Earthquake-proof reinforcing structure for civil house building

Abstract

The utility model relates to the technical field of civil house building, and discloses a civil house building anti-seismic reinforcing structure which comprises a wall body, and a reinforcing mechanism is arranged in the wall body. According to the anti-seismic reinforcing structure for civil house building, by arranging the reinforcing mechanism, when a house is vibrated, the wall has certain strength and is not prone to shattering due to the steel columns and the transverse rods in the wall, the wall and the buried cement board are fixed more firmly and not prone to toppling due to the cement transverse boards and the steel bars, and the roof and the wall are not prone to shaking due to the viscous dampers and the cross beams; in long-term use, a zinc sheet in the placing box replaces a steel column to corrode so as to avoid corrosion of steel in a wall body, an impressed current is continuously applied to a spring in the spring damper by a wire in the distribution box through a cathode protection technology, so that the spring becomes a cathode, electron migration generated by spring corrosion is inhibited, corrosion is weakened, and the service life of the spring damper is prolonged. The reinforcing mechanism can be used for a long time, external moisture corrosion is avoided, and the damping effect is good.

Description

Technical Field

[0001] The utility model relates to the technical field of civil engineering building construction, in particular to an earthquake-resistant reinforcement structure of civil engineering building construction. Background Art

[0002] Civil engineering building construction refers to the materials, equipment used and the technical activities such as survey, design, construction, maintenance and repair carried out, that is, various engineering facilities built above or below the ground, on land or in water, which directly or indirectly serve human life, production, military and scientific research. Earthquake-resistant reinforcement of building construction refers to the ability to stabilize the house in various ways to reduce the impact of vibration. With the continuous development of civil engineering building construction, various house stabilization structures have emerged, such as a kind of earthquake-resistant reinforcement structure of civil building construction.

[0003] At present, the seismic reinforcement structure of civil building construction on the market generally adopts the improvement of increasing the pressure-bearing structure of the wall. The existing seismic reinforcement structure of building construction generally consists of support columns and shock absorbers. When the house is vibrated, the shock absorber at the bottom of the support column reduces the vibration to avoid damage to the house. However, the existing house shock absorber is placed underground and is easily corroded by external moisture, thereby weakening the shock absorption effect, making the house unable to avoid shock and damaged. Therefore, a seismic reinforcement structure of civil building construction is proposed that can be used for a long time, avoid external moisture corrosion, and has a good shock absorption effect. Utility Model Content

[0004] In view of the deficiencies in the prior art, the utility model provides a seismic reinforcement structure for civil engineering buildings, which has the advantages of being able to be used for a long time, avoiding corrosion from external moisture, and having a good shock-absorbing effect. It solves the problem that the existing house shock absorbers are placed underground and are easily corroded by external moisture, thereby weakening the shock-absorbing effect and making the house unable to avoid shocks and thus damaged.

[0005] In order to achieve the above-mentioned purpose of being able to be used for a long time, avoiding external moisture corrosion, and having a good shock absorption effect, the utility model provides the following technical solutions: a civil building earthquake-resistant reinforcement structure, comprising a wall, a reinforcement mechanism is arranged inside the wall, a roof is fixedly installed on the top of the wall, and a buried cement board is fixedly installed on the bottom of the wall;

[0006] The reinforcement mechanism includes steel columns, cross bars, cement cross plates, steel bars, cross beams, viscous dampers, placement boxes, distribution boxes, spring dampers and controllers. The steel columns are fixedly installed inside the wall, the cross bars are fixedly installed outside the steel columns, the cement cross plates are fixedly installed at the bottom of the wall, the steel bars are fixedly installed inside the cement cross plates, the cross beams are fixedly installed on the inner walls of the wall, a viscous damper is arranged at the bottom of the roof, two placement boxes are fixedly installed outside the wall, a distribution box is fixedly installed on the left side of the buried cement slab, three spring dampers are fixedly installed inside the buried cement slab, and a controller is fixedly installed on the top of the distribution box.

[0007] Furthermore, there are four steel columns inside the wall, and the four steel columns are divided into two groups, each group has two steel columns, and each group of steel columns is fixedly connected by ten cross bars.

[0008] Furthermore, two fixing columns are fixedly installed at the bottom of the roof, and the viscous damper is fixedly connected to the roof via the two fixing columns.

[0009] Furthermore, a through hole is provided inside the crossbeam, and two supporting columns are fixedly installed at the bottom of the crossbeam.

[0010] Furthermore, a backup battery is fixedly installed inside the distribution box, and the distribution box is connected to the springs inside the three spring dampers through wires.

[0011] Furthermore, zinc sheets are arranged inside the two placement boxes, and the two zinc sheets are respectively connected to the four steel columns through wires.

[0012] Compared with the prior art, the technical solution of this application has the following beneficial effects:

[0013] The civil engineering building anti-seismic reinforcement structure is provided with a reinforcement mechanism. When the house is vibrated, the steel columns and cross bars inside the wall make the wall have a certain strength and not easy to crack. The cement cross plate and steel bars make the wall and the buried cement plate more firmly fixed and not easy to topple. The viscous damper and the cross beam can prevent the roof and the wall from shaking. During long-term use, the zinc sheet inside the box is placed instead of the steel column to avoid corrosion of the steel inside the wall. The spring inside the spring damper is continuously applied with an external current by the wire inside the distribution box through the cathodic protection technology, so that the spring becomes the cathode, and the electron migration caused by the corrosion of the spring is suppressed, thereby reducing the occurrence of corrosion. The reinforcement mechanism can be used for a long time, avoid corrosion from external moisture, and has a good shock absorption effect. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] Figure 1 It is a three-dimensional diagram of the structure of the utility model;

[0015] Figure 2This is a front sectional view of the structure of the utility model;

[0016] Figure 3 The utility model structure Figure 2 Enlarged view of point A in the middle.

[0017] In the figure: 1. wall; 2. reinforcement mechanism; 201. steel column; 202. cross bar; 203. cement cross plate; 204. steel bar; 205. cross beam; 206. viscous damper; 207. placement box; 208. distribution box; 209. spring damper; 2010. controller; 3. roof; 4. buried cement slab. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0019] See also Figure 1-3 In this embodiment, a civil building earthquake-resistant reinforcement structure includes a wall 1, a reinforcement mechanism 2 is arranged inside the wall 1, a roof 3 is fixedly installed on the top of the wall 1, and a buried cement board 4 is fixedly installed on the bottom of the wall 1;

[0020] The reinforcement mechanism 2 includes a steel column 201, a cross bar 202, a cement cross plate 203, steel bars 204, a cross beam 205, a viscous damper 206, a placement box 207, a distribution box 208, a spring damper 209 and a controller 2010. The steel column 201 is fixedly installed inside the wall 1, the cross bar 202 is fixedly installed outside the steel column 201, the cement cross plate 203 is fixedly installed at the bottom of the wall 1, the steel bars 204 are fixedly installed inside the cement cross plate 203, the cross beam 205 is fixedly installed on the inner wall of the wall 1, the viscous damper 206 is arranged at the bottom of the roof 3, two placement boxes 207 are fixedly installed outside the wall 1, the distribution box 208 is fixedly installed on the left side of the buried cement slab 4, three spring dampers 209 are fixedly installed inside the buried cement slab 4, and the controller 2010 is fixedly installed on the top of the distribution box 208.

[0021] In the case implementation, two fixing columns are fixedly installed at the bottom of the roof 3, and the viscous damper 206 is fixedly connected to the roof 3 through the two fixing columns. The two fixing columns and the viscous damper 206 can reduce the vibration force exerted on the roof 3, and the exterior of the viscous damper 206 is sprayed with anti-corrosion material.

[0022] In the case implementation, a through hole is opened inside the beam 205, and two support columns are fixedly installed at the bottom of the beam 205. The through hole can save materials and increase the seismic strength of the beam 205. The two support columns can make the beam 205 more solid.

[0023] In the case implementation, a backup battery is fixedly installed inside the distribution box 208, and the distribution box 208 is connected to the springs inside the three spring dampers 209 through wires. By providing a backup battery, the corrosion of the spring can continue to be reduced in the event of a power outage.

[0024] In the case implementation, zinc sheets are provided inside the two placement boxes 207. The two zinc sheets are respectively connected to the four steel columns 201 through wires. By providing the zinc sheets, the corrosion of the four steel columns 201 can be replaced by sacrificial zinc sheets, thereby reducing the corrosion of the four steel columns 201 and avoiding damage to the four steel columns 201.

[0025] In the case implementation, the distribution box 208 is connected to the internal power supply of the house, and the controller 2010 is connected to all the electronic components in this patent through wires, so that all the electronic components in this patent can be controlled by operating the controller 2010.

[0026] When implementing, follow these steps:

[0027] 1) When the house is shaken, the steel column 201 and the cross bar 202 inside the wall 1 make the wall 1 have a certain strength and are not easy to crack. The cement cross plate 203 and the steel bar 204 make the wall 1 and the buried cement slab 4 more firmly fixed and not easy to fall down;

[0028] 2) Then the viscous damper 206 and the beam 205 can prevent the roof 3 and the wall 1 from shaking;

[0029] 3) During long-term use, the zinc sheet inside the box 207 is placed to replace the corrosion of the steel column 201 to prevent corrosion of the steel inside the wall 1;

[0030] 4) Finally, the spring inside the spring damper 209 is continuously applied with an impressed current by the wire inside the distribution box 208 through the cathodic protection technology, so that the spring becomes a cathode, and the electron migration caused by the corrosion of the spring is suppressed, thereby reducing the occurrence of corrosion.

[0031] In summary, the civil engineering building anti-seismic reinforcement structure, by setting up the reinforcement mechanism 2, when the house is vibrated, the steel column 201 and the cross bar 202 inside the wall 1 make the wall 1 have a certain strength and not easy to crack, the cement cross plate 203 and the steel bar 204 make the wall 1 and the buried cement plate 4 more firmly fixed and not easy to topple over, the viscous damper 206 and the cross beam 205 can prevent the roof 3 and the wall 1 from shaking, and during long-term use, the zinc sheet inside the placement box 207 replaces the corrosion of the steel column 201 to avoid corrosion of the steel inside the wall 1, and the spring inside the spring damper 209 is continuously applied with an external current by the wire inside the distribution box 208 through the cathodic protection technology, so that the spring becomes the cathode, and the electron migration caused by the corrosion of the spring is suppressed, thereby reducing the occurrence of corrosion. The reinforcement mechanism 2 can be used for a long time, avoid corrosion from external moisture, and has a good shock absorption effect.

[0032] It should be noted that, in this article, relational terms such as first and second, etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any such actual relationship or order between these entities or operations. Moreover, the terms "include", "comprise" or any other variants thereof are intended to cover non-exclusive inclusion, so that a process, method, article or device including a series of elements includes not only those elements, but also other elements not explicitly listed, or also includes elements inherent to such process, method, article or device. In the absence of further restrictions, the elements defined by the sentence "comprise a ..." do not exclude the existence of other identical elements in the process, method, article or device including the elements.

[0033] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A seismic reinforcement structure for civil engineering buildings, comprising a wall (1), characterized in that: A reinforcement mechanism (2) is arranged inside the wall (1), a roof (3) is fixedly installed on the top of the wall (1), and an underground cement slab (4) is fixedly installed on the bottom of the wall (1); The reinforcement mechanism (2) comprises a steel column (201), a cross bar (202), a cement cross plate (203), steel bars (204), a cross beam (205), a viscous damper (206), a placement box (207), a distribution box (208), a spring damper (209) and a controller (2010); the steel column (201) is fixedly installed inside the wall (1); the cross bar (202) is fixedly installed outside the steel column (201); the cement cross plate (203) is fixedly installed at the bottom of the wall (1); the cement cross plate (203) is fixedly installed at the bottom of the wall (1); A steel bar (204) is fixedly installed inside the plate (203), a crossbeam (205) is fixedly installed on the inner wall of the wall (1), a viscous damper (206) is arranged at the bottom of the roof (3), two placement boxes (207) are fixedly installed outside the wall (1), a distribution box (208) is fixedly installed on the left side of the buried cement plate (4), three spring dampers (209) are fixedly installed inside the buried cement plate (4), and a controller (2010) is fixedly installed on the top of the distribution box (208).

2. The seismic reinforcement structure for civil engineering buildings according to claim 1 is characterized in that: The number of steel columns (201) inside the wall (1) is four, and the four steel columns (201) are divided into two groups, each group having two steel columns, and each group of steel columns (201) is fixedly connected via ten cross bars (202).

3. The seismic reinforcement structure for civil engineering buildings according to claim 1 is characterized in that: Two fixing columns are fixedly installed at the bottom of the roof (3), and the viscous damper (206) is fixedly connected to the roof (3) via the two fixing columns.

4. The seismic reinforcement structure for civil engineering buildings according to claim 1 is characterized in that: A through hole is provided inside the crossbeam (205), and two supporting columns are fixedly mounted on the bottom of the crossbeam (205).

5. The seismic reinforcement structure for civil engineering buildings according to claim 1 is characterized in that: A backup battery is fixedly installed inside the distribution box (208), and the distribution box (208) is connected to the springs inside the three spring dampers (209) through wires.

6. The seismic reinforcement structure for civil engineering buildings according to claim 1 is characterized in that: The two placement boxes (207) are both provided with zinc sheets inside, and the two zinc sheets are respectively connected to the four steel columns (201) through wires.

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