present invention, a high-flexibility material is attached to a structure with an am adhesive, or is attached to one surface around an existing strong material, or is attached to a surface of several strengths around the surface. Thank you for being. It also requires a large anchoring structure: to paste the fSffi strong material in a spiral between the existing material and between the material and Z or the invention reinforcements. With the present invention, there is no time to replenish the reinforcement, and there is no grace time until the effect of reinforcement. Use the frictional direction / push of ^ P to press! In addition, the present invention can also be used in combination with a method of fixing and fixing a highly flexible material of the present invention with a conventional reinforcing material or a reinforcing method. ^ At the age of being settled on things, Is the material of the surface of the prosthetic arched object, and the material to which the anchoring shoot comes into contact, such as skeleton mortar, age, tile, etc. Toughness f 定 着 is the amount of energy required for this, and t 冓.

In the present invention, the energy (unit: [force] N / mm) and the average fixing force required for fixing the self-development f 纖, the surface separation unit of the fixing tree, and fixing the unit area It is assumed that glue is used to do. tilt self-flexibility Interfacial debonding energy of fixing shelf, tensile elasticity of magic self-flexibility material (simply calculate using thickness and thickness. Also, necessary fixing length, ie, selfishness force is generated. The fixing length is calculated from the force and the average fixing force, and the fixing force, that is, the fixing resin generates relative displacement between the base and the self-flexible material. Assuming that the shearing force is constant, it is important to find the maximum squid of a fiit self-flexible material whose fixing length is necessary. Among the materials that can be used, the mesh is relatively 1 to 3 N / mm ² , so the fixing strength is 5 N ^ mm ² and the ^: side is preferably 1 N / mm ² or less. Although the interfacial debonding energy is high, there are limits due to the structure and material of fixing leakage.

The present invention divides the interfacial debonding energy of Ι ΐself-fixed で by the average fixing force, and the relative displacement between the reinforcing material and the sound attachment, that is, the fixing detachment, and the fixing section 、 Turtle on the ground! ^ Occurs: ^ is now twice as wide as: Assume that peeling begins on ^, and set up a self-fixing carriage. Empirically, it is safe against external forces such as drawing, so that even if a crack of 1 mm to 2 mmag, or an opening of a crack occurs, it has a restoring force. In the case of reinforcement design for ordinary structural elements such as beams, the attachment of the reinforcing material should be determined so that the knitting cracks will be greatly displaced, or that large displacement will not occur at the design limit. However, in the design of collapse prevention reinforcement, it is conceivable that the self-crack is allowed to be finite. Calculate the thickness of the reinforcing material, the fixed sickle wall, etc., so that the balance of force and strain displacement 補強 are converted into the で ίίΙ in the state where the collapse risk is out of the plane. To do. At this time, the fixing force in the direction of self-independence is used.

 The present invention assumes that there is a one-to-one correspondence Mi 罕 through the IttBISt bio-establishment view and the ItitBISt bio-establishment view. Let's calculate archery, toughness, etc. Here, the crack width of the specimen is divided by the crack interval.

In the following, the above contents are explained by mathematical expressions. Suppose that a self-flexible material is installed through a part of the supplement. Since the high self-flexibility material has only Oka | 胜, it can follow the surface resistance of the bow. You can also pass the space where the object is stretched and say "1". Take the X coordinate on the tirtsr axis. In the age of crossing the space where the material is stretched, it is said that there is no looseness, so it becomes almost 麵. Fixation of selfishness when a flexible material exists through a space crossing area f 纖 dynamics of r 纖 is the ability to work according to the relative displacement between the high flexibility material of tin and the ground (referred to as fixing power) In addition to this, it is assumed that the external rigidity is small to ^. Suppose that τ has acted. With this relative displacement and fixing force, the work per unit area for the fixing it 冓 point area AwAx can be expressed by the formula (10). If I 胜 is small, I can't see the work done by external force.

The relative displacement before deformation of the reinforcement and the highly flexible material is zero, and it is assumed that it is more rigid than the highly flexible material. It is done. That is, the strain ε of the self-flexible material is expressed by the equation (11 s- ^d (ID dx equation (11)

G = jrsdx Yes 9)

 [bond] However, the section [bond] is a continuous section that includes a small area where the work G is calculated and changes over the phase zero. Also assume that within that interval, the transformation of the ΙίίΙ variable is assumed to be valid for: C.

 The balance equation for highly flexible materials is that σ is the stress in the axial direction of the material and t is the direction perpendicular to the axial direction of the material.

 Dx = td (13) However, the fixing force ^ W is not considered as a small load. lilf

In other words, the work done for fixing f 増 分 is an increment of self-flexibility in the fixing section [bond]. From Eqs. (11) and (15), the distortion and knitting and fixing force of the self-flexible material are directly attached, so work ^G is the fixing force and tilt self-high bend in the coordinates of the fixing force. The distribution shape related to the coordinates of the strain of the material can be expressed as follows.

G = m _h x ₍ δ, 17 7) Since it is assumed that the fixing force is opposite to the relative displacement, in Eq. (15), the highly flexible material strain is monotonically increasing or decreasing, and 5¾¾ If the maximum values are _{£ l} and f, respectively, the maximum strain E ₁ at the high joint end is obtained from Eqs. (16) and (17).

In addition, it is obtained by multiplying the maximum bending force (called the maximum force generated by the highly flexible material). In general, there are anchorage sections on both sides of the crack, so it is considered to be twice the nth place 3e. If this is △ ^,

The condition that defines the release limit of fixing f 纖 is the maximum relative displacement and maximum fixing. Here, if the work ^G made on the anchorage 冓 is used and this exceeds the surface separation energy), it is assumed that the anchorage release (peeling) force S occurs.

ただし、 σ₀は、 定着区間端部の高屈曲性材応力である。 また、 剥離

However, σ ₀ is the highly flexible material stress at the end of the fixing section. Also peeling

△ and the interfacial debonding energy system are calculated by substituting Δ = 2 into the equation (17) and assuming a large displacement 5 i on both sides of the crack.

dA = 2 ^ _M = ~~ and (2 1)

mb Te _f staying power is, as long as it does not exceed the destruction bow daughter of the base, if there is room in which the fixing leaks spread is partially lifted, the above model is established. Therefore, the above-mentioned wrinkles summarized in Eqs. (1 7) and 1) can be obtained by increasing the interfacial debonding energy ¹ ^ even if the fixing force is smaller than that of the underlying peeled arch. In the fixing solution, show the size of the fixing section [bond] by showing that the eye-to-displacement, that is, the fixing peeling limit relative displacement and the peeling limit turtle! ^ Can increase the stress increment, that is, the peeling limit force ^σ.重 1 ^ Heavy in designing the reinforcement of the invention

=—(a_] -び₀) (2 2) ただし、 式 （22) の左辺は、 定着区間の座標に沿って計った長さ 記高屈曲性材の厚さ tは、 一定としている。 従って、 必要定着長 ^b 材が嫌己定着 f働の剥離限界でィ¾1"る応力に财る定着区間の長さと 式 （22) び ₀ =0、 び とすれば、 ^^側 （大きめ） に言鞭でき 丄 (2 3) て, ここで、 定着腿の定着力は、 剥離限界までは相対変位に関わらず すれば、 剥離した区間の編己高屈曲性材には、 定着力が作用していない のように、 計算できる。 (1 3) is divided by the fixing section [bond] and the average fixing power of this section is taken.

= - _(a] - Beauty ₀₎ (2 2) However, the left-hand side of equation (22), the thickness t of the measured along the coordinate of the fixing section length SL highly flexible material, is constant. Therefore, the required fixing length ^b is the length of the fixing section and the equation (22) and ₀ = 0, and the ^^ side (large) 2 (2 3), where the anchoring force of the anchoring thigh is independent of the relative displacement up to the separation limit Then, it can be calculated as if the fixing force does not act on the knitted and highly flexible material in the peeled section.

ノノ Ad _B = 2, ^b f ^≥ b _fne (2

Nono

 Deformation of bow and deformation of self-contained materials and high-flexibility material ぉ yohi lii W dynamics of biodegradation leakage In this way, it can be expressed simply by mathematical formulas. The power performance can be easily calculated by reflecting the design design that complies with this provision. In particular, because the strain displacement structure of the high-flexibility material is monotonically monotonous, the structural calculation with the compatibility was reinforced by using iron with a small allowable strain. This is a significant advantage compared to using the gg calculation formula.

In the normal reinforcement design, the turtle and turtle shell is smaller than the last one, and it is about 1 mm at the design limit and about 5 mm at the margin. Assuming that the MS is also the same MS, the reinforcement in the axial direction of the reinforcing material ^^ is small. Even in the section where the ground is separated, the axial direction of the reinforcing material and the ground surface ^! It is considered that there is no problem in the design when the direction is 1 m ". However, there is an age that considers crack displacement in the design to prevent collapse, and for example, a design that partially collapses the ceiling slab. However, it is not always necessary to keep Fujimi's displacement to a few millimeters. ^^ is reinforced in consideration of the fact that the reinforcing material peels off from the base and is in the section where the reinforcing material is different from the axial direction of the reinforcing material. For the sake of simplicity, it is assumed that the lower ground is flat and bonded to the entire surface.The danger of collapse is the direction of the outside of the lower ground. Through the lower ground outside This is the fixing force of the fixing mechanism per unit length in the out-of-plane direction, and is a value that is suitable for fixing defects. In general, this is to be tested on the heel of the reinforcement axis (fixing force direction) and the surface, usually 0 = 90 ° ^. As mentioned above, it can be said that the value is 0 = 0 °. In addition, the collapse material and the release material generate strain ε and tension ^q force in the axial direction of the material, and the displacement of the tiff self-risk is increased until this out-of-plane component ^q “force is applied. There 0 angle formed by the reinforcing member axis and the base surface was peeled off from the base, Xie lines and ΙϋΙ himself dangerous咅Μ elevation of瞧^α

(26)

Therefore, the design assumes the shape and weight of the collapse risk, sets the constant range so that the separation limit line falls within the constant difficulty range, and the m ^ mi reinforcement thickness Select an appropriate elastic modulus (Young's modulus) ^E r,

^Ay can be kept within the noon value by Eq. (28), and on the lower ground by Eq. (10) force and Eq. (24).

Deformation performance with cracks in the anchoring section, such as concrete pillars and walls, can be calculated as a one-to-one correspondence between the reinforcement main body and the apparent principal strain of the braid. . Here, the apparent principal distortion P is the equation (29 Expressed as a number. Therefore, a one-to-one correspondence system is obtained by writing the system of Eqs. (19) and (21) in C and looking at it. e _f = ^m »c ^s fe (30) where is the phase sentence A crack spacing, divided by the required anchorage length defined in the crack spacing reinforcement (23). Peel limit strain

The peeling limit stress obtained when σ ₀ = 0 in (20) is defined as the Young's modulus ^E f of the reinforcing material.

However stiffener I ¾ ^ force if Jozure the Young's modulus of the reinforcing member to the reinforcing material distortion of the formula (30), reinforcement strain, does not exceed the peeling limit strain ^£ fe, reinforcing material is able to stitch. In addition, since there is a reinforcing material force even at a stress that can be obtained by the lower-class body, it can be applied to the range of the main strain of the observation that satisfies Eq. (30). In the ¾ system, the apparent strain is almost proportional to the strain of the reinforcing material, and the calculation formula for the load deformation plane of the genius can be simplified.

In the case of the conventional test H example, it is said that it is a good anchoring carrier that can destroy the arched mosquito mosquito. It was actually observed. However, in the case of a tree, fixing f 纖 rupture will result in the loss of a strong effect, resulting in a fixing mechanism, and the toughness of the reinforcement itself is also impaired. On the other hand, toughness fixing of the present invention Even after the occurrence of the problem, the property that the surrounding settlement is mobilized and strengthens the reinforcement effect »^ It can be calculated as a mechanical model that is usually used in the design calculation of the bow. In addition, in order to require detailed calculations, various properties such as resistance to deformation and deformation performance of the structure after reinforcement are measured by means of several measures.

 The present invention is rich in self-advanced and highly flexible material, and by making use of the shape of the material, it can be used in various shapes at various locations, and the last name can be regarded as 敫. To do. Language exchanges include moths, surfaces of mosquito mosquitoes, and accessories for archery. Shapes include linear, spiral, bellows, and collar. More specifically, improvement of performance and performance improvement are the purpose of damage control, space securing, and collapse prevention. Brief Description of Drawings

 Fig. 1 Reinforcement structure that has been complemented by the male form of the ίlin invention # 1 Fig. 2 is a cross-sectional view of the reinforcement structure shown in Fig. 1.

 Fig. 3 is a fixing part when SRF reinforcement is installed as a brace (Fig. 1 is a detailed view of Fig. 1).

 Fig. 4 shows the SRF reinforcing material installed as a clip (part B in Fig. 1). (A) is a side view and (B) is a view from arrow B in Fig. (A).

Fig. 5 shows the SRF reinforcement as a stopper 3 4 (part C in Fig. 1), (A) is a ^! View, and (B) is a view from arrow B in Fig. (A). . Fig. 1 1 Ultimate change of pillar with ffi bow prevention method according to embodiment of scalloped invention

There is a straight graph.

Fig. ¹² shows the finishing of the wooden complement method according to the embodiment of the present invention.

 FIG. 13 is a view of a degraded part in the wooden prosthetic hindrance method according to the embodiment of the present invention.

First 4 embodiment by wooden complement ¾ of FIG 〖invention ^ / removed by among, and withdraw the deteriorated part, bonded strip this surplus first ⁵ FIG 〖illustrating a method of reinforcing glue wound and Hako醒Uranairi It is a taper in the wooden prevention method by the actual expansion state of the pot invention.

 Fig. 16 〖It is a wooden figure in the form of the jar of the invention.

 Fig. 17 〖Apply the adhesive in the wooden bow protection method according to the actual state of the invention.

 Fig. 18 ί This is a figure showing a reinforcing material attached to the wooden construction according to the actual constitution of the invention.

 FIG. 19 is a perspective view showing a reinforcing material pasted in the woodwork obstruction method according to the embodiment of the itt invention.

 Fig. 2 is a flow diagram of reinforcement work according to the state of the second country invention. BEST MODE FOR CARRYING OUT THE INVENTION

First, the reinforcing material used in the embodiment of the present invention will be described. Flexible construction that can be changed slightly is possible. In addition, this reinforcing material can be easily cut by manpower. With this! It will be easier to squeeze the dimensions in one place.

 曲 げ Pelting and sheet material bending 胜, 麵 麵 Of raw, and shrinking is so small that it can not be seen. Main material and row design such as wood, concrete, ¾ etc. ^ S The performance of leather lt raw can be calculated.

甫 Strength material is elastic to tensile force of 1% or more and further to tensile force of 5% or more and ^ 0% or more. (In general, the stress increases proportionally to the strain.) Attached to structures such as wood, concrete, etc. Further, the strength of the reinforcing material is up to about 3%, and generally less than 1%, so if the strain is more than 1%, most materials are elastic up to fffi If the strain is elastic up to 5%, or 10% or more of strain, it will be elastically resistant even if the strain is 15 times or more, or 3 times or more of the value of 3%. In other words, if the design is elastic up to a strain of 1% or more, even if the prescription is set to 1%, the design cannot be made impossible or the design becomes uneconomical. Furthermore, if it has elasticity up to a strain of 5% or more than 10%, it will behave as 14½ according to the model used in the design even if it receives the design strain. J: There is no possibility that the external force itself, such as summarization, and the response will exceed the design assumptions, and the reinforcement effect of the present invention is This is a conventional reinforcement in that it is continuously increased. It becomes difficult to obtain high flexibility as it burns. If the thickness exceeds the tolerance, it will not be possible to pass through the gap between the objects, and it will be necessary to cut, shift, or replace the reinforcements during the fixing work. It is. For ages with a bow thickness equivalent to the thickness of ffilBffi strong material of 1 O mm or more, how many pieces of this reinforcing material can be used, how much to arrange, how many can be used repeatedly.

 The weight of the reinforcing material necessary for reinforcing the ladle at one location is less than the weight of S which can be easily carried by manpower. In general, the length of each reinforcing point of the material to reinforce the prosthetic acupuncture material depends on the shape of the prosthetic sword, the attachment required for the strong material, and the bow key and reinforcing material. For example, Oka I 胜 and Yumi Musume. Considering the size of general structures and prostheses, ffrtS ^, the required length is 3. There is a total length of 10 required to spiral the pillar reinforcement around the column, etc .: In this case, there are around 10 reinforcements per section, The above length can be reinforced. Therefore, the power of l k g or less per l m »^ From 11 ^ which facilitates the line, if the weight per length exceeds l k gZm, 3 π! When the weight is 3 kg to 15 or more at -15 m, it is difficult to perform 1 ^ 樓 in a narrow place. The strength is about 0 l kg to 04 kg per lm.

 Strong materials are stored in a roll and stored, and can be cut easily. This facilitates on-site dimensions fi ^^ force <<.

甫 Strong material has a design limit strain (usually 1% for the belt material and 2% ¾1¾ for the sheet material), which is the main reinforcing material in the design calculation. By guaranteeing the reinforcement effect at the manufacturing stage 0 When yielding strain of 2% to 0% or more, it yields and leaves plastic ^, so it is treated as generating a certain amount of stress (yield force). Also, the weight per unit length of the polyester belt of the thickness and width of the kit itself ranges from g Zm to 0 3 kg Zm. NomS¾ per unit length of sheet material. However, since the woven fabric is long enough to be fe¾, it is desirable to manufacture it using a weaving method or a post-treatment method to suppress this. 0) Since the tensile modulus (Young's modulus) is used to calculate the force of the material, it is necessary to satisfy this standard value. The polyester belt which is an example of the highly flexible material of the present invention includes various forces of 5 mm, 3 mm, 4 mm and 5 mm, and those having a self-relaxed Young's modulus of 4500. It has been experimentally confirmed that these materials are piled up to form a ttriBs-type anchoring layer, and various pulls in increments of 2250 N / mm are obtained from the initial value of 11250 N / mm. This means that the design bow can be allocated within the width of 2 250 NZmm as required in the design calculation.

Next, an example of toughness (4¾ leakage) of the present invention will be described. The reinforcing material of this example is fixed to a sentenced article. The adhesive used in this example is urethane-based one-component Good adhesiveness and less harm to humans Adhesives have an interface peel energy level (average fixing power) that has been redesigned as shown in (2 3) in the design calculation. In addition, this is the main factor that determines the transmission force of the reinforcing material, and this allows the release limit of the anchoring tree in this example to be used at the manufacturing stage. , ΙίίΙ, the limit of women, on the spot It is possible to fit within the range of the cracks beyond ¾s. However, as mentioned above, the average shear force is 5 NZmm ² or less. If the installation interval of the anchorage is too rough, the local stress homogeneity on the reinforcement will be lost. Also, if this is too weak, it takes time to 1¾§. The fixing mechanisms will interfere with each other physically, and installation will be hindered. From the above, it is desirable that the installation should be 50 mm¾g. Reinforce with a spiral structure: ^ At the end of winding, the reinforcements are supposed to be connected to each other, but this can be done by using a fixing method such as joining the reinforcements with clips. It is desirable to secure a uniform anchorage and improve the strength and toughness of the reinforcement by narrowing in the # direction along the axis of the material.

1 0 5 mm square length 3 1 0 mm 2 pieces together;! ^ Tana ^^ straddle, mm, width 10 O mm, length 3 0 0 mm, ¾ "¾ Young's modulus ( ^ Tree i) The test was conducted by attaching 2 pieces of 4 50 O reester belts to the opposing surface with a fixing length of 15 O mm.The fixing was a nail with a diameter of 12 mm and a driving length of 16 mm. This is an example of the present invention formed by a number of mechanical fixing mechanisms, and the nailing area is 5 mm from the joint and the reinforcement layer. The area of mm is 4. When the load is opened and the load Mi is measured so that the ages are separated from each other, the maximum load is about 30 kN, and the separation limit variation is obtained. From this, the average fixing force is calculated to be about l NZmm ² and the interfacial debonding energy mm From the wooden design key + based on the allowable stress method, the diameter of 12 mm is calculated to be about 43 N per unit. Win The thread ^2. IJ been ΙίίΙ his own average holding power of about I NZmm ² is here of 2 Bai禾 m, foot length 13 mm), and 20 mm in the length direction, 10 0 40 mm in the width direction, and 65 mm in the entire overlapped area. By applying the belt weight and measuring the displacement of the load and the displacement, a maximum load of approximately 1 2 approximately 15 mm was obtained. This corresponds to an average fixing strength of about 0.5 N / nm ² and an interfacial peel energy mm.

 Next, an example of the application line of the present invention is shown. In Fig. 20, the reinforcement of this example is performed according to the following procedure.

 1) So-called wake-up

 The layer of the highly flexible material (hereinafter referred to as “reinforcing material”) of this example shown in the design booklet S is used as the basis for reinforcement.

 2) Reinforcing material β

 Cut the reinforcing material of this example to the required dimensions and place it in a temporary storage box. You may make it circulate temporarily (it is called temporary winding) at the age of the method of wrapping.

3) Adhesive application

 Apply adhesive to the entire reinforcement area of the base. However, apply adhesive and apply double-sided tape for fabrication as needed.

 4) Start applying reinforcement

Reinforcing wood ^ g Opening か ら Place the reinforcing material on the lower surface of the shell from standing upright. The spiral winding is applied horizontally around the axis perpendicular to the axis of the genius. In the case of the glue winding method, paste it on the right axis of the musical sensation axis and stop it with one side overlapped. In either case, apply an adhesive that overlaps the reinforcements. In addition, when shellfish are squeezed, they are loosened by adding cocoons manually. Apply adhesive to all reinforcements or overlapping areas. In addition, it will loosen with the power of shellfish occupying, and it will be poured out without sagging.

 6) Finishing the reinforcement

 When you stick a strip, you end it by sticking the reinforcing material with one push. The double-sided structural tape or staples nail spiral wound on the surface of the shell has been reduced to less than a quarter of the winding end base and belt end on a certain side. In this case, start from the thread toward the reference line at the end of the next side, stick it horizontally in the direction perpendicular to the axis of the axis, cut the strong material repeatedly, and end the winding. In the case of glue, stick the rod ^^ at right angles, cut it 32 lengths, and end the winding. At the end of sticking, hold it with a supplementary tape to prevent it from peeling off until the agent is formed. Apply adhesive to all the overlapping parts. Also, when sniffing shellfish, be careful not to loosen or sag.

 7) Bald

 Considering the weather resistance and aesthetics, etc., select the ±± bend / leave suitable for the construction site and restore the installed equipment to the specified location.

Next, an example in which the present invention is implemented for a ceiling, which is an example of a sensitive image, is a view showing # 1 of the age when the present invention is applied to the ceiling, and FIG. 2 is a sectional view. 5 is an enlarged view of a constant amount of the highly flexible material of the present invention shown in FIG. It is tightly connected to beams 2 4 or purlins 2 6 such as a ceiling 1 2, a village village 1 4, a suspension bolt 1 6, a hanger 1 8, a horizontal tether 20. Conventionally, the reinforcement shown in FIGS. 6 to 8 is used. Ceiling disasters caused by difficult external forces such as 疆 In this example, in place of these conventional methods, the above-described supplementary reinforcing material of the present invention having the wrinkles or simply referred to as a reinforcing material is used, and the method of the present invention uses the adhesive. For example, as indicated by reference numeral 30 in FIGS. 1 and 2, as a brace reinforcement between the side and the ground, and as a clip that reinforces as indicated by reference numeral 32. As indicated by reference numeral 34, it is implemented as a detachment stop. In FIG. 3, the reinforcing material 30a is received, and an adhesive is applied to the portion where the reinforcing material 3Oa overlaps to adhere. In FIG. 4, the adhesive is applied between the ridges 14 and 12 and the portions where the reinforcing material 3 2 overlaps. In FIG. 5, the bonding surface is between the hanger 1 8 and the reinforcing material 3 4. It should be noted that the length between the above-mentioned reinforcing materials is always the length between the reinforcing material and the prosthetic frame over the required fixing length obtained by the design calculation as shown in the example. For example, a method of adhering only the laterally facing surface and the upwardly facing surface is possible, and it is possible to omit underwear health.

 FIG. 3 is a detailed view of 0 a (part A in FIG. 1), where the SRF reinforcing material is referred to as brace 30 as described above. The SRF reinforcement is highly flexible and is wound around the taro receiver 14 in a spiral manner, and is fixed by applying the reinforcements together with the reinforced material and the village healing agent.

Fig. 4 is a detailed view of clip 3 2 (B in Fig. 1: B: ^), as described above (A) 1 view, (B) is B in (A) Arrow Since the reinforcement is rich in flexibility, as shown in the figure, after attaching 緣 1 2 and 里 彖 1, extend it as a hanging state, and then wrap around this between 1 2 and door 櫞 1 4 Apply adhesive to fix. In the following example, a polyester SRF reinforcement with a thickness of 25 mm and a width of 50 mm is used as the reinforcing material, and a polyurethane-based single-component solution as the adhesive! ^ Adhesives (SR. Tables 1 and 2 list the product rules for reinforcing materials and adhesives.

 Table 1 Table 1 Made of felt-like SRF reinforcement P

 c Standard value

 Name SRF250 Material Polyester Thickness nu 2 5

 t

W 50

 ¾ effect Young (N / mm2) 4,500

^E f

 Breaking strength (N / mm2) 400

 Perfect / "Same distortion (%) 10 0

 ε

Table 2 Name SRF20 SRF30 Material Urethane

 No solvent

Average bond strength 10 N / mm ² 1 5 N / leap ²

 Interfacial debonding energy 10 N / mm 15 N / mm Here, the Yanagi Young's modulus is a harm at the design limit strain (1% strain in this example). The interfacial debonding energy is the unit required for debonding and is a withdrawal of ¾g of bonding.

Design includes deformation of reinforcement due to deformation of reinforcement structure, breakage of reinforcement, reinforcement First, the design related to deformation of the reinforcing structure will be described. In Fig. 2, the shear strain of degree γ and the shear deformation (the phase between the cross-linker and the heel-bearing ¾ the plane displacement is the lead value of both) ^ From

Where a and b are the horizontal footpad and vertical space at the heel position of the reinforcement, respectively.

2). In addition, if the horizontal component of the reinforcing material tension Q = ^€ f ^ f ^ ^m is P and the rate is ^ε , then there is the following Γ relationship between the shear variable γ and the supplementary reinforcement structure麵 I る G in the direction of extending the reinforcement of

Ρ = Qco, p = ε _f E ftwmcos =-.w mco p) γ -G γ

a ^{+ b}

Here, ^F 'is the effective Young's modulus multiplied by the thickness, and is a coefficient representing the unit width and unit material 勸, and is called the 勸 factor. Also, w, is the width of the reinforcement:

(tan? = —

The angle ^a between the strong material and the horizontal. Substituting the tree of the reinforcing material in Table 1 into equation (2), what is the effect of the reinforcing material? It is possible to calculate the shear deformation and the Γ relationship of the load. Example

SRF250, ^{= £} pa ^{= 4500 x 2 5 = 1 1250iV /} image) and 45 degrees with the pillar = ⁴⁵ . ,, And ₃ per ceiling plate area S = l5m ² = 50 _WOT , w = 3)

ただし、 gは、 加 ¾gである。 式 （3) と （4) から、 変 角が次 = _j / G = 0 28% = 1 /357 From (2)

Where g is an additive g. From Eqs. (3) and (4), the deflection is next = _j / G = 0 28% = 1/357

If we say “WW” to suppress the shear deformation angle の of the reinforcing structure of this example due to the relative vibration with respect to the roof of the ceiling, it will be good for the above-mentioned woman.

Next, we will examine the reinforcement breakage. Product rule for elongation at break of reinforcing material is 10%. Based on the shear strain γ obtained by Eq. (5) and the condition ^{(? = 45} ° ' ^{α = ό} (1), the reinforcement strain is calculated as follows: 0 14% «e _fu = 10%

この値は、 Ιϋΐ己規樹直 1 o %より遥カに小さく補強材は、 破断しないと 次に、 定着は、 補強材と離彖受、 横つなぎ等の間を接着剤 SRF 2 0を で求めた必要定着長以上の長さに渡つて接着することによつて行なうと に関する検討を行う。

This value is far less than 1 o%, and the reinforcing material will not break unless it breaks.Next, fixing will be done with the adhesive SRF 2 0 between the reinforcing material and the support. We will conduct a study on the bonding that takes place over the required fixing length.

 In general, with a sufficiently long fixing length, the limit strain (peeling limit strain) that causes adhesive peeling by receiving a force of ¥ if on the flat adhesive surface attached to a flat object surface is

\ 2G _f

 —

補強材に発生する歪は、 式 （6) より計算されており、 式 （8 ) の剥 The product rules for the reinforcing materials and adhesives shown in Table 1 and Table 1 are expressed in Equation (7) as f

The strain generated in the reinforcing material is calculated from Equation (6).

従って、 補強材を闺揚受等の既存材を周回するように設置して、 149mm

Therefore, the reinforcing material is installed around the existing material such as a kite receiver, and 149mm

By taking (the length of the bonded part), it is possible to obtain a fixing structure that does not define up to 33% reinforcement distortion (Fig. 3). This is much larger than the calculation of 14% calculated by Equation (6), and it is designed to cope with unexpected leakage. In addition, substituting the strain 0 14% into Eq. (9) for 1 33%, the following is obtained: The force multiplied by the safety factor (for example, 2) to obtain ¹⁶賺 is used as the fixing length. It is also possible to establish a laminar design that does not circulate, for example, fixing to the side and top surfaces of horizontal bridges and village receptacles of 16 mm or more. This method is applied in the same way as in this example in the same way as in this example. That is, the load and elongation acting on the reinforcing material In other words, Oka I 胜 of the reinforcement structure is calculated from the study conditions and surrounding existing reinforcement materials and the M system attached to the building structure. The load acting on the reinforcement structure and the reinforcement material is From the working load of the building structure, it is sufficient to examine the reinforcement breakage and anchorage failure as in this example. Since this reinforcement does not have bending J †, shear rigidity, or compression oka of life, it can be handled as a string material on bow I tension, and a structural model can be constructed and structural calculations can be performed. Not limited to the bonding in this example, a hole may be made in the reinforcing material to fix the material mechanically to the pin surrounding material, or the reinforcing material may be stopped using a clip, or these may be used in combination. It is possible to obtain these conventional types of archery with a fixed age according to the calculation method. In addition, when the leaky fixing carrier is used as a thin paper, the above-mentioned adhesive can be used to equalize the interfacial peeling energy.

The separation limit strain of the fixing structure calculated in this example is 1 33%. When using a reinforcing material with B accommodation rigidity or bending habit, the reinforcing force is applied to the reinforcing material as a result. There is a risk of jumping out and destroying the surrounding brackets. Main Tsutsukaoka Oka other than I 胜 iJ sexuality sDesign »Small enough to see, this problem is not. In this example, the case with shelf sound was taken up, but as is clear from the calculation formula of this example (by adding the symbol m in the equation) It can be used not only for craftsmanship, but also for those requiring larger reinforcements and bows.

Next, an example in which the present invention is applied to a reinforced concrete wall is shown. Fig. 9 shows various types of reinforcement in which F reinforcement is pasted with adhesive. In this example, the design of the supplementary construction ^^ is based on the ten truss-arch theory. せ ん^{σ σ} ίΡ = "f ^s P is the stress at the peeling limit strain in the constraint type, As the ultimate strain (= 0 003), it is included in the same way as the wall-reinforced steel bars. The leather lt is assumed to be curved and the plane ^^ is assumed to be bent. The shear margin and leather shown in the above are ¾i.

Types and types of concrete wall reinforcement

 Model Name | Type

 SRF reinforcement on one or both sides of the wallboard

SRF-W

 Reinforcing reinforcement.

 Unconstrained

 In addition to SRF-W, one or both sides of the side pillar

SRF-CW

 Apply SRF reinforcement

 Side column legs (1 D section) in addition to SRF-C W

SRF-CWS The calculated arches of the pillars are calculated in the same way as for the reinforcing steel bars, using the strength of the torsional arch design of the building as the stress at the peeling limit strain, using the i¾i force of the reinforcement as the strength equation. The toughness is calculated for the bending column by calculating the shear margin from the calculated values of the daughter and the flat ί¾ bow, and using the formula of the natural disaster tolerance and toughness. . For toughness of shear columns,

(21) As shown below, a calculation method is adopted by appreciating the deformation of the shear mass and the reinforcement ¾i force. However, ^e eight ^S "is the final inner dimensions) shear column, ^D is, the pillar section blame, ^h is the pillar in the glue height, ^f or" diagonal distortion shear mass is calculated by the formula (34) It is assumed that the peeling limit strain of the reinforcing material. Strong material shelf Young's modulus, ^G f, is the thickness of the interfacial debonding energy reinforcement of the adhesive layer of the almost fixed carrier. Here, せ ん 断 is a diagonal line with shearing fins that cut off the ridge.

_L R _u = (D / h ₀ + h ₀ / D) s _fptl , ≤20, (3 2)

= 25 ^^, h ₀ / D≥20 (3 3)

 (2G ~

^£ fp = ^s fe = _λ Ητγ ^ ^ f _P u≤ 0 \ (34) where V ^f

By the reinforcement of the present invention, it has been experimentally confirmed that even if shear is ¾¾, it is as large as ¾rT compared to a bending column. In Fig. 11, the deformation angle is reduced to 80% of the final variable that was ^ IJ in the experiment) and calculated from (32) to (34) (1) As shown in Fig. 12, remove the finishing material at the complementary part.

(2) As shown in Fig. 1-3, the mating is corroded and deteriorated, and it is likely to be damaged. If an abnormality is found, report it to the design supervisor, ask for the decision, and replace the part. Figure 14 shows an example of replacement of deteriorated parts and reinforcement.

 2 Lower leg

 (1) Surrounding sound P¾ "Stain on the surface (Dust that interferes with adhesion, etc. Remove with a brush, etc. New with a brush, dirt, etc. that cannot be removed with a brush, etc.) Cut out the surface.

 (2) Measure the step at the border between brazing and brazing, and create a taper with to make the step smooth as shown in.

(3) As shown in Fig. 16, mark the ¾ ^ box.

3 Adhesive application

As shown in Fig. 17, apply adhesive to the bonding area. As a guideline for the amount of coating, apply a uniform comb spatula with a thickness of 0,5 mmi? ¾g. (An appropriate amount of adhesive can be obtained by using a special blade.)

4 Paste

 (1) As shown in Fig. 18, attach the pulling end of the shellfish so that it can be temporarily fixed with a stapler. Fix it with a puller or nail in the same way as the beginning of the fortune-telling.

 (2) Push it with your hand so that it will adhere well to the belt.

 (3) As shown in Fig. 19, apply a piece of wood to a mallet or rubber hammer.

b^ = - ^2E_fG_ft ( 3 7 ) ただし、 て f

b ^ =-^ 2E _f G _f t (3 7) where t

Here, ^[rho 'the fixing length is necessary fixing length more ^^ strip bonded groups fixing length needs fixing length following the strip-attached reference耐Ka, ^W f is the reinforcing strength member axis joining surface ( The angle formed by the cracks, ^ is the reinforcement anchoring length, T is, stiffener thickness, the reinforcing member Young's modulus, ^G r is interface delamination

^{Γ /} is a flat detachment TC. The coefficient 0 478 is obtained from the shape of the load parabola that has been reinforced in the direction of this example according to the method described in “Kijoe Main Design”. The necessary fixing length is the fixing length necessary and sufficient for exhibiting the peeling limit bow as described above. In addition, the shearing force τ used in the experiment is recognized to be a cloth with respect to the coordinate axis and to change linearly in the strain force within the fixing section. Yumimusume's formula (3 6) Force S is obtained.

 Furthermore, an example applied to the collapse prevention is described. Concrete slab fall hazard ¾ί The required fixing length and thickness required to prevent the fall by attaching SRF reinforcement to a healthy sonic surface can be calculated using Equation (38) or less. This is a rigid body represented by a closed curve on the surface and a dimension in the thickness direction 一 様, but it is a uniform displacement in the out-of-plane direction. Assuming that the separation boundary line extends to the above, the model described in the equation (2 5) force equation (2 8) is embodied.

Out-of-plane reinforcement

危険咅 M立の面外方向補強の寸法 M

Danger 咅 M Vertical out-of-plane reinforcement dimension M

 From the centroid of the danger stand to the surroundings (each direction) [Orchid] Out-of-plane direction required anchorage length ½: From the centroid of the staggering

Ύ Danger Standing unit am amount [N / arm ³ ]

 K out-of-plane reinforcement design [Dimensionless]

 Required thickness of reinforcing material for out-of-plane reinforcement [nm] Out-of-plane direction Necessary allowable displacement [匪]

 Necessary fixing length in the in-plane reinforcing load [Picture]

^D “ _ne , required fixing length to _reach the peeling limit [arm]

 Reinforcement material Young's modulus [N / imfl Interfacial debonding energy [N / nm] For example, the danger of collapsing in the out-of-plane direction is concrete, H = 200nm = 500

9rmi、 歸剤は、 SRF20 / =0 7 / T， =1Ν/ππι を用いたとする。 式（3 8 )と式（3 9 )より計算した必要定 それぞれ、 ^T° =1200nm、 ^tN =0 7½ηとなる。 従って、 一層貝占ることで 算される。 なお補強材歪は、 式 ( 2 7)より、 4 1%であると計算され、 式 ( 性値を代入して計算した面内方向の剥離限界歪 （6 7%) 以下である。 ま Suppose that ¾ / nm ³ and design ^k "= 1 0 and allowable displacement ^Δ = 20Qim. 1 ^E f

9rmi, Saddle used as SRF20 / = 0 7 / T, = 1Ν / ππι. Necessary constants calculated from Equation (3 8) and Equation (3 9) are ^T ° = 1200 nm and ^tN = 7½η, respectively. Therefore, it is calculated by further fortune-telling. The reinforcement strain is calculated to be 41% from the formula (27), and is equal to or less than the in-plane peel limit strain (67%) calculated by substituting the formula (property value).

Suppress to 5Qmi or less: ^ includes SRF2100 ^E f as a reinforcing material

Calculated as use, the required thickness is calculated to be 2 ¾m. A total of 2 layers will be applied to each fabric. Note that SRF is a force with a bending rate of 2, and SRF2100 is a single tree strong material. SRF2100 The shape is distorted, and it does not break itself or destroy surrounding materials. However, when the deformation or external force exceeds the peeling limit of the fixing material, the recovery force force will be hit. However, in the present invention, even if the peeling limit is exceeded, the surrounding fixing machine can move stably. Can be swept away. The reinforcing material tension of the present invention increases elastically up to the design limit strain without supplementing with iron that plasticizes at a strain of 0, and this causes a reduction in rigidity, so that even when subjected to design deformation, there is little reduction in rigidity, and deformation A large restored reinforcement structure can be obtained. Since the present invention / the present invention is flexible and highly flexible, the reinforcement material and the adhesive can be obtained by manpower with limited work space such as the ceiling, the outer wall, and in the room in use. Reinforcement work can be completed by performing appropriate wearing, etc. with 鋏. In addition, there is no need for welding, m-cutting, drilling with electric tools, etc., so there is no risk of raw materials from sparks. In addition, after the disaster, the reaction force after birth is sloppy and soily, and the method of the present invention that does not use power by hand is the reinforcement material described later, and the adhesive is Wisteria IJ. In addition, materials that may cause damage to the container when sucking carbon dioxide or aramide are used, and during the subsequent service period, the health cover due to odor, dust, toxic gas, etc. is glue. By using the method of the present invention to reinforce planar sound attachments such as walls, it became possible to increase the bow daughter and toughness by bonding. This greatly enhances the usability of the structure, the design changes, the time between reinforcements, and the cost of industrial use.

 The method of the present invention achieves low cost by effectively reinforcing the structure in a short time.

Claims

 The scope of the claims A highly flexible material that is elastic to tensile loads in the axial direction of the material and that can be easily deformed by force with other loads. Prosthetic arch with a glue number that is fixed and strengthened on a certain accessory / Reinforcement until fixing begins by fixing the braided strong material to the base of the arched axillary material that touches the tfjtat strong material and fixing the braided material. The prosthetic bow / blank according to claim 1, wherein the relative displacement between the material and the base of the complement is increased. The pre-strengthened material is elastic with respect to a tensile strain of 5% or more. ffi 甫 Strengthen material is elastic to 10% or more pulling ^^  甫 Strong material is a body with a bow I munitions 罕, number of product regulations. 膽 3 甫 The thickness of the strong material is between 0 5 mm and 1 O mm. 7. The shift method according to claim 2, wherein the self-fixing resin is a one-component adhesive layer having an interface peeling energy as a product rule. The release limit of the self-adhering tree is to be greater than 2 mm. The supplemental bow obstruction according to claim 1, wherein the self-fixing bow girl is smaller than 5 NZmm ^2.  The supplement according to any one of claims 1 to 1, wherein the displacement of the mesh is 1 mm or more.  Sexual fixation 形成 is formed in parallel with the current fixation direction, and the separation 冓 ffi of the fixation carrier is uniform, with a complementary cut-off arch. The supplement according to claim 4, wherein the distance between the fixing fixing carrier and the fixing carrier according to any one of claims 1 to 13 is 5 mm to 50 mm.  Claims 1 to 15 are reinforcing materials that reinforce a structure to a supplementary structure * that is attached to the surroundings of the structure and attached to the surroundings. Oka I 胜, who speaks of a load other than elastic in response to a tensile load in the neo-axis direction, is easily deformed easily by human power, and is composed of a flexible material. Reinforcing material.  The anchoring arch is the base material of the repair material that touches the reinforcing material. The reinforcing material according to claim fi¾ in claim 17, wherein the relative displacement between the reinforcing material and the base of the prosthesis is large.  The reinforcing material according to claim 1, which has elasticity against 5% or more of noise. Reinforcing material that is sensible to claim that it has elasticity against 10% or more of the drawstring. 4 Reinforcement material according to any one of the labels, in which the transflection I よ り 小 さ い is smaller than the reciprocation of the auxiliary bow. 5 Fijf yourself fixing arch daughter, reinforcement according to less than 5 NZmm ² to or claim deviation to Shiki敫. 9. The reinforcing material according to claim 18, wherein the disagreement-to-displacement is a frequency of 1 mm or more. 7 Reinforcement that is attached to the structure and surroundings of the structure. ®Smaller and more homogeneous than the girl with a broken arch, ¾ ^ It is possible to increase the relative displacement between the foundations of the object. 8. The toughness (4 ¾ delivery rod) according to claim 27, wherein the adhesive layer is a one-component non-rotating IJ adhesive whose interface peeling energy is straightforward. 9 Leakage and fixation failure according to claim 27, wherein the release limit turtle ΦΦ is 2 mm or more. 0 Words ¾¾t Interfacial debonding energy of raw anchorage tree is average anchorage ¾g, and it is above that the glue is that of above. A claim that the bow girl is smaller than δ ΝΖππη ² (2) The key to the firmness of firmness of crucibles as claimed in claim 2 7 3 ¾ «Fixing t 冓 in the axial direction of the reinforcing material 5 Adhesive for adhering the structure and the adhesive that forms the toughness fixing mechanism for the reinforcement that is to be attached to the surrounding area. It is said that it is reinforced with glue paste and the reinforcing material according to claim 1 7 to 26, and the reinforcing material and claim according to 7 3 The structure described in 3 is f 敫! . 8 A material having a paste that is reinforced with the laminar bow material described in claim 1 7 to 26 and the toughness fixing resin described in claims 2 7 to 3 4. 9 Highly flexible material that is elastic to tensile load in the axial direction of the material, and that is easily deformed by force and other loader force. Reinforcement structure of the structure that is glued to the complemented object and reinforced 0 Fixing bow starts to fix the leaking strong material using a uniform, tough anchorage leaking force of the base material of the auxiliary material that is in contact with the strong metal. In claim 39, the reinforcement structure of S¾ is made to increase the relative displacement between the stiffener and the base of the prosthesis ^ 1 | ίί¾ 甫 Strong material should be elastic against pulling of 5% or more. 3 Reinforcement structure described in 9 or 40 2 Reinforcement structure according to paragraph 39 or 40, wherein the reinforced material has elasticity against 10% or more bow I ^^ The reinforcing material according to any one of claims 3 to 4 2 wherein the 3 teeth at strong material is a bow I I 6 tiit¾It Unfixed transport limit of turtles! 0 to 4 5 level or 5fe reinforcement structure 7. The interfacial debonding energy of the pre-fixed anchoring tree is divided by the average fixing strength to be a number. By glued to! 9 ～ 4 7 9 Pulling of leaking strong material I 胜 is smaller than the tensile rigidity of the prosthesis Item 3 Reinforcement structure according to item 9 9 to 4 8: iio 0 The self-fixing bow is less than 5 N, mm ² 1 The knowledge reinforcement structure according to claim 40 is based on the fact that the displacement of the firtfi eyes is 1 mm or more. 2

 The sticking t 冓 is peeled off from the fixing t 冓 and is homogeneous, and the hose is homogeneous. Fixing carriage ^^ The interval is 5 mm to 50 mm. 4 A product which is reinforced by the prosthetic arch forging according to any one of claims 39 to 53.