Building shock insulation support construction device and construction method thereof

Abstract

The invention relates to the field of shock insulation support construction, in particular to a building shock insulation support construction device and a construction method thereof, and solves the problem that a first side column and a second side column cannot be assembled and connected under the condition that an operator does not have tools such as a screwdriver. The building shock insulation support construction device comprises a cement pile, the upper end of the cement pile is connected with a shock insulation support, bottom plates for connection are placed on the periphery of the bottom end of the cement pile, three stand columns are inserted into the upper ends of the bottom plates for connection, and a plurality of positioning components are arranged on the end faces, facing the outer side, of the stand columns. First side columns are inserted into the three stand columns located on one face of the cement column. The connecting part replaces existing connecting pieces such as bolts and nuts, an operator can still assemble and connect the first side column and the second side column without tools such as a screwdriver, and the convenience performance of assembly between the first side column and the second side column is improved.

Description

Technical Field

[0001] The invention relates to the field of seismic isolation bearing construction, and in particular to a building seismic isolation bearing construction device and a construction method thereof. Background Art

[0002] The seismic isolation bearing is a special structural device, which is mainly used between the foundation and the superstructure of the building. It reduces the transmission of seismic energy to the upper structure by extending the natural vibration period of the structure, thereby achieving the effect of shock absorption and seismic isolation. The core function of the seismic isolation bearing is to isolate the direct impact of seismic waves on the building. The seismic isolation bearing construction device supports the seismic isolation bearing and fixes the seismic isolation bearing between two vertical support piles.

[0003] The existing seismic isolation bearings need to be supported by a mold plate, a first side column and a second side column before construction and installation. The connection between the first side column and the second side column requires bolts and nuts, and tools are always required for installation and connection, which reduces the convenience of assembly between the first side column and the second side column. The seismic isolation bearings are still squeezed by the upper objects during the construction process, which reduces the service life of the seismic isolation bearings. Therefore, it does not meet the existing needs. In this regard, we propose a construction device and a construction method for building seismic isolation bearings. Summary of the invention

[0004] The object of the present invention is to provide a construction device and a construction method of a building seismic isolation support to solve the problems raised in the above-mentioned background technology.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a construction device for seismic isolation bearings of buildings, comprising cement piles, the upper end of the cement piles being connected to seismic isolation bearings, connecting bottom plates being installed around the bottom of the cement piles, three upright posts being inserted on the connecting bottom plates, a plurality of positioning components being installed on the upright posts, wherein three upright posts located on two opposite side surfaces among four side surfaces around the cement piles are inserted with first side posts, both ends of the first side posts are inserted with connecting components, three upright posts located on the other two opposite side surfaces among four end surfaces around the cement piles are inserted with second side posts, and the second side posts are connected by inserting and connecting components; A fixed block is fixedly connected to the middle of the column located in the middle position, and a clamping piece is fixedly connected to the middle of the columns located on both sides, and a plug-in piece is inserted between the clamping piece and the fixed block; Four mold plates are arranged around the upper part of the seismic isolation bearing, the interior of the four mold plates is filled with concrete, the bottom of the mold plates is connected to a supporting base plate, and multiple supporting components are arranged around the mold plates and the cement piles, and the supporting components are fixed by plug-in connectors.

[0006] Preferably, the connecting component includes a second sleeve sleeved on the second side column, one end of the second sleeve is connected to a spring, a connecting column is passed through the inner side of the spring, one end of the connecting column is fixedly connected to the second sleeve, the other end of the connecting column is plug-connected with the first sleeve, one end of the spring is fixedly connected to one end surface of the first sleeve, the other end of the spring is fixedly connected to one end surface of the first sleeve, and the other end of the first sleeve is plug-connected to the first side column.

[0007] Preferably, plug-in strips are fixedly connected to the upper and lower sides of one end of the first side column, a slot is provided inside the first sleeve, and the plug-in strip is inserted into the first sleeve through the slot.

[0008] Preferably, a first slot hole is opened at one end of the second sleeve away from the connecting column, two second clamping plates are symmetrically fixedly connected to the outside of the first slot hole, second slot holes are radially opened at both ends of the second side column, the end of the second side column is inserted into the second sleeve, the second slot hole and the first slot hole are aligned and placed, and positioning pins are inserted in the second slot hole and the first slot hole.

[0009] Preferably, the positioning component includes a main positioning block fixedly connected to the end face of the column, a deep plug-in groove is provided in the middle of the main positioning block, an insertion block is clamped on one end face of the main positioning block through the insertion groove, a secondary positioning block is inserted in the deep plug-in groove, and plug-in holes are provided at the upper and lower ends of the secondary positioning block, and the plug-in holes and the insertion block are plug-in matched.

[0010] Preferably, the support component comprises an L-shaped support plate placed on the upper end of the cement pile, the L-shaped support plate is fixedly connected to a support frame, a rotating column is movably connected through the outer end surface of the support frame, the end of the rotating column that penetrates the support frame is movably connected to a first extrusion block, the end of the first extrusion block away from the rotating column is extruded with a second extrusion block, the upper end of the second extrusion block is fixedly connected to a vertical support column, and the upper end of the vertical support column is extruded on the lower end surface of the supporting bottom plate; A front connecting strip is fixedly connected to the outer end surface of the L-shaped supporting plate, and a front slot is provided on the front connecting strip.

[0011] Preferably, the connector comprises a transverse plug-in column inserted into the front slot, one end of the transverse plug-in column is fixedly connected to a connecting block, and the upper and lower ends of the connecting block are fixedly connected to the first card connecting piece.

[0012] Preferably, the clamping member comprises a clamping block fixedly connected to the outer side surface of the column, the upper and lower ends of the clamping block are provided with clamping grooves, and the middle part of one side of the clamping block is provided with a plug hole.

[0013] Preferably, the transverse plug-in column passes through the plug hole and is inserted into the front slot on the front connecting strip, and the first card-connecting pieces at the upper and lower ends of the connecting block are card-connected in the card-connecting grooves.

[0014] A construction method of a building seismic isolation bearing construction device comprises the following steps: Step A: Place the connection base plate around the cement pile, insert the column into the upper end of the clamping piece, clamp the second side column between the main positioning block and the secondary positioning block located on two opposite end surfaces around the cement pile, insert the upper and lower ends of the secondary positioning block into the insertion deep groove, insert the insertion holes at the upper and lower ends of the secondary positioning block and the insertion block, insert the insertion block on the main positioning block and clamp it into the insertion hole, so that the main positioning block and the secondary positioning block are clamped and connected as a whole, clamp and fix the second side column with the main positioning block and the secondary positioning block, and clamp the first side column between the main positioning block and the secondary positioning block on the other two opposite end surfaces around the cement pile; Step B: sleeve the second sleeve onto the second side column, sleeve the first sleeve at one end of the second sleeve onto one end of the first side column, align the first slot hole and the second slot hole at the other end of the second sleeve, and insert the positioning pin into the second slot hole and the first slot hole, so that the connecting component and the second side column are connected as a whole; Step C: The support component is placed between the cement pile and the mold plate, and the rotating column is rotated. One end of the rotating column drives the first extrusion block to move laterally into the support frame. The support frame moves laterally to squeeze the second extrusion block. Then, the support frame drives the vertical support column to vertically squeeze toward the mold plate. The vertical support column squeezes the supporting bottom plate at the lower end of the mold plate, thereby enabling the vertical support column to support the supporting bottom plate. Step D: Finally, the horizontal plug-in column passes through the insertion hole, and the horizontal plug-in column is horizontally inserted into the front slot on the front connecting strip, and the first card plates at the upper and lower ends of the connecting block are carded into the card slots at the upper and lower ends of the card block. The card slots and the first card plates are carded together to make the card connector and the plug connector card-fit together, thereby improving the performance of the plug connector in limiting and fixing the supporting component.

[0015] Compared with the prior art, the present invention has the following beneficial effects: The present invention squeezes the first sleeve toward the second sleeve, and the first sleeve squeezes the spring. At the same time, one end of the first sleeve is sleeved on the end surface of one end of the first side column. A slot is provided inside the first sleeve, and the plug-in strip is inserted into the first sleeve through the slot. This arrangement improves the fixed connection performance between the first side column and the connecting component. The connecting component replaces existing connecting parts such as bolts and nuts. The operator can assemble and connect the first side column and the second side column without tools such as screwdrivers, thereby improving the convenience of assembling the first side column and the second side column. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] Figure 1 It is a schematic diagram of the overall structure of the present invention; Figure 2 for Figure 1 A magnified view of the structure at center A; Figure 3 for Figure 1A magnified view of the structure at B in the middle; Figure 4 for Figure 2 An enlarged view of the structure after the connecting component and the positioning component are separated; Figure 5 This is a schematic diagram of the structure after the support component of the present invention is disassembled; Figure 6 It is a structural diagram of the connector in the present invention; Figure 7 for Figure 5 A magnified view of the structure at C in the middle; Figure 8 It is a cross-sectional view between the seismic isolation support, the mold plate and the supporting base plate in the present invention.

[0017] In the figure: 1, cement pile; 2, mold plate; 3, column; 4, plug-in piece; 401, horizontal plug-in column; 402, connecting block; 403, first clamping piece; 5, supporting component; 501, front connecting strip; 502, L-shaped supporting plate; 503, first extrusion block; 504, rotating column; 505, supporting frame; 506, second extrusion block; 507, vertical supporting column; 508, front slot; 6, clamping piece; 601, clamping block; 602, jack; 603, clamping slot; 7, positioning pin; 8, fixed Positioning component; 801, main positioning block; 802, secondary positioning block; 803, plug-in block; 804, plug-in deep groove; 805, plug-in hole; 9, connecting component; 901, first sleeve; 902, connecting 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 support; 13, second slot hole; 14, fixing block; 15, plug-in strip; 16, connecting base plate; 17, supporting base plate. DETAILED DESCRIPTION

[0018] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0019] See also Figures 1 to 7An embodiment of the present invention is a construction device for seismic isolation bearings of a building, comprising a cement pile 1, the upper end of the cement pile 1 is connected to a seismic isolation bearing 12, a connecting base plate 16 is installed around the bottom end of the cement pile 1, three columns 3 are inserted on the connecting base plate 16, 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, both ends of the first side columns 10 are inserted with connecting components 9, 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.

[0020] A fixing block 14 is fixedly connected to the middle of the column 3 located in the middle position, and a clamping piece 6 is fixedly connected to the middle position of the columns 3 located on both sides. A plug-in connector 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 bearing 12. The interior of the four mold plates 2 is filled with concrete. A supporting base plate 17 is connected to the bottom of the mold plate 2. A plurality of supporting components 5 are arranged around the mold plate 2 and the cement pile 1. The supporting components 5 are inserted and fixed by the plug-in connector 4.

[0021] The connecting component 9 includes a second sleeve 904 sleeved on the second side column 11, one end of the second sleeve 904 is connected to a spring 903, an inner side of the spring 903 is penetrated by a connecting column 902, one end of the connecting column 902 is fixedly connected to the second sleeve 904, the other end of the connecting column 902 is plugged and 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 first sleeve 901, the other end of the first sleeve 901 is plugged and connected to the first side column 10, the upper and lower sides of one end of the first side column 10 are fixedly connected with a plug-in strip 15, a slot is opened inside the first sleeve 901, and the plug-in strip 15 is plugged into the first sleeve 901 through the slot.

[0022] A first slot hole 906 is formed at one end of the second sleeve 904 away from the connecting column 902, two second clamping pieces 905 are symmetrically fixedly connected to the outer side 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, and the second slot hole 13 and the first slot hole 906 are aligned and placed, and positioning pins 7 are inserted into the second slot hole 13 and the first slot hole 906; 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. The two sides of the first slot hole 906 are fixedly connected with the second clamping pieces 905, 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, so as to realize the fixed connection between the second sleeve 904 and the second side column 11; When the connecting component 9 is in use, the first sleeve 901 is pressed toward the second sleeve 904, and the first sleeve 901 squeezes the tension 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 provided inside the first sleeve 901, and the plug-in strip 15 is inserted into the slot inside the first sleeve 901, thereby improving the performance of the fixed connection between the first side column 10 and the connecting component 9, and improving the convenience of assembly between the first side column 10 and the second side column 11.

[0023] The positioning component 8 includes a main positioning block 801 fixedly connected to the end face of the column 3, a deep plug-in groove 804 is provided 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 the insertion groove, a secondary positioning block 802 is inserted in the insertion deep groove 804, and plug-in holes 805 are provided at both upper and lower ends of the secondary positioning block 802, and the plug-in holes 805 and the insertion block 803 are plug-in matched; wherein the second side column 11 is clamped between the main positioning block 801 and the secondary positioning block 802 located on two opposite sides 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 sides around the cement pile 1.

[0024] The supporting component 5 includes an L-shaped supporting plate 502 placed on the upper end of the cement pile 1, a supporting frame 505 is fixedly connected to the L-shaped supporting plate 502, a rotating column 504 is movably connected to the outer end surface of the supporting frame 505, the end of the rotating column 504 that penetrates the supporting frame 505 is movably connected to the first extrusion block 503, the end of the first extrusion block 503 away from the rotating column 504 is extruded with a second extrusion block 506, the upper end of the second extrusion block 506 is fixedly connected to a vertical supporting column 507, and the upper end of the vertical supporting column 507 is extruded on the lower end surface of the supporting base 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.

[0025] The connector 4 includes 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 fixedly connected to first clamping pieces 403, the clamping component 6 includes a clamping block 601 fixedly connected to the outer side of the column 3, the upper and lower ends of the clamping block 601 are provided with clamping grooves 603, and the middle part of one side of the clamping block 601 is provided with a plug-in hole 602, the transverse plug-in column 401 passes through the plug-in 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 in the clamping groove 603, wherein the end of the transverse plug-in column 401 away from the connector 4 is inserted in the slot of the fixing block 14, so that the entire connector 4 is fixed on the outside of the column 3.

[0026] By rotating the rotating column 504, the cross-section of the first extrusion block 503 is a trapezoidal structure, and the cross-section of the second extrusion block 506 is a trapezoidal structure. The rotating column 504 drives the first extrusion block 503 to move toward the second extrusion block 506 inside the support frame 505. The inclined surface on one side of the first extrusion block 503 squeezes the inclined surface at the lower end of the second extrusion block 506, so that the second extrusion block 506 drives the vertical support column 507 to be vertically extruded toward the mold plate 2, thereby adjusting the distance between the vertical support column 507 and the supporting bottom plate 17, and then adjusting the distance between the cement pile 1 and the mold plate 2, to adapt to different heights of the seismic isolation bearings 12; Depend on Figure 8 As shown, the vertical support column 507 squeezes the supporting base plate 17 at the lower end of the mold plate 2, so that the vertical support column 507 supports the supporting base plate 17, reducing the squeezing of the unsolidified concrete in the mold plate 2 on the seismic isolation bearing 12, and sharing the pressure of the concrete in the mold plate 2 on the overall seismic isolation bearing 12 through multiple support components 5. After the construction is completed, the support components 5 are disassembled and taken out, thereby increasing the service life of the seismic isolation bearing 12.

[0027] A construction method of a building seismic isolation bearing construction device comprises the following steps: Step A: Place the connection base plate 16 around the cement pile 1, insert the column 3 into the upper end of the clamping piece 6, the second side column 11 is clamped between the main positioning block 801 and the secondary positioning block 802 located on the 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 at the upper and lower ends of the secondary positioning block 802 are plugged and connected with the insertion block 803, the insertion block 803 is inserted on the main positioning block 801 and clamped into the insertion hole 805, so that the main positioning block 801 and the secondary positioning block 802 are clamped and connected as a whole, the main positioning block 801 and the secondary positioning block 802 are clamped and fixed to the second side column 11, 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 end faces around the cement pile 1; Step B: The second sleeve 904 is mounted on the second side column 11, the first sleeve 901 at one end of the second sleeve 904 is mounted on one end of the first side column 10, the first slot hole 906 at the other end of the second sleeve 904 is aligned with the second slot hole 13, 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 toward the mold plate 2. The vertical support column 507 squeezes the supporting bottom plate 17 at the lower end of the mold plate 2, thereby enabling the vertical support column 507 to support the supporting bottom plate 17. Step D: Finally, the horizontal plug post 401 passes through the insertion hole 602, and the horizontal plug post 401 is horizontally inserted into the front slot 508 on the front connecting strip 501, and the first card pieces 403 at the upper and lower ends of the connecting block 402 are carded into the card slots 603 at the upper and lower ends of the card block 601. The card slots 603 and the first card pieces 403 are carded together to make the card connector 6 and the plug connector 4 carded and matched, thereby improving the performance of the plug connector 4 in limiting and fixing the support component 5.

[0028] It will be apparent to those skilled in the art that the invention is not limited to the details of the exemplary embodiments described above and that the invention can be implemented in other specific forms without departing from the spirit or essential features of the invention. Therefore, the embodiments should be considered exemplary and non-limiting in all respects, and the scope of the invention is defined by the appended claims rather than the foregoing description, and it is intended that all variations falling within the meaning and scope of the equivalent elements of the claims be included in the invention. Any reference numeral in a claim should not be considered as limiting the claim to which it relates.

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); a plurality of supporting components (5) are arranged around the mold plates (2) and the cement piles (1); the supporting components (5) are inserted and fixed by means of plug-in components (4).

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 first sleeve (901); 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 support component (5) comprises an L-shaped support plate (502) placed on the upper end of the cement pile (1), a support frame (505) being fixedly connected to the L-shaped support plate (502), a rotating column (504) being movably connected through the outer end surface of the support frame (505), an end of the rotating column (504) penetrating the support frame (505) being movably connected to a first extrusion block (503), an end of the first extrusion block (503) away from the rotating column (504) being extruded with a second extrusion block (506), an upper end of the second extrusion block (506) being fixedly connected to a vertical support column (507), and an upper end of the vertical support column (507) being extruded on a lower end surface of a supporting base 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).

7. A construction device for seismic isolation bearings of a building according to claim 6, 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).

8. A construction device for seismic isolation bearings of a building according to claim 7, 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).

9. A construction device for seismic isolation bearings of a building according to claim 8, 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).

10. The construction method of a building seismic isolation support construction device according to claim 9, 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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