CN214942373U - Shear force wall construction joint department template supports reinforcing apparatus based on BIM - Google Patents
Shear force wall construction joint department template supports reinforcing apparatus based on BIM Download PDFInfo
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- CN214942373U CN214942373U CN202120869166.2U CN202120869166U CN214942373U CN 214942373 U CN214942373 U CN 214942373U CN 202120869166 U CN202120869166 U CN 202120869166U CN 214942373 U CN214942373 U CN 214942373U
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- 238000010276 construction Methods 0.000 title claims abstract description 20
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 14
- 210000001503 joint Anatomy 0.000 claims description 13
- 238000009415 formwork Methods 0.000 claims description 11
- 230000000149 penetrating effect Effects 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims 7
- 230000002265 prevention Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 4
- 238000003780 insertion Methods 0.000 description 21
- 230000037431 insertion Effects 0.000 description 21
- 230000008878 coupling Effects 0.000 description 7
- 238000010168 coupling process Methods 0.000 description 7
- 238000005859 coupling reaction Methods 0.000 description 7
- 238000009434 installation Methods 0.000 description 7
- 238000003466 welding Methods 0.000 description 3
- 238000009435 building construction Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The application relates to a BIM-based shear wall construction joint template support reinforcing device, which comprises square timbers positioned at two sides of a guide wall, wherein shear wall templates are positioned above the square timbers, support devices for supporting the corresponding square timbers are arranged at two sides of the guide wall, the supporting device comprises a supporting plate which is used for supporting the square timber and is abutted against the side wall of the guide wall, an abutting plate which is abutted against the square timber and is far away from the side wall of the guide wall, the opposite-pulling screw rod penetrates through the supporting plate and the abutting plate, a connecting mechanism for connecting the abutting plate is arranged on the supporting plate, the connecting mechanism comprises a connecting screw rod which horizontally penetrates through the abutting plate and is in threaded connection with the abutting plate, one end of the connecting screw rod is rotatably connected to the supporting plate, the other end of the connecting screw rod is connected with a holding part convenient for the connecting screw rod to rotate, and the opposite-pulling screw rod is connected with a connecting nut which enables the butt plate to be tightly abutted to the square timber through threads. This application has the effect that adapts to different square timber sizes.
Description
Technical Field
The application relates to the field of building construction, in particular to a template support reinforcing device at a construction joint of a shear wall based on BIM.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body is mainly used for bearing horizontal load and vertical load caused by wind load or earthquake action in the house building, and the structure is prevented from being sheared and damaged. In modern building construction, shear walls play a very important role. With the increasing of buildings, in the construction process of a shear wall, a reinforcing mesh is usually built first, shear wall templates are arranged on two sides of the reinforcing mesh, and concrete is poured between the two shear wall templates for processing. When the shear wall is higher, the shear wall built below acts on the guide wall, a counter-pulling screw rod which penetrates through the guide wall and is horizontally arranged is pre-embedded in the guide wall, the shear wall template is integrally moved upwards and fixed on the guide wall through the counter-pulling screw rod, and the shear wall above the guide wall is processed on the guide wall. How to support the shear wall template has great influence on the quality of the shear wall.
Chinese patent publication No. CN211473374U discloses a formwork bracing and reinforcing device for a shear wall construction joint based on BIM. The device is including being located the template of leading the wall both sides and being located the square timber that the template below is used for supporting the template, still including hugging closely the bracket holder of leading the wall, with bracket holder articulated anchor clamps and pre-buried in leading the wall and both ends expose in leading the outer split screw rod of wall, it has first logical groove to open on the vertical axis of bracket holder, it has the second to lead to the groove to open with first logical groove corresponding position on anchor clamps, the split screw rod is located leads the outer one end of wall and passes first logical groove and second logical groove in proper order, and the outside cover that leads to the groove in the second is equipped with and keeps off the piece, the outside of keeping off the piece is worn fastening nut and is fixed anchor clamps and bracket holder.
In view of the above related technologies, the inventor believes that although the device realizes the fixation of the shear wall on the guide wall, for the square timbers with different sizes, in order to ensure that the clamp is attached to the side wall of the square timbers far away from the guide wall, the size of the bracket needs to be matched with the square timbers to better ensure the stability of the square timbers, and the application range of the device is greatly limited.
SUMMERY OF THE UTILITY MODEL
In order to be convenient for cooperate with the square timber of different sizes, this application provides a shear force wall construction joint department template support reinforcing apparatus based on BIM.
The application provides a shear force wall construction joint department template support reinforcing apparatus based on BIM adopts following technical scheme:
the utility model provides a shear force wall construction joint department template supports reinforcing apparatus based on BIM, is including the square timber that is located the guide wall both sides, and the shear force wall template is located the square timber top, the guide wall both sides all are provided with the support and hold the device that supports corresponding square timber, hold the device including being used for supporting square timber and butt are in the backup pad, the butt of guide wall lateral wall are kept away from to the square timber, and to drawing the screw rod and running through backup pad and butt board, be provided with the connection in the backup pad the coupling mechanism of butt board, coupling mechanism includes that the level runs through butt board and with butt board threaded connection's connecting screw, connecting screw one end is rotated and is connected in the backup pad, the other end is connected with and is convenient for connecting screw rod pivoted control portion has the coupling nut that makes the butt board tightly support on the square timber to drawing threaded connection on the screw rod.
Through adopting above-mentioned technical scheme, according to the demand of square timber thickness, rotate the portion of holding, adjust the distance between backup pad and the butt board, make the backup pad butt at the lateral wall of leading the wall, backup pad up end butt is at the lower surface of square timber, the butt board butt is at the lateral wall of square timber, rotate coupling nut, make coupling nut promote the butt board and support the lateral wall of tight at square timber to realize the installation of square timber on leading the wall, shear force wall template lower extreme butt is at the square timber up end, make the square timber play the effect of holding up the support to the template.
Optionally, a connecting column perpendicular to the supporting plate is fixed to the supporting plate, a connecting end cover is sleeved on the connecting screw rod, the end face, far away from the holding part, of the connecting screw rod is fixed with a supporting disc for preventing the connecting end cover from being separated from the connecting screw rod, the supporting disc is in a supporting state on the connecting column, a ball convenient for the supporting disc to rotate relative to the connecting column is embedded in the end face of the connecting column, and the connecting end cover is in threaded connection with the outer wall of the connecting column.
Through adopting above-mentioned technical scheme, connecting end cap threaded connection is on the spliced pole, and the setting of ball is convenient for the butt dish and rotates for the spliced pole, acts on the portion of holding, makes connecting screw rotate for the connecting plate, and the butt board moves along connecting screw length direction to adjust the position relation of butt board for the backup pad, in order to satisfy the demand of different thickness side woods.
Optionally, the butt plate includes with connecting screw threaded connection's connecting plate, rotate to connect in the grip block on the connecting plate, to the drawing screw rod runs through the connecting plate, the grip block can rotate in vertical direction for the connecting plate.
Through adopting above-mentioned technical scheme, the grip block rotates to be connected on the connecting plate, makes the grip block rotate for the connecting plate, makes the grip block can adjust the position relation of grip block relative to the square timber according to the shape of square timber to increase the stability that grip block and square timber are connected.
Optionally, a connecting groove penetrating through the connecting plate is formed in the side wall of the connecting plate, a connecting block clamped in the connecting groove is fixed on the side wall of the clamping plate, insertion grooves are formed in the inner walls of the two sides of the connecting groove, insertion holes penetrating through the connecting block are formed in the connecting block, an insertion rod is detachably arranged in the connecting groove, the insertion rod penetrates through the insertion holes, and the insertion rod is connected with the inner walls of the two sides of the connecting groove.
Through adopting above-mentioned technical scheme, the spliced pole is worn to establish in the spliced eye and can dismantle the connection in the inserting groove, realizes that the rotation of grip block and connecting plate is connected, and the grip block of being convenient for simultaneously is with dismantling for the installation of connecting plate.
Optionally, the insertion groove penetrates through two end faces of the connecting plate along the length direction, one end of the insertion rod extends to the end face of the connecting plate, the insertion rod is sleeved with the insertion spring, one end of the insertion spring is fixed on the insertion rod, the other end of the insertion spring is fixed on the connecting plate, and the insertion rod is pulled to move towards the inside of the connecting plate.
By adopting the technical scheme, the connecting block extends into the connecting groove, so that the inserting hole is aligned with the inserting groove, and the inserting rod is pulled to be inserted into the inserting hole under the action of the inserting spring, thereby realizing the connection of the connecting plate and the clamping plate; the plugging rod is pulled to be separated from the plugging hole, so that the clamping plate and the connecting plate are convenient to disassemble.
Optionally, the supporting plate and the clamping plate are horizontally provided with a butt groove penetrating through the supporting plate and the clamping plate, the butt groove is vertically arranged, and the inner wall of the upper end of the butt groove is provided with a butt block and a butt spring pushing the butt block to move downwards and butt against the counter-pulling screw rod.
Through adopting above-mentioned technical scheme, the setting in butt groove can make the split screw slide at the butt inslot to adjust connecting plate and backup pad height in vertical direction, the setting of butt piece and butt spring, make the staff only need through exerting different decurrent pressure when the installation holds the supporting device, can adjust the position relation of holding the supporting device in vertical direction, the installation of the supporting device of being convenient for.
Optionally, the inner walls of the two sides of the abutting groove are vertically provided with guide grooves, and the side wall of the abutting block is fixed with a guide block which is slidably clamped in the corresponding guide grooves.
Through adopting above-mentioned technical scheme, the joint that slides of guide block has restricted the direction of motion of butt piece in the guide way, prevents that the butt piece from playing the regulating action because of moving outside the butt groove.
Optionally, a rubber pad is fixed on the end face of the clamping plate abutting against the guide wall.
Through adopting above-mentioned technical scheme, the rubber pad plays certain cushioning effect, reduces grip block and the possibility of square timber damage.
In summary, the present application includes at least one of the following beneficial technical effects:
the supporting plate is abutted against the side wall of the guide wall, the square timber is abutted against the upper end face of the supporting plate, the clamping plate is abutted against the side wall of the square timber, and the connecting nut is rotated to push the clamping plate to be abutted against the side wall of the square timber, so that the installation of the square timber on the guide wall is realized, and the installation of the shear wall template on the end face of the square timber is facilitated;
the opposite-pulling screw rod can slide in the abutting groove, the abutting block is always abutted on the opposite-pulling screw rod under the action of the abutting spring, and the position relation of the supporting device in the vertical direction is convenient to adjust by changing the positive pressure applied to the supporting device.
Drawings
Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.
FIG. 2 is a schematic view of a connection structure of the connection screw and the support plate according to the embodiment of the present application.
FIG. 3 is a schematic view of a connection structure between a clamping plate and a connecting plate according to an embodiment of the present application.
Description of reference numerals: 1. square wood; 2. a support plate; 3. a butt joint plate; 4. a connecting nut; 5. connecting a screw rod; 6. a hand wheel; 7. connecting columns; 8. connecting an end cover; 9. a butting tray; 10. a ball bearing; 11. a connecting plate; 12. a clamping plate; 13. a rubber pad; 14. connecting grooves; 15. connecting blocks; 16. inserting grooves; 17. inserting holes; 18. a plug rod; 19. inserting a spring; 20. a butt joint groove; 21. a butting block; 22. a guide groove; 23. a guide block; 24. abutting the spring.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses shear force wall construction joint department template support reinforcing apparatus based on BIM. Referring to fig. 1, a formwork support reinforcing device for a construction joint of a shear wall based on BIM comprises square timbers 1 which are abutted against two sides of a guide wall, wherein the square timbers 1 are horizontally arranged, the square timbers 1 on two sides are positioned at the same vertical height, and the shear wall formwork abuts against the upper end faces of the square timbers 1. Lead wall both sides and all be provided with the support bracket device that supports corresponding square timber 1, support bracket device includes the butt in the backup pad 2 of leading the wall lateral wall, the up end of 1 lower extreme butt backup pad 2 of square timber, support bracket device still including the butt board 3 of connection in backup pad 2, the lateral wall of leading the wall is kept away from at square timber 1 to 3 butts of butt board, it runs through backup pad 2 and butt board 3 to drawing the screw rod level on the wall to, threaded connection has the coupling nut 4 that makes butt board 3 support tightly on square timber 1 on drawing the screw rod.
Referring to fig. 1, a connecting mechanism for connecting the abutting plate 3 is arranged on the supporting plate 2, the connecting mechanism comprises a connecting screw rod 5 which horizontally penetrates through the abutting plate 3, the connecting screw rod 5 is in threaded connection with the abutting plate 3, a holding part convenient for the connecting screw rod 5 to rotate is fixed at one end of the connecting screw rod 5, the holding part is a hand wheel 6 welded at the end part of the connecting screw rod 5, and the other end of the connecting screw rod 5 is rotatably connected to a side wall, far away from a guide wall, of the supporting plate 2.
Referring to fig. 1 and 2, a connecting column 7 perpendicular to the supporting plate 2 is welded on the side wall of the supporting plate 2 far away from the guide wall, a connecting end cap 8 is sleeved on the connecting screw rod 5, a butt plate 9 is welded on the end part of the connecting screw rod 5 far away from the hand wheel 6, the butt plate 9 is coaxial with the connecting screw rod 5 and prevents the connecting end cap 8 from being separated from the connecting screw rod 5, balls 10 convenient for the butt plate 9 to rotate relative to the connecting column 7 are embedded on the end surface of the butt plate 9 of the connecting column 7, the connecting end cap 8 is in threaded connection with the outer wall of the connecting column 7, so that the connecting screw rod 5 is in rotational connection with the supporting plate 2, the butt plate 3 moves towards the direction close to or far away from the supporting plate 2 by rotating the connecting screw rod 5, the distance between the supporting plate 2 and the butt plate 3 is adjusted to meet the requirements of widths of different square timbers 1, and the butt plate 3 can always abut against the side wall of the guide wall at the square 1, and the abutting plate 3 is attached to the side wall of the square timber 1 far away from the guide wall.
Referring to fig. 2 and 3, the abutting plate 3 includes a connecting plate 11 screwed with the connecting screw 5, and a holding plate 12 connected to a side wall of the connecting plate 11, and a rubber pad 13 for buffering is bonded to a side wall of the holding plate 12 close to the guide. Two spread grooves 14 have been seted up to the same lateral wall level of connecting plate 11, two spread grooves 14 run through connecting plate 11 along the direction that the wall was led to the perpendicular to, grip block 12 lateral wall integrated into one piece has the joint to be in corresponding spread groove 14 connecting block 15, connecting block 15 outer wall is glossy circular arc structure, make connecting block 15 can drive grip block 12 rotate in vertical direction for connecting plate 11, spread groove 16 has been seted up to spread groove 14 both sides inner wall, spread groove 16 runs through connecting plate 11 along length direction, along the direction that is on a parallel with spread groove 16, spread hole 17 has been seted up along the direction that is on a parallel with spread groove 16 on connecting block 15, spread hole 17 runs through connecting block 15 and aligns with corresponding spread groove 16 along length direction, wear to be equipped with two spliced poles 18 in the spread groove 16, two spread grooves 16 in same spread groove 14 are connected respectively to two spliced poles 18, spread hole 17 that spread pin 18 wears to establish in corresponding, thereby realize that grip block 12 is connected in the rotation on butt board 3. The end part of the insertion rod 18, which is positioned on the connecting plate 11, is sleeved with an insertion spring 19, one end of the insertion spring 19 is welded on the insertion rod 18, the other end of the insertion spring is welded on the end surface of the connecting plate 11, and the insertion rod 18 is pulled to be inserted into the corresponding insertion hole 17, so that the clamping plate 12 and the connecting plate 11 are convenient to connect and disassemble.
Referring to fig. 2 and 3, the supporting plate 2 and the clamping plate 12 are horizontally provided with a butt groove 20 penetrating through the supporting plate 2 and the clamping plate 12, the butt groove 20 is vertical and long, and the counter-pull screw rod is arranged in the butt groove 20 in a penetrating manner. Be provided with butt joint piece 21 in butt joint groove 20, butt joint piece 21 lateral wall butt just can slide on vertical direction on butt joint groove 20's inner wall, the vertical guide way 22 of having seted up of butt groove 20 both sides inner wall, butt joint piece 21 lateral wall welding has the guide block 23 of joint in corresponding guide way 22 that slides, butt groove 20 upper end inner wall welding has the butt spring 24 that is vertical setting, butt spring 24 upper end is fixed in butt joint groove 20, the lower extreme welding is not promoting butt joint piece 21 downstream on butt joint piece 21. When the support device is installed, the counter-pull screw rod is arranged in the abutting groove 20 in a penetrating mode, the abutting block 21 abuts against the counter-pull screw rod under the action of the abutting spring 24, and the support device is pressed downwards, so that the height of the support device in the vertical direction can be adjusted conveniently.
The implementation principle of the formwork support reinforcing device at the construction joint of the shear wall based on the BIM is as follows: make the butt screw rod wear to establish in butt joint groove 20, make backup pad 2 butt at leading the wall lateral wall, install 2 up end in backup pad with square timber 1, make grip block 12 butt at square timber 1 lateral wall, rotate coupling nut 4 and make grip block 12 towards the motion of one side near square timber 1, simultaneously, rotate hand wheel 6, adjust the distance between backup pad 2 and the connecting plate 11, make grip block 12 lateral wall and 1 lateral wall laminating of square timber, grip block 12 and lead under the wall combined action, press from both sides square timber 1 tightly, thereby realize the installation of bracket device, install the shear force wall template on the square timber 1 that corresponds, thereby realize that bracket device supports the shear force wall template.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a shear force wall construction joint department template supports reinforcing apparatus based on BIM, is including being located square timber (1) of leading wall both sides, the shear force wall template is located square timber (1) top is led the wall both sides and all is provided with the support bracket device that supports corresponding square timber (1), its characterized in that: the supporting device comprises a supporting plate (2) used for supporting the square timber (1) and abutted against the side wall of the guide wall, an abutting plate (3) abutted against the side wall of the guide wall far away from the square timber (1), a counter-pull screw penetrates through the supporting plate (2) and the abutting plate (3), a connecting mechanism connected with the abutting plate (3) is arranged on the supporting plate (2), the connecting mechanism comprises a connecting screw (5) which horizontally penetrates through the abutting plate (3) and is in threaded connection with the abutting plate (3), one end of the connecting screw (5) is rotatably connected onto the supporting plate (2), the other end of the connecting screw is connected with a control part convenient for rotating the connecting screw (5), and the counter-pull screw is connected with a connecting nut (3) which enables the abutting plate (3) to abut against the square timber (1) in a threaded manner.
2. The BIM-based formwork support reinforcement device for a shear wall construction joint according to claim 1, wherein: be fixed with spliced pole (7) of perpendicular to backup pad (2) on backup pad (2), connecting screw rod (5) are gone up and have been cup jointed connection end cover (8), connecting screw rod (5) are kept away from the terminal surface of control portion and are fixed with the prevention connecting end cover (8) break away from butt dish (9) of connecting screw rod (5), butt dish (9) butt is in on spliced pole (7), spliced pole (7) terminal surface inlays and is equipped with and is convenient for butt dish (9) for spliced pole (7) pivoted ball (10), connecting end cover (8) threaded connection is in on the outer wall of spliced pole (7).
3. The BIM-based formwork support reinforcement device for a shear wall construction joint according to claim 1, wherein: butt joint board (3) including with connecting screw rod (5) threaded connection's connecting plate (11), rotate to be connected grip block (12) on connecting plate (11), to drawing the screw rod and run through connecting plate (11), grip block (12) can rotate in vertical direction for connecting plate (11).
4. The BIM-based formwork support reinforcement device at a shear wall construction joint according to claim 3, wherein: the clamping device is characterized in that a connecting groove (14) penetrating through the connecting plate (11) is formed in the side wall of the connecting plate (11), a clamping block (12) is fixedly connected with the side wall of the clamping plate (12) in a clamping mode and corresponds to a connecting block (15) in the connecting groove (14), inserting grooves (16) are formed in the inner walls of the two sides of the connecting groove (14), an inserting hole (17) penetrating through the connecting block (15) is formed in the connecting block (15), an inserting rod (18) is detachably arranged in the connecting groove (14), the inserting rod (18) penetrates through the inserting hole (17), and the inserting rod (18) is connected with the inner walls of the two sides of the connecting groove (14).
5. The BIM-based formwork support reinforcement device for shear wall construction joints according to claim 4, wherein: the plug-in connection structure is characterized in that the plug-in connection groove (16) penetrates through two end faces of the connection plate (11) along the length direction, one end of the plug-in connection rod (18) extends to the end face of the connection plate (11), the plug-in connection rod (18) is sleeved with a plug-in connection spring (19), one end of the plug-in connection spring (19) is fixed to the plug-in connection rod (18), the other end of the plug-in connection spring is fixed to the connection plate (11), and the plug-in connection rod (18) is pulled to move towards the inside of the connection plate (11).
6. The BIM-based formwork support reinforcement device at a shear wall construction joint according to claim 3, wherein: backup pad (2) and grip block (12) are improved level and have been seted up run through backup pad (2) with butt groove (20) of grip block (12), butt groove (20) are vertical setting, butt groove (20) upper end inner wall is provided with butt piece (21) and promotes butt piece (21) downstream and butt spring (24) on the counter-pulling screw rod.
7. The BIM-based formwork support reinforcement device for a shear wall construction joint according to claim 6, wherein: guide slots (22) are vertically formed in the inner walls of the two sides of the abutting slots (20), and sliding clamping blocks (23) corresponding to the guide slots (22) are fixed on the side walls of the abutting blocks (21).
8. The BIM-based formwork support reinforcement device at a shear wall construction joint according to claim 3, wherein: and a rubber pad (13) is fixed on the end face of the clamping plate (12) abutting against the guide wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120869166.2U CN214942373U (en) | 2021-04-25 | 2021-04-25 | Shear force wall construction joint department template supports reinforcing apparatus based on BIM |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120869166.2U CN214942373U (en) | 2021-04-25 | 2021-04-25 | Shear force wall construction joint department template supports reinforcing apparatus based on BIM |
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| Publication Number | Publication Date |
|---|---|
| CN214942373U true CN214942373U (en) | 2021-11-30 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120869166.2U Active CN214942373U (en) | 2021-04-25 | 2021-04-25 | Shear force wall construction joint department template supports reinforcing apparatus based on BIM |
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| CN (1) | CN214942373U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197913A (en) * | 2021-12-23 | 2022-03-18 | 四川仟坤建设集团有限责任公司 | Anti-seismic reinforced structure of building wall and construction method thereof |
| CN114541747A (en) * | 2022-04-06 | 2022-05-27 | 安徽开盛津城建设有限公司 | Novel constructional column anti-slurry-overflowing construction process |
-
2021
- 2021-04-25 CN CN202120869166.2U patent/CN214942373U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114197913A (en) * | 2021-12-23 | 2022-03-18 | 四川仟坤建设集团有限责任公司 | Anti-seismic reinforced structure of building wall and construction method thereof |
| CN114541747A (en) * | 2022-04-06 | 2022-05-27 | 安徽开盛津城建设有限公司 | Novel constructional column anti-slurry-overflowing construction process |
| CN114541747B (en) * | 2022-04-06 | 2023-11-10 | 安徽开盛津城建设有限公司 | Novel construction technology for preventing slurry overflow of constructional column |
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Effective date of registration: 20240226 Granted publication date: 20211130 |