Construction device and method for intelligently replacing building shock insulation support

Abstract

The invention belongs to the technical field of anchor rods, and particularly relates to a construction device and method for intelligently replacing a building shock insulation support. The construction device comprises two building structures, the shock insulation support is fixedly connected between the two building structures, and two extension assemblies are arranged on the outer sides of the building structures; and a placement assembly is arranged on the outer side of the extension assembly. A sleeve is pushed, so that the top of the sleeve directly faces the bottom of a building structure above, then a jack is placed in the sleeve, a first spring is compressed through the gravity of the jack, an inserting rod is driven to move, the inserting rod enters an inserting hole, and then the positions of a sliding base and the sleeve are limited; and when the jack is used for supporting the building structure above the jack, deflection and deviation are avoided, so that the stability of the supporting force is ensured, the stability of the building structure is ensured, and the safety during replacement of the shock insulation support is ensured.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of anchor rods, and particularly relates to a construction device and method for intelligently replacing a building seismic isolation support. BACKGROUND

[0002] With the acceleration of urbanization, complex structures such as high-rise buildings and large-span bridges have been widely used in urban construction. The seismic performance of these structures has always been the focus of the engineering field. The application of seismic isolation supports greatly improves the seismic performance of building structures. However, the method for replacing seismic isolation supports is not mature, and there is a certain impact on the structure during the replacement process.

[0003] When replacing the seismic isolation support, multiple jacks need to be placed between the two building structures first, and then the upper building structure is lifted by the jacks, so that the gap between the two building structures becomes larger, thereby facilitating the subsequent replacement of the seismic isolation support. However, when placing the jacks, the jacks need to be placed on the lower pad first, and then used. However, when the jacks are used, they may displace if no support is formed between the two building structures. In addition, when the jacks preliminarily support the upper building structure, the jacks may displace due to the unevenness of the top of the lower building structure. Once one of the jacks is tilted, the supporting force may deviate, which may cause the upper building structure to shake and tilt during the replacement of the seismic isolation support, thereby causing certain risks in the replacement process.

[0004] Therefore, the application provides a construction device and method for intelligently replacing a building seismic isolation support. SUMMARY

[0005] In order to make up for the deficiencies of the prior art and solve at least one technical problem raised in the background art.

[0006] The technical scheme adopted by the application to solve the technical problems is: the construction device for intelligently replacing a building seismic isolation support comprises two building structures, two seismic isolation supports are fixedly connected between the two building structures, two extension assemblies are arranged on the outer sides of the building structures, a placing assembly is arranged on the outer side of each extension assembly, the placing assembly comprises a sliding seat slidingly connected to the outer side of the extension assembly, a sleeve is fixedly connected to the top of the sliding seat, a placing plate is slidingly connected in the sleeve, the placing plate penetrates the sleeve, a placing cylinder is fixedly connected to the bottom of the sleeve cavity, a first spring is fixedly connected between the placing plate and the sleeve, the placing cylinder is sleeved on the outer side of the first spring, two insertion rods are fixedly connected to the bottom of the placing plate, and the insertion rods penetrate the sleeve and the sliding seat and are slidingly connected.

[0007] Preferably, the extension component includes two support frames abutting against the top of the building structure, a first connecting plate is slidably connected inside the support frame, a sliding groove is provided inside the support frame, the sliding groove is slidably connected to the outside of the sliding seat, and an insertion hole is provided inside the support frame, the insertion hole is slidably connected to the outside of the insertion rod.

[0008] Preferably, the extension assembly further includes a slide rod fixedly connected inside the first connecting plate, a limit block slidably connected to the outside of the slide rod, the outside of the limit block slidably connected to the inside of the first connecting plate, and a second spring fixedly connected between the limit block and the first connecting plate.

[0009] Preferably, a support component is provided on the outside of the support frame. The support component includes a support plate fixedly connected to the bottom of the support frame, a storage frame slidably connected to the outside of the support plate, and two bases fixedly connected to the outside of the support plate.

[0010] Preferably, the support assembly further includes a support rod fixedly connected to the outside of the base, a second connecting plate fixedly connected to the end of the support rod, a screw threadedly connected inside the second connecting plate, and a support pad fixedly connected to the end of the screw.

[0011] Preferably, the limiting block passes through the first connecting plate and the limiting block passes through the support frame and is slidably connected.

[0012] The construction method for using the intelligent replacement of building seismic isolation bearings described in this invention includes the following specific construction steps:

[0013] S1: First, place the first connecting plate on top of the building structure, then put the support frame on the outside of the first connecting plate, and then push the support frame to push the limiting block. Before placing the support frame, it is also necessary to pull the support plate according to the size of the building structure so that the distance between the two support frames can adapt to the size of the building structure.

[0014] S2: After the support frame is installed, the screw can be rotated to make the support pad press against the outside of the building structure. The two sets of support pads press against each other to form tensile and supporting forces, thereby restricting the position of the support frame.

[0015] S3: When the position of the support frame is restricted, push the slide to move the slide to the appropriate position so that the top of the sleeve can be directly facing the bottom of the second building structure, so that the top of the subsequently placed jack can be directly facing the bottom of the second building structure.

[0016] S4: After the sleeve is positioned, the jack can be placed inside the sleeve. The jack's own weight will compress the first spring, causing the insertion rod to enter the insertion hole, thereby restricting the position of the slide and the sleeve, and thus restricting the position of the jack.

[0017] S5: After the jacks are placed, the computer can be operated to transmit electrical signals to the signal receiver inside the pump station, thereby starting the power supply and activating the jacks to support the building structure above, raising the building structure by five to ten millimeters, and then completing the replacement of the seismic isolation bearings.

[0018] The beneficial effects of this invention are as follows:

[0019] 1. This invention moves the sleeve by pushing the sliding block, so that the top of the sleeve is aligned with the bottom of the building structure above. The jack is then placed inside the sleeve, and its own weight compresses the first spring, causing the placement plate to move downwards. This moves the insertion rod, allowing it to enter the insertion hole, thus restricting the position of the sliding block and the sleeve, and consequently restricting the position of the jack. When the jack supports the building structure above, the insertion rod restricts its position, preventing tilting or offset, ensuring stable support force, and thus ensuring the stability of the building structure and the safety of replacing the seismic isolation bearing.

[0020] 2. This invention places a first connecting plate on the outside of a building structure, then fits a support frame onto the outside of the first connecting plate. The distance the support frame moves is controlled according to the dimensions of the building structure. As the support frame moves, it compresses a limiting block, thereby compressing a second spring and causing the limiting block to enter the first connecting plate. When the support frame moves to a designated position, the limiting block moves to the outside of the support frame under the action of the second spring, thus restricting the position of the support frame. This facilitates subsequent support of the placed components and can adapt to building structures of different sizes.

[0021] 3. This invention allows the length of the support plate to be adapted to the dimensions of the building structure by pulling the support plate. When the support frame moves, it can drive the support plate to move, bringing the support rod closer to the building structure. Then, the screw is rotated, causing the support pad to come into contact with the outside of the building structure. The two sets of screws and the support pad are pressed against the outside of the building structure, thus generating tensile and supporting forces. This facilitates the restriction and support of the position of the support frame, thereby facilitating the support of the jack and ensuring the stability of the jack. Attached Figure Description

[0022] The invention will now be further described with reference to the accompanying drawings.

[0023] Figure 1 This is a schematic diagram of the overall side view structure of the present invention;

[0024] Figure 2 This is a top view of some components in this invention;

[0025] Figure 3 This is a bottom view of some components in this invention;

[0026] Figure 4 This is a top view of the disassembled components of this invention;

[0027] Figure 5 This is a schematic diagram of the internal component disassembly side view structure in this invention;

[0028] Figure 6 This is a schematic diagram of the disassembled side view of some components in this invention;

[0029] Figure 7 This is a construction flowchart of the present invention.

[0030] In the diagram: 1. Building structure; 2. Seismic isolation bearing; 3. Support frame; 4. First connecting plate; 5. Slide groove; 6. Slide seat; 7. Sleeve; 8. Placement cylinder; 9. Placement plate; 10. Insert rod; 11. First spring; 12. Insertion hole; 13. Slide rod; 14. Limiting block; 15. Second spring; 16. Support plate; 17. Storage frame; 18. Base; 19. Support rod; 20. Second connecting plate; 21. Screw; 22. Support pad. Detailed Implementation

[0031] To make the technical means, creative features, objectives and effects of this invention easier to understand, the invention will be further described below in conjunction with specific embodiments.

[0032] Example 1: As Figures 1 to 5 As shown, an intelligent construction device for replacing building seismic isolation bearings according to an embodiment of the present invention includes a building structure 1, two building structures 1 are provided, and a seismic isolation bearing 2 is fixedly connected between the two building structures 1. Two extension components are provided on the outside of the building structure 1, and a placement component is provided on the outside of the extension components. The placement component includes a slide block 6 slidably connected to the outside of the extension components. A sleeve 7 is fixedly connected to the top of the slide block 6. A placement plate 9 is slidably connected inside the sleeve 7 and penetrates the sleeve 7. A placement cylinder 8 is fixedly connected to the bottom of the inner cavity of the sleeve 7. A first spring 11 is fixedly connected between the placement plate 9 and the sleeve 7. The placement cylinder 8 is sleeved on the outside of the first spring 11. Two insertion rods 10 are fixedly connected to the bottom of the placement plate 9 and penetrate the sleeve 7 and the slide block 6 and are slidably connected.

[0033] During operation, the sliding block 6 is pushed, which moves the sleeve 7 so that the top of the sleeve 7 is aligned with the bottom of the building structure 1 above. Then, the jack is placed inside the sleeve 7, and the jack's own weight compresses the first spring 11, causing the placement plate 9 to move downward, which in turn moves the insertion rod 10, allowing the insertion rod 10 to enter the insertion hole 12. This restricts the position of the sliding block 6 and the sleeve 7, thus restricting the position of the jack. When the jack supports the building structure 1 above, the insertion rod 10 can restrict the position of the jack, preventing the jack from tilting or shifting while supporting the building structure 1, thereby ensuring the stability of the supporting force and the stability of the building structure 1, and ensuring the safety of replacing the seismic isolation bearing 2.

[0034] The extension component includes two support frames 3 that abut against the top of the building structure 1. A first connecting plate 4 is slidably connected inside the support frame 3. A sliding groove 5 is opened inside the support frame 3. The sliding groove 5 is slidably connected to the outside of the sliding seat 6. An insertion hole 12 is opened inside the support frame 3. The insertion hole 12 is slidably connected to the outside of the insertion rod 10.

[0035] The extension assembly also includes a slide rod 13 fixedly connected inside the first connecting plate 4. A limit block 14 is slidably connected to the outside of the slide rod 13. The outside of the limit block 14 is slidably connected to the inside of the first connecting plate 4. A second spring 15 is fixedly connected between the limit block 14 and the first connecting plate 4.

[0036] During operation, the first connecting plate 4 is placed on the outside of the building structure 1, and then the support frame 3 is fitted onto the outside of the first connecting plate 4. The distance the support frame 3 moves is controlled according to the size of the building structure 1. When the support frame 3 moves, it can squeeze the limiting block 14, thereby compressing the second spring 15, so that the limiting block 14 enters the inside of the first connecting plate 4. When the support frame 3 moves to the designated position, the limiting block 14 will move to the outside of the support frame 3 under the action of the second spring 15, thereby restricting the position of the support frame 3, which facilitates the subsequent support of the placed components.

[0037] The limiting block 14 passes through the first connecting plate 4 and the limiting block 14 passes through the support frame 3 and is slidably connected.

[0038] During operation, the limiting block 14 is slidably connected to the support frame 3, thereby limiting the position of the support frame 3.

[0039] Example 2: Figure 6As shown in the first embodiment, another embodiment of the present invention is as follows: a support component is provided on the outside of the support frame 3. The support component includes a support plate 16 fixedly connected to the bottom of the support frame 3. A storage frame 17 is slidably connected to the outside of the support plate 16. Two bases 18 are fixedly connected to the outside of the support plate 16.

[0040] The support assembly also includes a support rod 19 fixedly connected to the outside of the base 18. A second connecting plate 20 is fixedly connected to the end of the support rod 19. A screw 21 is threadedly connected inside the second connecting plate 20. A support pad 22 is fixedly connected to the end of the screw 21.

[0041] During operation, by pulling the support plate 16, the length of the support plate 16 can be adapted to the size of the building structure 1. When the support frame 3 moves, it can drive the support plate 16 to move, so that the support rod 19 is closer to the building structure 1. Then, the screw 21 is rotated, so that the support pad 22 abuts against the outside of the building structure 1. Thus, the two sets of screws 21 and support pad 22 form a compression with the outside of the building structure 1, thereby generating tensile force and support force. This facilitates the restriction and support of the position of the support frame 3, thereby facilitating the support of the jack and ensuring the stability of the jack.

[0042] The present invention discloses a method for using an intelligent construction device for replacing seismic isolation bearings in buildings, the specific construction steps of which are as follows:

[0043] S1: First, place the first connecting plate 4 on top of the building structure 1, then put the support frame 3 on the outside of the first connecting plate 4, and then push the support frame 3 to push the limiting block 14. Before placing the support frame 3, it is also necessary to pull the support plate 16 according to the size of the building structure 1 so that the distance between the two support frames 3 can adapt to the size of the building structure 1.

[0044] S2: After the support frame 3 is installed, the screw 21 can be rotated so that the support pad 22 is pressed against the outside of the building structure 1. Thus, the two sets of support pads 22 press against each other, thereby generating tensile force and support force, which in turn restricts the position of the support frame 3.

[0045] S3: When the position of the support frame 3 is restricted, push the slide 6 to move the slide 6 to a suitable position so that the top of the sleeve 7 can be directly facing the bottom of the second building structure 1, so that the top of the subsequently placed jack can be directly facing the bottom of the second building structure 1.

[0046] S4: After the sleeve 7 is positioned, the jack can be placed inside the sleeve 7, thereby compressing the first spring 11 by the weight of the jack itself, so that the insertion rod 10 enters the insertion hole 12, thereby restricting the position of the slide 6 and the sleeve 7, and thus restricting the position of the jack.

[0047] S5: After the jacks are placed, the computer can be operated to transmit electrical signals to the signal receiver inside the pump station, thereby starting the power supply and activating the jacks to support the upper building structure 1, thereby raising the upper building structure 1 by five to ten millimeters, and then completing the replacement of the seismic isolation bearing 2.

[0048] Working principle: The first connecting plate 4 is placed on the outside of the building structure 1, and then the support frame 3 is fitted on the outside of the first connecting plate 4. The distance of the support frame 3 is controlled according to the size of the building structure 1. When the support frame 3 moves, it can squeeze the limiting block 14, thereby compressing the second spring 15, so that the limiting block 14 enters the inside of the first connecting plate 4. When the support frame 3 moves to the designated position, the limiting block 14 will move to the outside of the support frame 3 under the action of the second spring 15, thereby restricting the position of the support frame 3, so as to facilitate the subsequent support of the placed components.

[0049] Then, by pulling the support plate 16, the length of the support plate 16 can be adapted to the size of the building structure 1. When the support frame 3 moves, it can drive the support plate 16 to move, so that the support rod 19 is closer to the building structure 1. Then, the screw 21 is rotated, so that the support pad 22 abuts against the outside of the building structure 1. Thus, the two sets of screws 21 and support pad 22 form a compression with the outside of the building structure 1, thereby forming a tensile force and a supporting force.

[0050] Next, by pushing the slide block 6, the sleeve 7 is moved so that the top of the sleeve 7 is aligned with the bottom of the building structure 1 above. Then, the jack is placed inside the sleeve 7, and the weight of the jack compresses the first spring 11, causing the placement plate 9 to move downward, thereby moving the insertion rod 10. This allows the insertion rod 10 to enter the insertion hole 12, thus restricting the position of the slide block 6 and the sleeve 7, and thus restricting the position of the jack. When the jack supports the building structure 1 above, the insertion rod 10 can restrict the position of the jack, so that the jack will not tilt or deviate when supporting the building structure 1 above, thus ensuring the stability of the supporting force, thus ensuring the stability of the building structure 1, and thus ensuring the safety when replacing the seismic isolation bearing 2.

[0051] The terms "front," "back," "left," "right," "top," and "bottom" all refer to the figures in the accompanying drawings. Figure 1Based on the perspective of the observer, the side of the device facing the observer is defined as the front, the left side of the observer is defined as the left, and so on.

[0052] In the description of this invention, it should be understood that the terms "center", "longitudinal", "lateral", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc., indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings. They are only for the convenience of describing this invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation. Therefore, they should not be construed as limiting the scope of protection of this invention.

[0053] The foregoing has shown and described the basic principles, main features, and advantages of the present invention. Those skilled in the art should understand that the present invention is not limited to the above embodiments. The embodiments and descriptions in the specification are merely illustrative of the principles of the invention. Various changes and modifications can be made to the invention without departing from its spirit and scope, and all such changes and modifications fall within the scope of the present invention as claimed. The scope of protection of the present invention is defined by the appended claims and their equivalents.

Claims

1. A construction device for intelligent replacement of building seismic isolation bearings, comprising a building structure (1), wherein two building structures (1) are provided, and a seismic isolation bearing (2) is fixedly connected between the two building structures (1). Its features are: Two extension components are provided on the outside of the building structure (1). A placement component is provided on the outside of the extension components. The placement component includes a slide (6) slidably connected to the outside of the extension components. A sleeve (7) is fixedly connected to the top of the slide (6). A placement plate (9) is slidably connected inside the sleeve (7). The placement plate (9) passes through the sleeve (7). A placement cylinder (8) is fixedly connected to the bottom of the inner cavity of the sleeve (7). A first spring (11) is fixedly connected between the placement plate (9) and the sleeve (7). The placement cylinder (8) is sleeved on the outside of the first spring (11). Two insert rods (10) are fixedly connected to the bottom of the placement plate (9). The insert rods (10) pass through the sleeve (7) and the slide (6) and are slidably connected.

2. The construction device for intelligent replacement of building seismic isolation bearings according to claim 1, characterized in that: The extension assembly includes two support frames (3) abutting against the top of the building structure (1). A first connecting plate (4) is slidably connected inside the support frame (3). A groove (5) is opened inside the support frame (3). The groove (5) is slidably connected to the outside of the slide block (6). An insertion hole (12) is opened inside the support frame (3). The insertion hole (12) is slidably connected to the outside of the insertion rod (10).

3. The construction device for intelligent replacement of building seismic isolation bearings according to claim 2, characterized in that: The extension assembly also includes a slide rod (13) fixedly connected inside the first connecting plate (4), a limit block (14) is slidably connected to the outside of the slide rod (13), the outside of the limit block (14) is slidably connected to the inside of the first connecting plate (4), and a second spring (15) is fixedly connected between the limit block (14) and the first connecting plate (4).

4. The construction device for intelligent replacement of building seismic isolation bearings according to claim 3, characterized in that: A support component is provided on the outside of the support frame (3). The support component includes a support plate (16) fixedly connected to the bottom of the support frame (3). A storage frame (17) is slidably connected to the outside of the support plate (16). Two bases (18) are fixedly connected to the outside of the support plate (16).

5. The construction device for intelligent replacement of building seismic isolation bearings according to claim 4, characterized in that: The support assembly also includes a support rod (19) fixedly connected to the outside of the base (18). A second connecting plate (20) is fixedly connected to the end of the support rod (19). A screw (21) is threadedly connected inside the second connecting plate (20). A support pad (22) is fixedly connected to the end of the screw (21).

6. The construction device for intelligent replacement of building seismic isolation bearings according to claim 5, characterized in that: The limiting block (14) passes through the first connecting plate (4) and the limiting block (14) passes through the support frame (3) and is slidably connected.

7. A method for using an intelligent construction device for replacing building seismic isolation bearings, the method being used to control the intelligent construction device for replacing building seismic isolation bearings as described in claim 6, characterized in that: S1: First, place the first connecting plate (4) on top of the building structure (1), then put the support frame (3) on the outside of the first connecting plate (4), then push the support frame (3) to push the limiting block (14). Before placing the support frame (3), it is also necessary to pull the support plate (16) according to the size of the building structure (1) so that the distance between the two support frames (3) can adapt to the size of the building structure (1). S2: After the support frame (3) is installed, the screw (21) can be rotated so that the support pad (22) and the outer side of the building structure (1) are squeezed together. Thus, the two sets of support pads (22) squeeze the building structure (1) against each other, thereby forming a tensile force and a supporting force, which in turn restricts the position of the support frame (3). S3: When the position of the support frame (3) is restricted, push the slide (6) so that the slide (6) moves to the appropriate position so that the top of the sleeve (7) can face the bottom of the second building structure (1) so that the top of the subsequently placed jack can face the bottom of the second building structure (1). S4: After the sleeve (7) is positioned, the jack can be placed inside the sleeve (7), thereby compressing the first spring (11) by the weight of the jack itself, so that the insertion rod (10) enters the insertion hole (12), thereby restricting the position of the slide (6) and the sleeve (7), and thus restricting the position of the jack. S5: After the jack is placed, the computer can be operated to transmit the electrical signal to the signal receiver inside the pump station, thereby starting the power supply and starting the jack, which in turn supports the building structure (1) above, so that the building structure (1) above is lifted by five to ten millimeters, and then the seismic isolation bearing (2) is replaced.

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