A construction device for building seismic isolation bearings and its construction method

Abstract

The present invention relates to the field of seismic isolation bearing construction, and specifically to a construction device and construction method for building seismic isolation bearings, which solves the problem that the first side column and the second side column cannot be assembled and connected without tools such as screwdrivers. A construction device and construction method for building seismic isolation bearings includes a cement pile, an upper end of the cement pile is connected with a seismic isolation bearing, connection bottom plates are placed around a bottom end of the cement pile, three columns are inserted into upper ends of the connection bottom plates, a plurality of positioning components are arranged on an end surface of each column facing the outside, and three columns located on one side of the cement pile are inserted with a first side column. The connection components in the present invention replace existing connection components such as bolts and nuts, and an operator can still assemble and connect the first side column and the second side column without tools such as screwdrivers, improving the convenience of the assembly between the first side column and the second side column.

Description

Technical Field

[0001] The present invention relates to the field of seismic isolation bearing construction, and specifically relates to a construction device and construction method for building seismic isolation bearings. Background Technique

[0002] A seismic isolation bearing is a special structural device mainly used between the foundation and the superstructure of a building. By extending the natural vibration period of the structure, it reduces the transmission of seismic energy to the superstructure, thereby achieving the effect of seismic reduction and isolation. The core function of the seismic isolation bearing is to isolate the direct impact of seismic waves on the building. The construction device for the seismic isolation bearing is to support the seismic isolation bearing and fix the seismic isolation bearing between two vertical support piles.

[0003] Before the construction and installation of the existing seismic isolation bearings, formwork, the first side column, and the second side column are required to support them. Among them, bolts, nuts and other connecting parts are required for the connection between the first side column and the second side column. Tools always need to be carried for installation and connection, resulting in a reduction in the convenience of the assembly between the first side column and the second side column; among them, the seismic isolation bearing is still squeezed by the upper objects during the construction process, resulting in a reduction in the service life of the seismic isolation bearing. Therefore, it does not meet the existing needs, and for this reason, we propose a construction device and construction method for building seismic isolation bearings. Summary of the Invention

[0004] The purpose of the present invention is to provide a construction device and construction method for building seismic isolation bearings to solve the problems raised in the above background technique.

[0005] To achieve the above purpose, the present invention provides the following technical solution: A construction device for building seismic isolation bearings includes cement piles. The upper ends of the cement piles are connected with seismic isolation bearings. Connecting bottom plates are installed around the bottom ends of the cement piles. Three columns are inserted into the connecting bottom plates. A plurality of positioning components are installed on the columns. Among them, the first side columns are inserted into three columns on two opposite sides among the four side faces around the cement piles. Connecting components are inserted at both ends of the first side column. The second side columns are inserted into three columns on the other two opposite side faces among the four end faces around the cement piles. The second side column and the connecting component are inserted and connected;

[0006] A fixing block is fixedly connected to the middle of the column in the middle position. A clamping component is fixedly connected to the middle of the columns on both sides. An inserting component is inserted between the clamping component and the fixing block;

[0007] Four formwork are arranged around the upper part of the seismic isolation bearing. Concrete is filled inside the four formwork. A supporting bottom plate is connected to the bottom of the formwork. A plurality of supporting components are arranged around the periphery between the formwork and the cement pile. The supporting components are inserted and fixed through the inserting component.

[0008] Preferably, the connecting component includes a second sleeve sleeved on the second side column. One end of the second sleeve is connected with a spring. A connecting column is inserted through the inner side of the spring. One end of the connecting column is fixedly connected with the second sleeve, and the other end of the connecting column is inserted and connected with a first sleeve. One end of the spring is fixedly connected with one end face of the first sleeve, and the other end of the spring is fixedly connected with one end face of the first sleeve. The other end of the first sleeve is inserted and connected with the first side column.

[0009] Preferably, plugging strips are fixedly connected to both the upper and lower sides of one end of the first side column. A slot is formed inside the first sleeve, and the plugging strips are inserted into the first sleeve through the slot.

[0010] Preferably, a first slot hole is formed at one end of the second sleeve away from the connecting column. Two second clamping pieces are symmetrically and fixedly connected to the outside of the first slot hole. Second slot holes are respectively radially formed at both ends of the second side column. The end of the second side column is inserted into the second sleeve, and the second slot holes and the first slot hole are placed in alignment. A positioning pin is inserted into the second slot hole and the first slot hole.

[0011] Preferably, the positioning component includes a main positioning block fixedly connected to the end face of the column. A deep plugging groove is formed in the middle of the main positioning block. A plugging block is clamped to one end face of the main positioning block through a plugging groove. A secondary positioning block is inserted into the deep plugging groove. Plugging holes are formed at both the upper and lower ends of the secondary positioning block, and the plugging holes are inserted and matched with the plugging block.

[0012] Preferably, the supporting component includes an L-shaped supporting plate placed on the upper end of the cement pile. A supporting frame is fixedly connected to the L-shaped supporting plate. A rotating column is movably connected through the outer end face of the supporting frame in a penetrating manner. A first pressing block is movably connected to the end of the rotating column penetrating into the supporting frame. A second pressing block is pressed by one end of the first pressing block away from the rotating column. A vertical supporting column is fixedly connected to the upper end of the second pressing block, and the upper end of the vertical supporting column presses against the lower end face of the supporting bottom plate;

[0013] A front connecting strip is fixedly connected to the outer end face of the L-shaped supporting plate, and a front slot is formed in the front connecting strip.

[0014] Preferably, the plugging component includes a horizontal plugging column inserted into the front slot. One end of the horizontal plugging column is fixedly connected with a connecting block, and first clamping pieces are fixedly connected to both the upper and lower ends of the connecting block.

[0015] Preferably, the clamping component includes a clamping block fixedly connected to the outer side face of the column. Clamping grooves are formed at both the upper and lower ends of the clamping block, and a jack is formed in the middle of one side of the clamping block.

[0016] Preferably, the horizontal plugging column penetrates through the jack and is inserted into the front slot on the front connecting strip, and the first clamping pieces at both the upper and lower ends of the connecting block are clamped in the clamping grooves.

[0017] A construction method for a construction device of a building isolation bearing, comprising the following steps:

[0018] Step A: Place the bottom plate for connection around the cement piles. Insert the columns into the upper ends of the clamping parts. The second side columns are clamped between the main positioning blocks and the secondary positioning blocks on two opposite end faces around the cement piles. The upper and lower ends of the secondary positioning blocks are inserted into the insertion deep grooves. The insertion holes and insertion blocks at the upper and lower ends of the secondary positioning blocks are inserted and connected. The insertion blocks are inserted onto the main positioning blocks and clamped in the insertion holes, so that the main positioning blocks and the secondary positioning blocks are clamped and connected as a whole. Clamp and fix the second side columns with the main positioning blocks and the secondary positioning blocks. The first side columns are clamped between the main positioning blocks and the secondary positioning blocks on the other two opposite end faces around the cement piles;

[0019] Step B: Sleeve the second sleeve on the second side columns. The first sleeve at one end of the second sleeve is sleeved on one end of the first side columns. The first slot holes and the second slot holes at the other end of the second sleeve are arranged in alignment, and the positioning pins are inserted into the second slot holes and the first slot holes to connect the connecting parts and the second side columns as a whole;

[0020] Step C: Place the supporting parts between the cement piles and the formwork. Rotate the rotating column. One end of the rotating column drives the first extrusion block to move horizontally into the supporting frame. The horizontal movement of the supporting frame squeezes the second extrusion block. Then the supporting frame drives the vertical supporting column to vertically squeeze towards the formwork. The vertical supporting column squeezes the supporting bottom plate at the lower end of the formwork, so that the vertical supporting column supports the supporting bottom plate;

[0021] Step D: Finally, insert the horizontal insertion column through the insertion holes, and the horizontal insertion column is horizontally inserted into the front slot on the front connecting strip. The first clamping pieces at the upper and lower ends of the connecting block are clamped in the clamping grooves at the upper and lower ends of the clamping block. Then the clamping between the clamping grooves and the first clamping pieces enables the clamping and cooperation of the clamping parts and the plugging parts, thereby improving the performance of the plugging parts in limiting and fixing the supporting parts.

[0022] Compared with the prior art, the beneficial effects of the present invention are:

[0023] In the present invention, the first sleeve squeezes and moves towards the second sleeve direction. The first sleeve squeezes the spring. At the same time, one end of the first sleeve is sleeved on the end face of one end of the first side column. Slots are provided inside the first sleeve. The insertion strips are inserted into the first sleeve through the slots. This setting improves the fixed connection performance between the first side column and the connecting parts. The connecting parts replace the existing connecting parts such as bolts and nuts. Operators can assemble and connect the first side column and the second side column without tools such as screwdrivers, improving the convenience of assembling the first side column and the second side column. BRIEF DESCRIPTION OF THE DRAWINGS

[0024] Figure 1 is a schematic structural diagram of the whole of the present invention;

[0025] Figure 2 is Figure 1 An enlarged view of the structure at position A in

[0026] Figure 3 is Figure 1 An enlarged view of the structure at position B in

[0027] Figure 4 is Figure 2 An enlarged view of the structure after the connection component and the positioning component are separated in

[0028] Figure 5 A schematic diagram of the structure after the support component is disassembled in the present invention;

[0029] Figure 6 A structural diagram of the plug-in component in the present invention;

[0030] Figure 7 is Figure 5 An enlarged view of the structure at position C in

[0031] Figure 8 A sectional view between the seismic isolation bearing, the mold plate and the support bottom plate in the present invention.

[0032] In the figure: 1, cement pile; 2, mold plate; 3, column; 4, plug-in component; 401, horizontal plug-in column; 402, connection block; 403, first clamping piece; 5, support component; 501, front connection bar; 502, L-shaped support plate; 503, first extrusion block; 504, rotating column; 505, support frame; 506, second extrusion block; 507, vertical support column; 508, front slot; 6, clamping component; 601, clamping block; 602, jack; 603, clamping groove; 7, positioning pin; 8, positioning component; 801, main positioning block; 802, secondary positioning block; 803, insertion block; 804, insertion deep groove; 805, insertion hole; 9, connection component; 901, first sleeve; 902, connection column; 903, spring; 904, second sleeve; 905, second clamping piece; 906, first slot hole; 10, first side column; 11, second side column; 12, seismic isolation bearing; 13, second slot hole; 14, fixing block; 15, insertion strip; 16, connection bottom plate; 17, support bottom plate. Specific embodiments

[0033] Next, the technical solutions in the embodiments of the present invention will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, rather than all the embodiments.

[0034] Please refer to Figures 1 to 7, an embodiment provided by the present invention: a construction isolation bearing construction device, including a cement pile 1, the upper end of the cement pile 1 is connected with an isolation bearing 12, connection bottom plates 16 are installed around the bottom end of the cement pile 1, three columns 3 are inserted on the connection bottom plates 16, and a plurality of positioning components 8 are installed on the columns 3. Among them, on three columns 3 on two opposite side surfaces among the four side surfaces around the cement pile 1, a first side column 10 is inserted, and connection components 9 are inserted at both ends of the first side column 10. On three columns 3 on the other two opposite side surfaces among the four end surfaces around the cement pile 1, a second side column 11 is inserted, and the second side column 11 and the connection component 9 are inserted and connected.

[0035] A fixing block 14 is fixedly connected to the middle part of the column 3 in the middle position, a clamping part 6 is fixedly connected to the middle part of the columns 3 on both sides, an inserting part 4 is inserted between the clamping part 6 and the fixing block 14. Four mold plates 2 are arranged around the upper part of the isolation bearing 12, concrete is filled inside the four mold plates 2, a supporting bottom plate 17 is connected to the bottom of the mold plate 2, and a plurality of supporting components 5 are arranged around the periphery between the mold plate 2 and the cement pile 1. The supporting components 5 are inserted and fixed through the inserting part 4.

[0036] The connection component 9 includes a second sleeve 904 sleeved on the second side column 11, one end of the second sleeve 904 is connected with a spring 903, a connecting column 902 is inserted inside the spring 903, one end of the connecting column 902 is fixedly connected with the second sleeve 904, the other end of the connecting column 902 is inserted and connected with a first sleeve 901, one end surface of the spring 903 is fixedly connected with one end surface of the first sleeve 901, the other end of the spring 903 is fixedly connected with one end surface of the first sleeve 901, the other end of the first sleeve 901 is inserted and connected with the first side column 10, inserting strips 15 are fixedly connected to the upper and lower sides of one end of the first side column 10, a slot is formed inside the first sleeve 901, and the inserting strips 15 are inserted inside the first sleeve 901 through the slot.

[0037] A first slot hole 906 is formed at the end of the second sleeve 904 away from the connecting column 902, two second clamping pieces 905 are symmetrically and fixedly connected to the outside of the first slot hole 906, second slot holes 13 are respectively radially formed at both ends of the second side column 11, the end part of the second side column 11 is inserted inside the second sleeve 904, the second slot holes 13 and the first slot hole 906 are placed in alignment, and a positioning pin 7 is inserted inside the second slot holes 13 and the first slot hole 906;

[0038] Insert the positioning pin 7 into the second slot hole 13 and the first slot hole 906 to integrally connect the connecting component 9 and the second side column 11. Second clamping pieces 905 are fixedly connected to both sides of the first slot hole 906, and the second clamping pieces 905 are made of elastic metal. When the positioning pin 7 is inserted into the second slot hole 13 and the first slot hole 906, the two second clamping pieces 905 clamp the positioning pin 7 to achieve the fixed connection between the second sleeve 904 and the second side column 11;

[0039] When the connecting component 9 is in use, the first sleeve 901 squeezes the second sleeve 904, and the first sleeve 901 squeezes the stretching elastic force of the spring 903. At the same time, one end of the first sleeve 901 is sleeved on one end of the first side column 10. A slot is formed inside the first sleeve 901, and the insertion strip 15 is inserted into the slot inside the first sleeve 901, improving the performance of the fixed connection between the first side column 10 and the connecting component 9 and the convenience of the assembly between the first side column 10 and the second side column 11.

[0040] The positioning component 8 includes a main positioning block 801 fixedly connected to the end face of the column 3. A deep insertion slot 804 is formed in the middle of the main positioning block 801. One end face of the main positioning block 801 is clamped with an insertion block 803 through an insertion slot. A secondary positioning block 802 is inserted into the deep insertion slot 804. Insertion holes 805 are formed in the upper and lower ends of the secondary positioning block 802, and the insertion holes 805 are inserted and matched with the insertion block 803; The second side column 11 is clamped between the main positioning block 801 and the secondary positioning block 802 on two opposite side faces around the cement pile 1, and the first side column 10 is clamped between the main positioning block 801 and the secondary positioning block 802 on the other two opposite side faces around the cement pile 1.

[0041] The support component 5 includes an L-shaped support plate 502 placed on the upper end of the cement pile 1. A support frame 505 is fixedly connected to the L-shaped support plate 502. A rotating column 504 is movably connected through the outer end face of the support frame 505. One end of the rotating column 504 passing through the support frame 505 is movably connected with a first extrusion block 503. A second extrusion block 506 is extruded at one end of the first extrusion block 503 away from the rotating column 504. A vertical support column 507 is fixedly connected to the upper end of the second extrusion block 506, and the upper end of the vertical support column 507 is extruded against the lower end face of the support bottom plate 17; A front connecting strip 501 is fixedly connected to the outer end face of the L-shaped support plate 502, and a front insertion slot 508 is formed in the front connecting strip 501.

[0042] The connector 4 includes a horizontal insertion post 401 inserted into the front slot 508. One end of the horizontal insertion post 401 is fixedly connected with a connection block 402. First clamping pieces 403 are fixedly connected to both the upper and lower ends of the connection block 402. The clamping member 6 includes a clamping block 601 fixedly connected to the outer side of the upright post 3. Clamping grooves 603 are formed at both the upper and lower ends of the clamping block 601. A jack 602 is formed in the middle of one side of the clamping block 601. The horizontal insertion post 401 passes through the jack 602 and is inserted into the front slot 508 on the front connection bar 501. The first clamping pieces 403 at both the upper and lower ends of the connection block 402 are clamped in the clamping grooves 603. One end of the horizontal insertion post 401 away from the connector 4 is inserted into the slot of the fixed block 14, so that the overall connector 4 is fixed on the outer side of the upright post 3.

[0043] By rotating the rotating column 504, the cross-section of the first pressing block 503 is a trapezoidal structure, and the cross-section of the second pressing block 506 is a trapezoidal structure. The rotating column 504 drives the first pressing block 503 to move towards the second pressing block 506 inside the support frame 505. The inclined surface on one side of the first pressing block 503 presses the inclined surface at the lower end of the second pressing block 506, so that the second pressing block 506 drives the vertical support column 507 to vertically press towards the mold plate 2, thereby adjusting the distance between the vertical support column 507 and the support bottom plate 17, and further adjusting the distance between the cement pile 1 and the mold plate 2 to adapt to the isolation bearings 12 of different heights.

[0044] As Figure 8 shown, the vertical support column 507 presses the support bottom plate 17 at the lower end of the mold plate 2, so that the vertical support column 507 supports the support bottom plate 17, reducing the extrusion of the unhardened concrete in the mold plate 2 on the isolation bearing 12. The pressure of the concrete in the mold plate 2 on the overall isolation bearing 12 is shared by multiple support members 5. After all the construction is completed, the support members 5 are disassembled and removed, improving the service life of the isolation bearing 12.

[0045] A construction method of a construction device for building isolation bearings includes the following steps:

[0046] Step A: Place the bottom plate 16 for connection around the cement pile 1. Insert the upright column 3 at the upper end of the clamping member 6. The second side column 11 is clamped between the main positioning block 801 and the secondary positioning block 802 on two opposite end faces around the cement pile 1. The upper and lower ends of the secondary positioning block 802 are inserted into the insertion deep groove 804. The insertion holes 805 and the insertion blocks 803 at the upper and lower ends of the secondary positioning block 802 are inserted and connected. The insertion block 803 is inserted onto the main positioning block 801 and clamped in the insertion hole 805, so that the main positioning block 801 and the secondary positioning block 802 are clamped and connected as a whole, and the main positioning block 801 and the secondary positioning block 802 are used to clamp and fix the second side column 11. The first side column 10 is clamped between the main positioning block 801 and the secondary positioning block 802 on the other two opposite end faces around the cement pile 1;

[0047] Step B: Sleeve the second sleeve 904 on the second side column 11. The first sleeve 901 at one end of the second sleeve 904 is sleeved on one end of the first side column 10. The first slot hole 906 and the second slot hole 13 at the other end of the second sleeve 904 are arranged in alignment, and the positioning pin 7 is inserted into the second slot hole 13 and the first slot hole 906, so that the connecting component 9 and the second side column 11 are connected as a whole;

[0048] Step C: Place the support component 5 between the cement pile 1 and the mold plate 2. Rotate the rotating column 504. One end of the rotating column 504 drives the first extrusion block 503 to move horizontally into the support frame 505. The horizontal movement of the support frame 505 squeezes the second extrusion block 506. Then the support frame 505 drives the vertical support column 507 to vertically squeeze towards the mold plate 2. The vertical support column 507 squeezes the support bottom plate 17 at the lower end of the mold plate 2, so that the vertical support column 507 supports the support bottom plate 17;

[0049] Step D: Finally, the horizontal insertion column 401 passes through the insertion hole 602, and the horizontal insertion column 401 is horizontally inserted into the front slot 508 on the front connecting bar 501. The first clamping pieces 403 at the upper and lower ends of the connecting block 402 are clamped in the clamping grooves 603 at the upper and lower ends of the clamping block 601. Then the clamping between the clamping groove 603 and the first clamping piece 403 enables the clamping member 6 and the plug-in member 4 to be clamped and matched, so as to improve the performance of the plug-in member 4 for limiting and fixing the support component 5.

[0050] It is obvious to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, and that the present invention can be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present invention is defined by the appended claims rather than the above description. Therefore, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be embraced within the present invention. Any reference signs in the claims should not be construed as limiting the claims involved.

Claims

1. A construction device for a seismic isolation support for a building, comprising a cement pile (1), the upper end of the cement pile (1) being connected to a seismic isolation support (12), characterized in that: A connecting base plate (16) is installed around the bottom of the cement pile (1), three columns (3) are inserted on the connecting base plate (16), and a plurality of positioning components (8) are installed on the columns (3), wherein three columns (3) located on two opposite side surfaces among the four side surfaces around the cement pile (1) are inserted with first side columns (10), and connecting components (9) are inserted at both ends of the first side columns (10), and three columns (3) located on the other two opposite side surfaces among the four end surfaces around the cement pile (1) are inserted with second side columns (11), and the second side columns (11) and the connecting components (9) are inserted and connected; A fixing block (14) is fixedly connected to the middle of the column (3) located in the middle position, a clamping piece (6) is fixedly connected to the middle of the columns (3) located on both sides, and a plug-in piece (4) is inserted between the clamping piece (6) and the fixing block (14); Four mold plates (2) are arranged around the upper part of the seismic isolation support (12), the interior of the four mold plates (2) is filled with concrete, the bottom of the mold plates (2) is connected to a supporting bottom plate (17), and a plurality of supporting components (5) are arranged around the mold plates (2) and the cement piles (1), and the supporting components (5) are inserted and fixed by means of plug-in components (4); The support component (5) comprises an L-shaped support plate (502) placed on the upper end of the cement pile (1), a support frame (505) is fixedly connected to the L-shaped support plate (502), a rotating column (504) is movably connected to the outer end surface of the support frame (505), the end of the rotating column (504) that penetrates the support frame (505) is movably connected to a first extrusion block (503), an end of the first extrusion block (503) away from the rotating column (504) is extruded with a second extrusion block (506), the cross-section of the first extrusion block (503) is a trapezoidal structure, the cross-section of the second extrusion block (506) is a trapezoidal structure, the upper end of the second extrusion block (506) is fixedly connected to a vertical support column (507), and the upper end of the vertical support column (507) is extruded on the lower end surface of the supporting bottom plate (17); A front connecting strip (501) is fixedly connected to the outer end surface of the L-shaped supporting plate (502), and a front slot (508) is provided on the front connecting strip (501).

2. A construction device for seismic isolation bearings according to claim 1, characterized in that: The connecting component (9) comprises a second sleeve (904) sleeved on the second side column (11); one end of the second sleeve (904) is connected to a spring (903); a connecting column (902) is passed through the inner side of the spring (903); one end of the connecting column (902) is fixedly connected to the second sleeve (904); the other end of the connecting column (902) is plug-connected to the first sleeve (901); one end of the spring (903) is fixedly connected to one end surface of the first sleeve (901); the other end of the spring (903) is fixedly connected to one end surface of the second sleeve (904); and the other end of the first sleeve (901) is plug-connected to the first side column (10).

3. A construction device for seismic isolation bearings according to claim 2, characterized in that: A plug-in strip (15) is fixedly connected to both upper and lower sides of one end of the first side column (10), and a slot is provided inside the first sleeve (901), through which the plug-in strip (15) is inserted into the first sleeve (901).

4. A construction device for seismic isolation bearings of a building according to claim 3, characterized in that: A first slot hole (906) is formed at one end of the second sleeve (904) away from the connecting column (902), two second clamping plates (905) are symmetrically fixedly connected to the outside of the first slot hole (906), and second slot holes (13) are radially formed at both ends of the second side column (11), and the end of the second side column (11) is inserted into the second sleeve (904), the second slot hole (13) and the first slot hole (906) are aligned, and positioning pins (7) are inserted into the second slot hole (13) and the first slot hole (906).

5. A construction device for seismic isolation bearings of a building according to claim 4, characterized in that: The positioning component (8) comprises a main positioning block (801) fixedly connected to the end surface of the column (3), a deep plug-in groove (804) being provided in the middle of the main positioning block (801), a plug-in block (803) being clamped on one end surface of the main positioning block (801) through the plug-in groove, a secondary positioning block (802) being inserted into the deep plug-in groove (804), plug-in holes (805) being provided at both upper and lower ends of the secondary positioning block (802), and the plug-in holes (805) and the plug-in block (803) being plug-in-matched.

6. A construction device for seismic isolation bearings of a building according to claim 5, characterized in that: The plug-in connector (4) comprises a transverse plug-in column (401) inserted into the front slot (508), one end of the transverse plug-in column (401) is fixedly connected to a connecting block (402), and the upper and lower ends of the connecting block (402) are both fixedly connected to a first card connecting piece (403).

7. A construction device for seismic isolation bearings of a building according to claim 6, characterized in that: The clamping member (6) comprises a clamping block (601) fixedly connected to the outer side surface of the column (3), the upper and lower ends of the clamping block (601) are provided with clamping grooves (603), and a plug hole (602) is provided in the middle of one side of the clamping block (601).

8. A construction device for seismic isolation bearings of a building according to claim 7, characterized in that: The transverse insertion column (401) passes through the insertion hole (602) and is inserted into the front slot (508) on the front connecting strip (501), and the first clamping pieces (403) at the upper and lower ends of the connecting block (402) are clamped into the clamping grooves (603).

9. The construction method of a building seismic isolation support construction device according to claim 8, characterized in that: The following steps are involved: Step A: Place the connection base plate (16) around the cement pile (1), insert the column (3) into the upper end of the clamping member (6), clamp the second side column (11) between the main positioning block (801) and the secondary positioning block (802) located on two opposite end surfaces around the cement pile (1), insert the upper and lower ends of the secondary positioning block (802) into the insertion deep groove (804), and the insertion holes (805) at the upper and lower ends of the secondary positioning block (802) and the insertion block (803) ) plug-in connection, the plug-in block (803) is plugged into the main positioning block (801) and snap-fitted into the plug-in hole (805), so that the main positioning block (801) and the secondary positioning block (802) are snap-fitted and connected as a whole, the main positioning block (801) and the secondary positioning block (802) are snap-fitted and fixed to the second side column (11), and the first side column (10) is snap-fitted between the main positioning blocks (801) and the secondary positioning blocks (802) at the other two opposite end surfaces around the cement pile (1); Step B: The second sleeve (904) is sleeved onto the second side column (11), the first sleeve (901) at one end of the second sleeve (904) is sleeved onto one end of the first side column (10), the first slot hole (906) at the other end of the second sleeve (904) and the second slot hole (13) are aligned, and the positioning pin (7) is inserted into the second slot hole (13) and the first slot hole (906), so that the connecting component (9) and the second side column (11) are connected as a whole; Step C: the support component (5) is placed between the cement pile (1) and the mold plate (2), and the rotating column (504) is rotated. One end of the rotating column (504) drives the first extrusion block (503) to move laterally into the support frame (505). The support frame (505) moves laterally to squeeze the second extrusion block (506). Then, the support frame (505) drives the vertical support column (507) to vertically squeeze in the direction of the mold plate (2). The vertical support column (507) squeezes the supporting bottom plate (17) at the lower end of the mold plate (2), and the vertical support column (507) supports the supporting bottom plate (17). Step D: Finally, the transverse insertion column (401) passes through the insertion hole (602), and the transverse insertion column (401) is transversely inserted into the front slot (508) on the front connecting strip (501), and the first clamping pieces (403) at the upper and lower ends of the connecting block (402) are clamped into the clamping grooves (603) at the upper and lower ends of the clamping block (601), and the clamping grooves (603) and the first clamping pieces (403) are clamped to make the clamping member (6) and the plug-in member (4) clamped and matched, thereby improving the performance of the plug-in member (4) in limiting and fixing the supporting member (5).

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