CN220747255U - Easy-to-detach assembled building jacking device - Google Patents
Easy-to-detach assembled building jacking device Download PDFInfo
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- CN220747255U CN220747255U CN202321929499.5U CN202321929499U CN220747255U CN 220747255 U CN220747255 U CN 220747255U CN 202321929499 U CN202321929499 U CN 202321929499U CN 220747255 U CN220747255 U CN 220747255U
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- 238000009417 prefabrication Methods 0.000 claims description 36
- 230000008878 coupling Effects 0.000 claims description 7
- 238000010168 coupling process Methods 0.000 claims description 7
- 238000005859 coupling reaction Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 12
- 230000000694 effects Effects 0.000 abstract description 7
- 238000000034 method Methods 0.000 description 8
- 238000009434 installation Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000009424 underpinning Methods 0.000 description 1
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Abstract
The utility model relates to a technical field that the building rectified especially relates to a quick detachable assembled building jacking device, and it includes first prefabricated platform and second prefabricated platform, first prefabricated platform with the second prefabricated platform all is used for fixing the lateral wall at the structural column, just first prefabricated platform is located the below of second prefabricated platform, the jack is installed at the top of first prefabricated platform, the jack is used for supporting the second prefabricated platform. The application has the effect of improving the overall construction efficiency and benefit of building deviation correction.
Description
Technical Field
The application relates to the technical field of building deviation correction, in particular to an easy-to-detach assembly type building jacking device.
Background
The building can be inclined due to the phenomena of loose foundation soil, insufficient foundation bearing capacity, uneven settlement and the like in the long-term use process of the building and the influence of natural disasters such as unreasonable investigation design or earthquake and the like. The inclination of the building will cause huge structural potential safety hazards, and effective deviation correcting technical measures must be adopted as soon as possible for treatment.
In the related art, a broken column jacking method is a common technology for building deviation correction, and the working principle of the method is that jacking force points are arranged on a underpinning beam, a bearing platform beam is used as a counter-force platform, frame columns are cut off, an upper structure is jacked, and all columns are restored after jacking in place.
Aiming at the related technology, the inventor considers that the correction by adopting the original broken column jacking method needs to consume a great deal of time and cost. For example, a concrete or steel structural reaction platform needs to be arranged before lifting, so that larger workload and higher cost are generated. Because the setting of concrete or steel construction counter-force platform all needs spending a large amount of time, need demolish cushion cap and jacking platform again after building is rectified moreover to very big extension the whole construction cycle of building rectifying. Therefore, the existing problems all cause that the broken column jacking method cannot generate good benefits in the building deviation correcting engineering.
Disclosure of Invention
In order to improve the overall construction efficiency and benefit to building deviation correcting, the application provides an easy-to-detach assembled building jacking device.
The application provides a quick detachable assembled building jacking device adopts following technical scheme:
the utility model provides a quick detachable assembled building jacking device, includes first prefabricated platform and second prefabricated platform, first prefabricated platform with the second prefabricated platform all is used for fixing the lateral wall at the structural column, just first prefabricated platform is located the below of second prefabricated platform, the jack is installed at the top of first prefabricated platform, the jack is used for supporting the prefabricated platform of second.
Through adopting above-mentioned technical scheme, when the construction, fix first prefabrication platform and second prefabrication platform at the lateral wall of structural column respectively, then install the jack at the top of first prefabrication platform and support the second prefabrication platform, then to the discontinuous post of structural column at first prefabrication platform and second prefabrication platform, and carry out jacking rectifying to the structural column through the jack, the work of pouring the cushion cap and jacking platform has been saved, the efficiency of construction to building rectifying has been improved, great reduction the whole construction cycle of building rectifying.
Optionally, first prefabricated platform includes the polylith prefabricated plate, the prefabricated plate is fixed at the constructional column lateral wall, and the polylith the prefabricated plate winds the week side distribution of constructional column sets up, the one end of prefabricated plate is fixed with the fagging, the fagging with prefabricated plate mutually perpendicular sets up, the both sides of prefabricated plate are all fixed to be provided with the link plate, and are adjacent link plate between the prefabricated plate is dislocation set, and is adjacent link plate joint cooperation between the prefabricated plate, link plate department is provided with coupling assembling, coupling assembling is used for fixed polylith the prefabricated plate.
Through adopting above-mentioned technical scheme, through fixing the polylith prefabricated plate at the lateral wall of constructional column to it is fixed with polylith link plate through coupling assembling, make fixed connection between the polylith prefabricated plate, thereby realized that first prefabricated platform is fixed in the setting of constructional column lateral wall, and the setting of fagging can place the jack, thereby realize rectifying the jacking of constructional column.
Optionally, the coupling assembling includes the connecting rod, the both ends of connecting rod are threaded connection respectively has the spacing ring.
Through adopting above-mentioned technical scheme, during the installation, pass two link plates with the connecting rod to with spacing ring and connecting rod threaded connection, thereby fixed the link plate, realized that coupling assembling is used for fixed polylith prefabricated plate's effect.
Optionally, rib plates are fixed on the side walls of the precast slabs.
Through adopting above-mentioned technical scheme, the setting of floor can carry out whole enhancement to the structure of prefabricated plate, improves the structural strength of prefabricated plate.
Optionally, the lateral wall of constructional column is fixed with the extension board, the draw-in groove has been seted up to the lateral wall of prefabricated plate, the extension board with draw-in groove joint cooperation.
Through adopting above-mentioned technical scheme, the setting of extension board can fix the prefabricated plate joint on the extension board to realize the effect of prefabricated plate fixed at the constructional column lateral wall.
Optionally, the both ends of extension board are fixedly connected with pterygoid lamina respectively, be provided with the rivet on the pterygoid lamina, the pterygoid lamina pass through the rivet with structural column fixed connection.
Through adopting above-mentioned technical scheme, the cooperation setting of pterygoid lamina and rivet can realize fixing the effect on the lateral wall of structural column with the extension board to can make prefabricated plate joint fix on the extension board.
Optionally, an assembling plate is disposed at one end of the prefabricated plate away from the supporting plate.
Through adopting above-mentioned technical scheme, the setting of assembly plate can increase prefabricated plate and the direct area of contact of structural column, improves prefabricated plate and structural column lug connection's stability.
Optionally, a wedge is arranged between the precast slab and the structural column, and the side wall of the precast slab is abutted with the side wall of the wedge.
Through adopting above-mentioned technical scheme, the setting of voussoir can improve the frictional force of butt between prefabricated plate and the structural column at the in-process that the jack risees, further improves the stability of being connected between prefabricated plate and the structural column.
In summary, the present application includes at least one of the following beneficial technical effects:
1. during construction, the first prefabrication platform and the second prefabrication platform are respectively fixed on the side wall of the structural column, then a jack is arranged at the top of the first prefabrication platform to support the second prefabrication platform, then the structural column is arranged on the discontinuous columns of the first prefabrication platform and the second prefabrication platform, and the structural column is lifted and corrected through the jack, so that the work of pouring a bearing platform and the lifting platform is omitted, the construction efficiency of correcting the building is improved, and the integral construction period of correcting the building is greatly shortened;
2. the rib plates are arranged, so that the structure of the precast slab can be integrally reinforced, and the structural strength of the precast slab is improved;
3. the support plates are arranged, and the prefabricated plates can be clamped and fixed on the support plates, so that the prefabricated plates are fixed on the side walls of the structural columns;
4. the wedge blocks are arranged, so that the abutting friction force between the precast slab and the structural column can be improved in the lifting process of the jack, and the stability of connection between the precast slab and the structural column is further improved;
5. because the whole structure setting of adopting the assembled, so each part can reuse, reduce cost reaches low carbon environmental protection's effect.
Drawings
Fig. 1 is a schematic diagram of the overall structure of a building jacking device of the easy-to-detach assembly type.
Fig. 2 is a schematic structural diagram of a building jacking device of the easy-to-detach assembly type after hiding a first prefabricated table and a second prefabricated table.
Fig. 3 is a front view of a quick release modular building jacking system of the present application.
Fig. 4 is an enlarged view of a portion a in fig. 1.
Reference numerals illustrate:
1. a first prefabrication stage; 101. a prefabricated plate; 102. a supporting plate; 103. a hanging plate; 2. a second prefabrication stage; 3. a structural column; 4. a jack; 5. a support plate; 6. a wing plate; 7. a connection assembly; 71. a connecting rod; 72. a limiting ring; 8. a structural frame; 9. rib plates; 10. an assembly plate; 11. wedge blocks.
Detailed Description
The present application is described in further detail below in conjunction with figures 1-4.
The embodiment of the application discloses an easily detachable assembled building jacking device. Referring to fig. 1, a building jacking device of easy-to-detach assembly type includes a first prefabricated table 1 and a second prefabricated table 2, the first prefabricated table 1 and the second prefabricated table 2 are both used for fixing on the side wall of a structural column 3, and the first prefabricated table 1 is located below the second prefabricated table 2, a jack 4 is installed at the top of the first prefabricated table 1, and the jack 4 is used for supporting the second prefabricated table 2.
Referring to fig. 1 and 2, a support plate 5 is installed at a side wall of the structural column 3, and the support plate 5 is used to fix the first prefabrication stage 1 and the second prefabrication stage 2. Specifically, the supporting plate 5 is arranged in parallel with the width direction of the structural column 3, the upper end and the lower end of the supporting plate 5 are respectively fixedly connected with the wing plates 6, rivets are arranged on the wing plates 6, the rivets are multiple, and the rivets are arranged in an arrangement mode along the length direction of the wing plates 6. The rivets pass through the wing plates 6 and are fixedly connected with the side walls of the structural columns 3, so that the wing plates 6 are fixed on the side walls of the structural columns 3.
The structure of the first prefabrication stage 1 is identical to that of the second prefabrication stage 2 and the connection mode is the same, and the difference is that the first prefabrication stage 1 and the second prefabrication stage are symmetrically arranged along the radial direction of the structural column 3 during installation. The following description is based on the structure of the first prefabrication stage 1, and the structure of the second prefabrication stage 2 is not repeated.
Referring to fig. 2 and 3, the first prefabricated station 1 includes a plurality of prefabricated panels 101, the prefabricated panels 101 are fixed to the side walls of the structural columns 3, and the plurality of prefabricated panels 101 are distributed around the circumferential sides of the structural columns 3. The draw-in groove has been seted up to prefabricated plate 101's lateral wall, and extension board 5 and draw-in groove joint cooperation, and prefabricated plate 101 is installed on extension board 5 through the draw-in groove joint and is fixed. The top of prefabricated plate 101 is fixed with fagging 102, and the top fixed connection of fagging 102 and prefabricated plate 101, and fagging 102 and prefabricated plate 101 mutually perpendicular set up. Hanging plates 103 are fixedly arranged on two sides of the precast slabs 101, the hanging plates 103 between the adjacent precast slabs 101 are arranged in a staggered mode, and the hanging plates 103 between the adjacent precast slabs 101 are in clamping fit. When the first prefabricated platform 1 is installed, the prefabricated plates 101 are installed on the side walls of the structural columns 3 through the support plates 5 respectively, the hanging plates 103 on two adjacent prefabricated plates 101 are in staggered clamping connection, and then the hanging plates 103 on two opposite prefabricated plates 101 are aligned with each other. The hanging plate 103 is provided with a connecting component 7, and the connecting component 7 is used for connecting two opposite hanging plates 103.
Referring to fig. 3, in order to further improve the structural strength of the hanging plate 103, a structural frame 8 is fixedly connected to the side wall of the hanging plate 103, and the structural frame 8 is integrally provided with the hanging plate 103.
Referring to fig. 3, the connection assembly 7 includes a connection rod 71, and both ends of the connection rod 71 are respectively screw-coupled with a stopper ring 72. Specifically, two ends of the connecting rod 71 respectively pass through two opposite hanging plates 103, and then are connected with the connecting rod 71 through the limiting rings 72 in a threaded manner, so that the two hanging plates 103 are connected and fixed, and further the two opposite precast slabs 101 are fixed.
Referring to fig. 1 and 3, in order to integrally reinforce the structure of the prefabricated panel 101, the side wall of the prefabricated panel 101 is fixedly provided with a rib 9, and one side of the rib 9 is fixedly connected with the bottom surface of the stay 102. In the present embodiment, the rib 9 is provided in plural, and the plural rib 9 are arranged at intervals along the side wall of the prefabricated panel 101. When two opposite precast slabs 101 are fixed, the connecting rod 71 can simultaneously pass through the plurality of rib plates 9 on the adjacent precast slabs 101, so that the adjacent precast slabs 101 are also fixed, the precast slabs 101 are mutually connected to form a whole, and the connection stability of the plurality of precast slabs 101 is improved.
Referring to fig. 1 and 3, an assembly plate 10 is disposed at one end of the prefabricated plate 101 away from the supporting plate 102, hanging plates 103 are correspondingly and fixedly connected to two sides of the assembly plate 10, the hanging plates 103 are clamped, and the opposite hanging plates 103 are fixedly connected through the connecting assembly 7. The arrangement of the assembly plate 10 can increase the direct contact area between the prefabricated plate 101 and the structural column 3 and improve the stability of the direct connection between the prefabricated plate 101 and the structural column 3.
Referring to fig. 1 and 2, a wedge 11 is provided between the prefabricated panel 101 and the structural column 3, and the side wall of the prefabricated panel 101 abuts against the side wall of the wedge 11. The wedge 11 can improve the friction force of abutting between the precast slab 101 and the structural column 3 in the lifting process of the jack 4, and further improve the stability of connection between the precast slab 101 and the structural column 3.
It should be noted that, the setting of the first prefabrication stage 1 is the same as the setting of the second prefabrication stage 2, and the first prefabrication stage 1 and the second prefabrication stage 2 are mutually symmetrically arranged when being installed, and the structure of the second prefabrication stage 2 is not repeated here.
Referring to fig. 1, 3 and 4, the side wall of the structural frame 8 is provided with a connecting plate 12, the connecting plate 12 is used for limiting the limiting ring 72, and when the connecting plate 12 is connected, the connecting rod 71 can penetrate through the side wall of the structural frame 8 far away from the connecting plate 12 and is in threaded connection with the limiting ring 72, so that two opposite hanging plates 103 are fixed, construction and installation can be facilitated, and the installation position in the frame is adjusted to be outside the frame. Further, the side of the connecting plate 9 facing the structure frame 8 is provided with a limiting part 121 corresponding to the concave surface of the structure frame 8, and the limiting part 121 is used for being matched with the concave surface of the structure frame 8 in a clamping manner, so that the connecting plate 9 can be conveniently installed and positioned.
The implementation principle of the easy-to-detach assembled building jacking device provided by the embodiment of the application is as follows:
during construction, the support plate 5 is fixed on the side wall of the structural column 3, then the precast slab 101 is clamped on the support plate 5, a plurality of precast slabs 101 are fixedly connected through the connecting component 7, finally the assembly plate 10 is installed, the first precast platform 1 and the second precast platform 2 are installed, the jack 4 is installed at the top of the first precast platform 1 to support the second precast platform 2, and the effect of jacking the structural column 3 is achieved.
The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.
Claims (8)
1. The utility model provides a quick detachable assembled building jacking device which characterized in that: including first prefabrication platform (1) and second prefabrication platform (2), first prefabrication platform (1) with second prefabrication platform (2) all are used for fixing the lateral wall at constructional column (3), just first prefabrication platform (1) are located the below of second prefabrication platform (2), jack (4) are installed at the top of first prefabrication platform (1), jack (4) are used for supporting second prefabrication platform (2).
2. The quick-release modular building jacking system as claimed in claim 1, wherein: the prefabricated board (101) of first prefabrication platform (1) is including polylith prefabricated plate (101), prefabricated plate (101) are fixed at structure post (3) lateral wall, and the polylith prefabricated plate (101) are around the week side distribution setting of structure post (3), the one end of prefabricated plate (101) is fixed with fagging (102), fagging (102) with prefabricated plate (101) mutually perpendicular sets up, the both sides of prefabricated plate (101) are all fixed to be provided with link plate (103), adjacent link plate (103) between prefabricated plate (101) are dislocation set, and are adjacent link plate (103) joint cooperation between prefabricated plate (101), link plate (103) department is provided with coupling assembling (7), coupling assembling (7) are used for fixed polylith prefabricated plate (101).
3. The quick-release modular building jacking system as claimed in claim 2, wherein: the connecting assembly (7) comprises a connecting rod (71), and two ends of the connecting rod (71) are respectively connected with limiting rings (72) in a threaded mode.
4. The quick-release modular building jacking system as claimed in claim 2, wherein: the side wall of the precast slab (101) is fixed with rib plates (9).
5. The quick-release modular building jacking system as claimed in claim 2, wherein: the side wall of the structural column (3) is fixedly provided with a support plate (5), the side wall of the precast slab (101) is provided with a clamping groove, and the support plate (5) is matched with the clamping groove in a clamping way.
6. The quick release modular building jacking system of claim 5, wherein: two ends of the support plate (5) are respectively and fixedly connected with a wing plate (6), rivets are arranged on the wing plates (6), and the wing plates (6) are fixedly connected with the structural columns (3) through the rivets.
7. The quick-release modular building jacking system as claimed in claim 2, wherein: one end of the precast slab (101) far away from the supporting slab (102) is provided with an assembly slab (10).
8. The quick-release modular building jacking system as claimed in claim 2, wherein: a wedge block (11) is arranged between the precast slab (101) and the structural column (3), and the side wall of the precast slab (101) is abutted with the side wall of the wedge block (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321929499.5U CN220747255U (en) | 2023-07-20 | 2023-07-20 | Easy-to-detach assembled building jacking device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321929499.5U CN220747255U (en) | 2023-07-20 | 2023-07-20 | Easy-to-detach assembled building jacking device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220747255U true CN220747255U (en) | 2024-04-09 |
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ID=90565843
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321929499.5U Active CN220747255U (en) | 2023-07-20 | 2023-07-20 | Easy-to-detach assembled building jacking device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220747255U (en) |
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2023
- 2023-07-20 CN CN202321929499.5U patent/CN220747255U/en active Active
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