TWI582295B - Building aseismatic structure - Google Patents

Description

Building seismic structure

The present invention relates to a building seismic-resistant structure, and more particularly to a building seismic-resistant structure having a mesh structure.

Earthquakes affect people's lives and property, and their seriousness may even affect the national economy. Therefore, improving the earthquake resistance of buildings has always been an important issue in the development of structural engineering. Based on the consideration of earthquake safety, it is necessary not only to strengthen the seismic design of new construction, but also to repair and reinforce the strength of existing buildings.

In recent years, various techniques for improving the earthquake resistance of buildings, such as isolation, energy dissipation, and shock absorption, have been developed. In order to avoid damage caused by damage to old buildings or insufficient earthquake resistance, various repair and reinforcement methods have been proposed. . For the reinforcement methods of existing buildings, most of them belong to traditional methods such as wing wall reinforcement, RC shear wall reinforcement, or expansion column reinforcement. Because these reinforcing methods often require a large amount of planting bars, not only serious dust and noise pollution will be caused to the environment, but also shortcomings such as difficulty in construction, long construction time, and high construction cost. In addition, the Republic of China Patent I577952 proposes a repair and reinforcement construction method using steel cables as the main reinforcement of the surrounding bundle to strengthen the reinforced concrete structure, compared to the use of horizontal stirrups or snails. The traditional method of twisting the rib around the main steel bar, although this method has the advantages of quicker construction and lower cost, but it still needs to expose the main steel bar before repairing and reinforcing, and then use the cable to The main rebar is surrounded by a spiral around the circle, so the method is still not fast enough and needs to destroy the existing structure and other shortcomings.

In view of this, there is still a need to develop a new technology that can be quickly constructed, has a short construction period, and is suitable for both the seismic design of new buildings and the repair and reinforcement of existing buildings.

An object of the present invention is to provide a building seismic-resistant structure, which is convenient and quick to construct, and can strengthen the oblique connection of the building to achieve the effect of lateral deformation of the effective beam structure, which can be applied not only to the seismic design of the new building, but also It can also make earthquake-resistant reinforcement of existing buildings in the smallest space, and reduce damage to existing buildings when reinforcing.

To achieve the above object, the present invention provides a building seismic-resistant structure comprising: a building structure having a plurality of fixing portions; and a pre-stressed mesh body covering a predetermined area of the building body and including a plurality An oblique pre-tension cable, wherein opposite ends of the diagonal pre-force pull wires are fixed to the fixing portions, and the diagonal pre-force pull wires are mutually staggered and provide the building structure to resist lateral direction One of the deformation forces.

Accordingly, the seismic-resistant structure of the building of the present invention can transmit the shear strain caused by the horizontal force of the earthquake to the base by the oblique pulling force provided by the pre-force mesh body. Foundations, columns or beams, etc., to reduce shear deformation, and thus effectively lateral deformation of the structure. In addition, since the pre-force mesh body is suitable for various application areas, it can perform large-area or small-area seismic reinforcement depending on actual conditions and needs. Therefore, when the structure of the existing building is to be reinforced by the pre-stressed mesh body, the pre-stressed mesh body can strengthen the earthquake resistance of the existing building in a minimum space, and solve the conventional reinforcement method to destroy the structure of the original building. The problem.

In the present invention, the building seismic-resistant structure may further include at least one pre-force adjustment element coupled to the pre-force mesh and providing a pre-force to the pre-force mesh. Here, the pre-force is not particularly limited, and it can provide an appropriate pre-force for the pre-force mesh according to actual needs.

In the present invention, the mesh structure of the pre-force mesh body is not particularly limited, and it can be designed into a mesh structure of any configuration according to actual needs. For example, the diagonal pre-force pull wires may include a plurality of right oblique pre-force pull wires and a plurality of left oblique pre-force pull wires, so as to pass through the right diagonal pre-force pull wires and the left oblique pre-tension wires The force lines are interlaced to form the pre-force mesh. Here, the skew angles of the right oblique pre-force pull wire and the left diagonal pre-force pull wire are not particularly limited, and the structural oblique connection can be strengthened by any suitable skew angle according to actual needs. The number of the right oblique pre-force pull wires may be the same as or different from the number of the left oblique pre-force pull wires, and the right oblique pre-force pull wires are skewed from the vertical line to the right. The angle may also be the same or different from the angle at which the left oblique pre-force pull wire is skewed from the vertical line to the left. In addition, the pre-force mesh body can be applied to steel, reinforced concrete, brick, and the like, and can be fixed to the beam, column, wall of the building, The structural body such as a plate is covered on a predetermined side surface of the structural body, so the structural body described herein may be a steel, reinforced concrete or brick beam, column, wall, plate, etc. body.

In the present invention, the diagonal pre-stretching wires can be formed by continuously winding at least one linear member between the fixing portions. For example, in an embodiment of the present invention, the right oblique pre-stretching wires may be formed by continuously entanglement of two successively connected first linear members between the fixing portions, and the left oblique directions are formed. The pre-stretching wire can be formed by continuously entanglement of two second linear members which are connected in series between the fixing portions. Here, the two first linear members and the two second linear members respectively have a fixed end and a connecting end, wherein the fixed ends of the first and second linear members are fixed to the structure a connecting body, wherein the connecting ends of the first and second linear members are respectively connected to the connecting ends of the other first and second linear members by the first pre-force adjusting member and the second pre-force adjusting member connection. Preferably, the first and second pre-force adjusting elements are connected to the connecting ends of the first and second linear members respectively on diagonal lines of the predetermined area. Thereby, providing the pre-force to the two first linear members and the two second linear members respectively adjacent to the center of the predetermined area may facilitate the average force of the first and second linear members. Here, the first and second linear members can be selected according to the requirements of any suitable material having a linear configuration, such as various steel cables, steel cables, steel strands, steel wires, and the like.

In the present invention, the at least one linear member may use any member as a weaving node. For example, the structure may be provided with a plurality of lifting lugs as fixing portions, whereby the at least one linear member may be used as the lifting lugs. Weaving node, An oblique pre-tensioned wire which is fixed at both ends of the fixing portion by a diagonal knitting method is formed.

In summary, the present invention mainly utilizes a mesh structure to strengthen the oblique connection of the building, thereby achieving the effect of lateral deformation of the effective beam structure. Compared with the conventional method, the mesh-like seismic structure proposed by the invention can be applied not only to steel and reinforced concrete structures, but also can be combined with brick walls to avoid the out-of-plane collapse of the brick wall, and has wide application and construction. Simple and fast, excellent ventilation and lighting, large plasticity, economical advantages, etc., and can be applied to the seismic design of new construction materials and the repair and reinforcement of existing buildings. In particular, the mesh-like seismic structure of the present invention can be designed into any mesh type according to requirements, so that it can not only enhance the earthquake resistance of the building, but also serve as a design element of the building.

The above objects, technical features, and advantages will be more apparent from the following description.

100‧‧‧Building seismic structures

1‧‧‧Buildings

11‧‧‧ Fixed Department

111‧‧‧ lifting ears

13‧‧‧ pulley

2‧‧‧Pre-stretched mesh

20‧‧‧ oblique pre-tension cable

201, 202‧‧‧ first linear members

203, 204‧‧‧ second linear members

21‧‧‧ Right oblique pre-tension cable

211‧‧‧ first right slash

213‧‧‧Second right slash

23‧‧‧ Left oblique pre-tension cable

231‧‧‧ first left slash

233‧‧‧Second left slash

31‧‧‧First pre-force adjustment element

33‧‧‧Second pre-force adjustment element

A‧‧‧Predetermined area

A1‧‧‧ upper side

A2‧‧‧left side

A3‧‧‧ lower side

A4‧‧‧ right side

L1, L2‧‧‧ diagonal connection

T1‧‧‧ fixed end

T2‧‧‧ connection

P‧‧‧ arrow

1 is a schematic view of a seismic construction of a building according to an embodiment of the present invention; FIG. 2 is a schematic view of a right oblique pre-tension cable according to an embodiment of the present invention; FIG. 3 is a left oblique pre-preparation according to an embodiment of the present invention. FIG. 4 is a schematic view showing the oblique pre-force pull wire fixed to the fixed portion according to an embodiment of the present invention; FIG. 5 is a fixed embodiment of the oblique pre-force pull wire fixed to the fixed portion according to an embodiment of the invention; Another schematic diagram; 6 is a schematic view of a reinforcing frame test piece according to a specific test example of the present invention; FIG. 7 is a comparison chart of the earthquake resistance of the test pieces A and B in a TCU129_800 earthquake mode according to a specific test example of the present invention; FIG. 8 is a specific embodiment of the present invention; Comparison of the seismic resistance of the specimens A and C in the TCU129_800 earthquake mode in the test example; FIG. 9 is a comparison diagram of the maximum displacement of the floor of the specimens A, B and C in the TCU129_800 earthquake mode according to a specific test example of the present invention; FIG. 11 is a comparison diagram of interlayer displacements of the test bodies A, B, and C in the TCU129_800 seismic mode according to a specific test example of the present invention; FIG. 11 is a layer of the test samples A, B, and C in the TCU129_800 seismic mode in a specific test example of the present invention; FIG. 12 is a graph showing the results of the inter-layer displacement magnification of the first floor of the samples B and C in different earthquake modes according to a specific test example of the present invention; FIG. 13 is a sample of a specific test example of the present invention. A maximum displacement comparison chart of A and C under the numerical simulation analysis of EL_200; FIG. 14 is a comparison diagram of interlayer displacement of the sample A and C under the numerical simulation analysis of EL_200 in a specific test example of the present invention; and FIG. 15 is a specific embodiment of the present invention. Test examples in samples A and C Numerical Simulation of the interlayer displacement angle EL_200 analysis comparing FIGS.

The following is a description of the present invention by way of specific embodiments. Other advantages and utilities of the present invention will be readily apparent to those skilled in the art from this disclosure. It should be noted that the following drawings are simplified schematic diagrams. The number, shape and size of components in the drawings can be changed arbitrarily according to actual implementation conditions, and the component layout state can be more complicated. The present invention may be embodied or applied in various other specific embodiments, and various modifications and changes can be made without departing from the spirit and scope of the invention.

[Examples]

1 is a schematic view of a building seismic-resistant structure 100 according to an embodiment of the present invention, comprising a building structure 1 and a pre-force mesh body 2, wherein the pre-force mesh body 2 covers the structure. One of the bodies 1 is at a predetermined area A to provide a restraining force of the building structure 1 against lateral deformation, and the building structure 1 is reinforced with the earthquake resistance in a minimum space. In more detail, as shown in FIG. 1 , the structure 1 is provided with a plurality of fixing portions 11 , and the pre-force mesh body 2 includes a plurality of oblique pre-tension wires 20 which are mutually staggered, wherein the oblique pre-tensions The opposite ends of the tension wire 20 are fixed to the fixing portions 11 , whereby the diagonal pre-tension wires 20 can strengthen the oblique connection of the structure 1 and effectively construct the structure 1 side To the deformation.

In the present invention, the pre-force mesh body 2 is suitable for steel, reinforced concrete or brick building, and can be fixed on the beam, column, wall, plate and other structures of the building according to requirements to strengthen the building. The shockproof effect. Here, the specific embodiment of the present invention will be further exemplified and subjected to a seismic test using the structural member 1 of the steel frame. As shown in Figure 1, the specific embodiment is respectively in the building structure A plurality of equidistantly spaced fixing portions 11 are respectively disposed on the first frame of the first four, and the oblique pre-stretching wires 20 constituting the pre-stretch mesh body 2 include a plurality of right oblique pre-stretching wires 21 (in real terms) The line is drawn) and the plurality of left oblique pre-tension wires 23 (shown by dashed lines), wherein the right oblique pre-tension wire 21 can provide between the upper side A1 and the left side A2 and the right side A4 and the lower side A3 The obliquely connected between the two, and the left oblique pre-tensioned wire 23 provides an oblique connection between the upper side A1 and the right side A4 and between the left side A2 and the lower side A3, whereby the right oblique pre-force The pull wire 21 is interlaced with the left oblique pre-tension wire 23 to form the pre-force mesh body 2 at a predetermined area A surrounded by the four frames, and the frame structure 1 can be effectively deformed laterally.

Next, please refer to FIG. 2 and FIG. 3 again, and only the right oblique pre-tension wire 21 and the left oblique pre-tension wire 23 are respectively shown to further illustrate the right oblique pre-tension wire 21 and the left oblique direction respectively. The pre-tension cable 23 is laid. Here, the present invention may utilize one or more linear members for mesh weaving to form the right diagonal pre-tension wires 21 and the left oblique pre-tension wires 23. A plurality of linear members will be further exemplified below.

As shown in FIG. 2, the present embodiment is formed by continuously reversing the two linear members 201 (shown by dashed lines) and 202 (shown by solid lines) continuously connected between the fixing portions 11 . The right oblique preload wire 21, wherein the two first linear members 201, 202 respectively have a fixed end T1 and a connecting end T2, and the fixed ends T1 are respectively fixed to the building body 1 and connected Terminals T2 are connected to each other. In more detail, the first linear member 201 is continuously folded around the side A1 and the left side A2 of the predetermined area A, and the fixed end T1 is fixed to the upper side. The fixing portion 11 of A1 is connected to the connecting end T2 of the other first linear member 202; and the other first linear member 202 is at the side A3 and the right side below the predetermined area A. The A4 is continuously folded back, and the fixed end T1 is fixed to the fixing portion 11 of the lower side A3, and the connecting end T2 is connected to the connecting end T2 of the first linear member 201. Therefore, after the fixed ends T1 of the two first linear members 201 and 202 are respectively fixed to the upper side A1 and the lower side A3, the upper left and lower left corners of the predetermined area A can be respectively started from the upper left and the lower left. The right oblique knitting is performed, and finally the connecting end T2 of the two first linear members 201, 202 is connected to the diagonal connecting line L1 of the predetermined area A, and the plurality of right oblique pre-tensioning is formed in the predetermined area A. Line 21. Here, the right oblique pre-tension wires 21 include a plurality of first right oblique lines 211 parallel to each other and a plurality of second right oblique lines 213 parallel to each other, wherein the first right oblique line 211 and the second right oblique line 213 have Different right angles of inclination, and the first right oblique line 211 is alternately connected with the second right oblique line 213. In more detail, the first right oblique lines 211 are inclined at an angle of about 45 degrees from the vertical line to the right, and the opposite ends of the second right oblique lines 213 are respectively connected to the opposite sides of the adjacent first right oblique lines 211. end. In addition, the present embodiment provides a pre-stress to the first linear members 201, 202 by a first pre-force adjusting member 31 for connecting the connecting ends T2 of the first linear members 201, 202, thereby The connecting ends T2 of the first linear members 201, 202 can be connected to each other on the diagonal line L1 of the predetermined area A by the first pre-force adjusting member 31. Since the first pre-force adjusting element 31 is disposed adjacent to the center of the predetermined area A in the present embodiment, when the pre-force is adjusted, it is advantageous to make the right oblique pre-stretching wire 211 capable of receiving an average force.

Similarly, as shown in FIG. 3, the present embodiment is continuously folded between the fixed portions 11 by two second linear members 203 (shown by dashed lines) and 204 (shown by solid lines) connected in series. Forming a left oblique pre-tension wire 23, wherein the two second linear members 203, 204 respectively have a fixed end T1 and a connecting end T2, and the fixed ends T1 are respectively fixed to the building body 1 And the connection terminals T2 are connected to each other. In more detail, the second linear member 203 is continuously folded around the side A1 and the right side A4 of the predetermined area A, and the fixed end T1 is fixed to the fixing portion 11 of the upper side A1. The connecting end T2 is connected to the connecting end T2 of the other second linear member 204; and the other second linear member 204 is continuously folded back between the side A3 and the left side A2 below the predetermined area A, and The fixed end T1 is fixed to the fixing portion 11 of the lower side A3, and the connecting end T2 is connected to the connecting end T2 of the second linear member 203. Therefore, after the fixed ends T1 of the two second linear members 203 and 204 are respectively fixed to the upper side A1 and the lower side A3, the upper left corner and the lower left corner of the predetermined area A can be respectively used to perform the upper left and lower right. The left obliquely weaves, and finally connects the connecting ends T2 of the two second linear members 203, 204 on the diagonal connecting line L2 of the predetermined area A, and forms a plurality of left oblique pre-stresses in the predetermined area A. Pull the wire 23. Here, the left oblique pre-tension wires 23 are skewed from the vertical line to the left with the skew angle of the right oblique pre-tension wire 21. In more detail, the left oblique pre-tension wires 23 include a plurality of first left oblique lines 231 parallel to each other and a plurality of second left oblique lines 233 parallel to each other, wherein the first left oblique line 231 and the second left oblique line 233 has a different left angle of inclination, and the first left oblique line 231 is alternately connected to the second left oblique line 233. In more detail, the first left slashes The 231 is inclined at an angle of about 45 degrees from the vertical line to the left, and the opposite ends of the second left oblique lines 233 are respectively connected to opposite ends of the adjacent first left oblique line 231. In addition, the present embodiment provides a pre-stress to the second linear members 203, 204 by a second pre-force adjusting member 33 for connecting the connecting ends T2 of the second linear members 203, 204. The connecting ends T2 of the second linear members 203, 204 are connected to each other on the diagonal line L2 of the predetermined area A by the second pre-force adjusting member 33. Since the second pre-force adjusting element 33 is disposed adjacent to the center of the predetermined area A in the present embodiment, when the pre-force is adjusted, it is advantageous to make the left oblique pre-tensioning wire 23 capable of receiving an average force.

It should be particularly noted that the present invention may use one or more pre-force adjustment elements as needed to provide a suitable pre-force to the pre-force mesh, which is not limited to the above number and arrangement. Similarly, the number of the fixing portions, the fixing portion laying manner, the number of the oblique pre-stretching wires, the oblique angle, the mesh configuration, and the like shown in the specific embodiments are merely illustrative, and those skilled in the art Can be designed according to actual needs. In addition, the first linear members 201, 202 and the second linear members 203, 204 can select any suitable material having a linear configuration according to requirements, and the specific embodiment adopts a steel cable as the first linear structure. Exemplary illustrations of the materials 201, 202 and the second linear members 203, 204.

Next, please refer to FIG. 4 , which is a schematic diagram of the oblique pre-tension cable 20 being fixed to the right side A4 of the predetermined area. As shown in FIG. 4 , in the embodiment, the lifting lug 111 is used as the fixing portion 11 , whereby the first linear member 202 and the second linear member 203 can directly pass through the lifting lug 111 for the lifting lug 111 . Continuously rewinding A right oblique pre-tension wire 21 and a left oblique pre-tension wire 23 are formed. Here, the lifting lug 111 can be fixed to the steel building by welding, or fixed to a reinforced concrete building or a brick building by a chemical anchor bolt. In addition, referring to FIG. 5, in order to prevent the first linear member 202 and the second linear member 203 from directly wearing the lifting lug 111, the wear may be indirectly fixed to the lifting lug 111 by a pulley 13 respectively. The pulley 13 is fastened to the lifting lug 111, whereby the first linear member 202 and the second linear member 203 can be wound around the pulley 13 to reduce the fixing portion 11 to the first linear member 202 and The second linear member 203 causes wear. Since the oblique pre-tension cable 20 is fixed to the upper side A1, the left side A2, and the lower side A3 of the predetermined area A in the same manner as described above, it will not be described herein.

[Test example]

Please refer to FIG. 6 , which is a schematic diagram of a reinforcing frame test body having the above-mentioned mesh structure. As shown in Fig. 6, this test case was tested with a three-story steel frame shaker to compare the shock resistance of the empty frame test piece (without mesh structure) and the reinforcing frame test piece (with mesh structure). Here, the floor load of the empty frame test piece and the reinforcing frame test piece is 5tf, and the length of each floor of the test piece is 3m, width 2m, height 3m, and the beam and column are all made of H-shaped steel 300mm*150mm, of which the reinforcement frame test The system utilizes a pre-stressed mesh cover to cover the opposite sides of the first floor for structural reinforcement, and the pre-force mesh is disposed as described above in FIGS. 1-3 and 5, wherein the mesh structure is reinforced The four sides of the four sides have six nodes equidistantly spaced apart by about 60 cm (ie, the fixing portion 11 is disposed), and the first and second pre-force adjusting members 31, 33 are used to connect the four steel cables of each node. (ie two first linear members) 201, 202 and the two second linear members 203, 204) provide a preload of about 1 to 2 tf. In addition, in order to investigate the seismic resistance of the reinforcing frame test specimens under different steel cable reinforcements, two different diameter steel cables (diameters of 6 mm and 8 mm, respectively) were used for the test. For convenience of description, the empty frame test body is simply referred to as test piece A, the reinforcing frame test piece with a wire diameter of 6 mm is abbreviated as test piece B, and the reinforcing frame test piece with a wire diameter of 8 mm is abbreviated as test piece C.

This test is to place the mass on the floor of each floor of the frame test piece, and set the sensor at 7 points of the frame test body to measure the acceleration and displacement respectively (arrow P shown in Fig. 6). In addition, in order to make the test body used in the test consistent in the characteristics of each group of tests, the overall steel structure should be kept in the elastic range under different seismic forces. This test uses measured seismic tests to consider the size and variability of different earthquakes. The input seismic and its experimental flow are shown in Table 1 below.

The overall structure of the test body is carried out through seismic force duration. By analyzing the nonlinear behavior of each component, the deformation behavior of the whole structure and the stress state of each component can be obtained. Under different seismic inputs, the structural vibration response will be different. The results are shown in Figures 7 to 12.

Please refer to FIG. 7 and FIG. 8 , which are comparison diagrams of the seismic resistance of the test body A to C with the TCU 129 earthquake test whose maximum surface acceleration PGA is 800 gal. This result shows that the maximum displacement of the roof of the test piece A is 126.6 mm (the dark dotted line shown in Figs. 7 and 8), and the maximum displacement of the roof of the test piece B is 104.5 mm, which is reduced compared with the test piece A. Approximately 17% displacement (as shown by the light solid line in Figure 7), the maximum displacement of the roof of the specimen C is 101.7 mm, which is reduced by about 20% compared to the specimen A (as shown in Figure 8). Light solid line).

Please refer to FIG. 9 to FIG. 11 , which are respectively comparing the maximum displacement, the story drift and the story drift ratio of the test piece A to C with the TCU 129 earthquake test whose maximum surface acceleration PGA is 800 gal. . The results show that under the TCU129 earthquake test, the maximum displacement of each floor of the test bodies B and C is smaller than the test body A, especially, under the action of the seismic duration, the maximum of the test body A The interlayer displacement is located on the first floor of the structure, and the specimens B and C are strengthened by the pre-stressed mesh body, and the first floor stiffness is increased. The interlayer displacement is reduced from 1.75% of the test body A to about 0.93%. A reduction of about 47% of the interlayer displacement is shown, which means that the specimens B and C are effectively reinforced by the mesh structure at the first floor, and the lateral deformation of the first floor can be effectively bundled.

Please refer to FIG. 12 again, which is a magnification diagram of the inter-layer displacement of the first floor of the samples B and C under different seismic tests. This result shows that on the first floor, after reinforced, the average can reduce about 33% of the interlayer displacement.

Similarly, please refer to FIG. 13 to FIG. 15 , which are respectively comparing the maximum displacement, interlayer displacement and interlayer displacement angle of the floor A and C with the maximum surface acceleration PGA of 200 gal. The results of the diachronic analysis using the Midas Gen software show that under the EL_200 numerical simulation test, the maximum displacement of each floor of the test body C is still smaller than the test body A, and the first floor of the test body C is reinforced by the mesh structure. Reduce the interlayer displacement of the first floor.

In summary, the present invention utilizes the pre-force mesh body to effectively restrain the structure against lateral deformation, which is beneficial to the strength improvement of the overall structure, and the toughness of the floor portion is also considerably improved, and it can be used not only as a new type of earthquake resistance. Design, it can also repair and reinforce existing buildings in the smallest space. Compared with the various reinforcement methods, the novel structure and method provided by the invention have the advantages of short working hours, simple construction and low cost.

The above embodiments are only used to exemplify the embodiments of the present invention, The technical features of the present invention are not construed to limit the scope of protection of the present invention. Any changes or equivalents that can be easily accomplished by those skilled in the art are intended to be within the scope of the invention. The scope of the invention should be determined by the scope of the claims.

100‧‧‧Building seismic structures

1‧‧‧Buildings

11‧‧‧ Fixed Department

2‧‧‧Pre-stretched mesh

20‧‧‧ oblique pre-tension cable

21‧‧‧ Right oblique pre-tension cable

23‧‧‧ Left oblique pre-tension cable

A‧‧‧Predetermined area

A1‧‧‧ upper side

A2‧‧‧left side

A3‧‧‧ lower side

A4‧‧‧ right side

Claims (7)

A building seismic-resistant structure, comprising: a building structure having a plurality of fixing portions; and a pre-stressed mesh body covering a predetermined area of the building body and including a plurality of oblique pre-tension wires, The opposite ends of the oblique pre-force pull wire are fixed to the fixing portions, and the diagonal pre-force pull wires comprise a plurality of right oblique pre-force pull wires and a plurality of left oblique pre-force pull wires, the right The oblique pre-tension cable is interlaced with the left oblique pre-tension wires and provides a force for the lateral deformation of the structure, wherein the right oblique pre-tension cables are connected by two The first linear member is continuously wound around the fixing portions, and the two first linear members respectively have a fixed end and a connecting end, and the two first linear members are The fixed ends are fixed to the building structure, and the connecting ends are connected to each other. The seismic construction of the building of claim 1, further comprising: at least one pre-force adjustment element coupled to the pre-force mesh and providing a pre-force to the pre-force mesh. The seismic-resistant construction of the building according to claim 1, wherein the diagonal pre-stretching wires are steel cables, steel cables, steel strands or steel wires. The building seismic-resistant structure of claim 1, further comprising a first pre-force adjusting component, wherein the connecting ends of the two first linear components are mutually coupled by the first pre-force adjusting component Connected, and the first pre-force adjustment element provides a pre-force to the two first linear members. The building seismic-resistant structure according to any one of claims 1 to 4, wherein the left oblique pre-tension cable is connected by two consecutive connections. The second linear member is continuously wound around the fixing portions, and the two second linear members respectively have a fixed end and a connecting end, and the two second linear members are fixed. The end ends are fixed to the building structure, and the connecting ends are connected to each other. The building seismic-resistant structure of claim 5, further comprising a second pre-force adjusting component, wherein the connecting ends of the two second linear members are mutually coupled by the second pre-force adjusting component Connected, and the second pre-force adjustment element provides a pre-force to the two second linear members. The seismic construction of a building according to claim 1, wherein the construction body is provided with a plurality of lifting lugs as the fixing portions.