CN215054254U - Elevation adjusting device for longitudinal rib superposed shear wall - Google Patents
Elevation adjusting device for longitudinal rib superposed shear wall Download PDFInfo
- Publication number
- CN215054254U CN215054254U CN202023286565.0U CN202023286565U CN215054254U CN 215054254 U CN215054254 U CN 215054254U CN 202023286565 U CN202023286565 U CN 202023286565U CN 215054254 U CN215054254 U CN 215054254U
- Authority
- CN
- China
- Prior art keywords
- plate
- shear wall
- longitudinal rib
- superposed shear
- screw rod
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
An elevation adjusting device of a longitudinal rib superposed shear wall is arranged between a floor slab and a longitudinal rib superposed shear wall plate; adjusting bolts are arranged at intervals at the tops of the longitudinal rib superposed shear wall plates; a base plate is arranged at the bottom of the longitudinal rib superposed shear wall plate and at the position corresponding to the adjusting bolt; the elevation adjusting device comprises a top adjusting piece, a bottom adjusting piece and a connecting sleeve; the bottom adjusting part is adjustably connected to the bottom of the connecting sleeve and comprises a bottom plate and a lower screw rod; the bottom plate is provided with a first hole and is connected with the floor slab; the bottom end of the lower screw rod is connected in the middle of the bottom plate, and the upper part of the lower screw rod is connected in the connecting sleeve; the top adjusting part is adjustably connected to the top of the connecting sleeve and comprises a top plate and an upper screw rod; the top plate is provided with a second hole and is connected with the longitudinal rib superposed shear wall plate; the top end of the upper screw rod is connected to the middle of the bottom plate, and the upper part of the upper screw rod is connected to the connecting sleeve. The utility model provides a traditional longitudinal rib superimposed shear wall can't wholly fast with stable installation and adjust the technical problem that the operation is wasted time and energy.
Description
Technical Field
The utility model belongs to building structure engineering field, especially a vertical rib superimposed shear wall's elevation adjusting device.
Background
The assembly type building is formed by assembling prefabricated parts produced by factories on a construction site, and has the advantages of saving resources and energy, reducing construction pollution, improving labor production efficiency and quality safety level, promoting deep integration of building industry and information-based industrialization, cultivating new kinetic energy of new industry, promoting surplus capacity of solution, and the like.
The longitudinal rib superposed shear wall structure is a longitudinal rib hollow wall plate with a cavity, which is composed of concrete plates on two sides and longitudinal ribs connecting the concrete plates on the two sides. After the longitudinal rib hollow wall board is in place, concrete is poured in the cavity, and the post-poured concrete and the prefabricated part form a structural form which integrally and jointly bears load through construction measures. In the installation of the prefabricated longitudinal rib superposed wall panel, two base plates arranged at the bottom of the wall panel and leveling bolts arranged at the top of a lower wall body are usually used as elevation and levelness adjusting devices, but for a prefabricated wall body with larger plane size, under the condition of arranging the two adjusting devices, the lower parts of a part of wall panels (especially outer wall panels with L-shaped corners) are not effectively supported by fulcrums, and the integral rapidness and stability in the installation of the wall body cannot be met in the elevation and levelness adjusting process; in addition, the two-position adjusting device is also used for adjusting the prefabricated wall panel with larger size and weight by workers, so that the operation is laborious.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a indulge elevation adjusting device of rib superimposed shear wall solves the unable whole quick and stable installation of traditional rib superimposed shear wall and adjusts the technical problem that the operation is wasted time and energy.
In order to achieve the above purpose, the utility model adopts the following technical scheme.
An elevation adjusting device of a longitudinal rib superposed shear wall is arranged between a floor slab and a longitudinal rib superposed shear wall plate; adjusting bolts are arranged at intervals at the top of the longitudinal rib superposed shear wall plate, and the upper ends of the adjusting bolts exceed the top surface of the longitudinal rib superposed shear wall plate; a base plate is arranged at the bottom of the longitudinal rib superposed shear wall plate and at the position corresponding to the adjusting bolt; the elevation adjusting device comprises a top adjusting piece, a bottom adjusting piece and a connecting sleeve; the bottom adjusting part is adjustably connected to the bottom of the connecting sleeve and comprises a bottom plate and a lower screw rod; first holes are formed in the plate surface of the bottom plate at intervals along the peripheral edge of the bottom plate, and the bottom plate is connected with the floor slab; the bottom end of the lower screw rod is fixedly connected to the middle of the plate surface of the bottom plate, and the upper part of the lower screw rod is in threaded connection with the connecting sleeve; the top adjusting part is adjustably connected to the top of the connecting sleeve and comprises a top plate and an upper screw rod; second holes are formed in the plate surface of the top plate at intervals along the peripheral edge of the top plate, and the top plate is connected with the longitudinal rib superposed shear wall plate; the top end of the upper screw rod is fixedly connected to the middle of the surface of the bottom plate, and the upper portion of the upper screw rod is in threaded connection with the connecting sleeve.
Preferably, there are four first holes, set up around the face of bottom plate to every first hole all is the rectangle.
Preferably, the second hole has four, sets up around the face of roof to every second hole all is the rectangle.
Preferably, the height of the upper end of the adjusting bolt exceeding the top surface of the longitudinal rib superposed shear wall panel is 220 mm-230 mm.
Preferably, the length of the connecting sleeve is 40 mm-60 mm; the length of the lower screw rod is 20 mm-30 mm; the length of the upper screw rod is 20 mm-30 mm.
Preferably, the longitudinal rib superposed shear wall plate is L-shaped, and cavities are arranged inside the longitudinal rib superposed shear wall plate at intervals along the long axial direction; the cavity is arranged along the vertical through length, and cast-in-place concrete is filled in the cavity.
Compared with the prior art, the utility model has the following characteristics and beneficial effect.
1. The utility model discloses in the installation of vertical rib superimposed shear wall, adjusting bolt and steel backing plate can provide effectual strong point, guarantee wall stability and whole stress state stability, through the regulation of last screw rod and lower screw rod, realize the upper and lower regulation of roof, can provide comparatively laborsaving device for the operation workman and assist and carry out wall body elevation and levelness and adjust, improve wallboard installation work efficiency.
2. The utility model discloses an elevation adjusting device simple structure, when the length of indulging rib coincide shear wall is great, the supplementary rib coincide shear wall original adjusting bolt and backing plate carry out the elevation regulation on the wall, have solved traditional method and have adjusted the technical problem that the operation wastes time and energy, have realized the whole quick and stable installation of indulging rib coincide shear wall.
3. The utility model discloses an elevation adjusting device is through the setting of first hole and second hole, when having ensured concrete placement between the gap of vertical rib coincide shear force wallboard and floor, the concrete fully combines with vertical rib coincide shear force wallboard, guarantee structural stability.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic view of the connection structure of the middle connection sleeve, the top adjustment member and the bottom adjustment member of the present invention.
Fig. 2 is a schematic structural view of the elevation adjustment device of the present invention.
Fig. 3 is the utility model discloses an elevation adjusting device sets up the schematic structure between floor and longitudinal rib coincide shear force wallboard.
Fig. 4 is a schematic structural view of the middle longitudinal rib superimposed shear wall panel of the present invention with an adjusting bolt and a backing plate.
Reference numerals: 1-floor slab, 2-longitudinal rib superposed shear wallboard, 3-adjusting bolt, 4-backing plate, 5-top adjusting piece, 5.1-top plate, 5.2-upper screw, 6-bottom adjusting piece, 6.1-bottom plate, 6.2-lower screw, 7-connecting sleeve, 8-first hole, 9-second hole, 10-cavity, 11-door hole and 12-window hole.
Detailed Description
As shown in fig. 1 to 4, the elevation adjusting device for the longitudinal rib superposed shear wall is arranged between a floor slab 1 and a longitudinal rib superposed shear wall plate 2; adjusting bolts 3 are arranged at intervals at the top of the longitudinal rib superposed shear wall plate 2, and the upper ends of the adjusting bolts 3 exceed the top surface of the longitudinal rib superposed shear wall plate 2; a base plate 4 is arranged at the bottom of the longitudinal rib superposed shear wall plate 2 and at the position corresponding to the adjusting bolt 3; the elevation adjusting device comprises a top adjusting piece 5, a bottom adjusting piece 6 and a connecting sleeve 7; the bottom adjusting part 6 is adjustably connected to the bottom of the connecting sleeve 7 and comprises a bottom plate 6.1 and a lower screw rod 6.2; first holes 8 are formed in the plate surface of the bottom plate 6.1 at intervals along the peripheral edge of the bottom plate 6.1, and the bottom plate 6.1 is connected with the floor slab 1; the bottom end of the lower screw rod 6.2 is fixedly connected to the middle of the plate surface of the bottom plate 6.1, and the upper part of the lower screw rod 6.2 is in threaded connection with the connecting sleeve 7; the top adjusting part 5 is adjustably connected to the top of the connecting sleeve 7 and comprises a top plate 5.1 and an upper screw 5.2; second holes 9 are formed in the plate surface of the top plate 5.1 at intervals along the peripheral edge of the top plate 5.1, and the top plate 5.1 is connected with the longitudinal rib superposed shear wall plate 2; the top end of the upper screw rod 5.2 is fixedly connected to the middle of the surface of the bottom plate 6.1, and the upper part of the upper screw rod 5.2 is in threaded connection with the connecting sleeve 7.
In this embodiment, there are four first holes 8, which are disposed around the surface of the bottom plate 6.1, and each first hole 8 is rectangular.
In this embodiment, there are four second holes 9 disposed around the top plate 5.1, and each second hole 9 is rectangular.
In the embodiment, the height of the upper end of the adjusting bolt 3 exceeding the top surface of the longitudinal rib superposed shear wall plate 2 is 220 mm-230 mm.
In the embodiment, the length of the connecting sleeve 7 is 40 mm-60 mm; the length of the lower screw 6.2 is 20 mm-30 mm; the length of the upper screw 5.2 is 20 mm-30 mm.
In the embodiment, the longitudinal rib superposed shear wall plate 2 is L-shaped, and cavities 10 are arranged inside the longitudinal rib superposed shear wall plate 2 at intervals along the long axial direction; the cavity 10 is arranged along the vertical through length, and cast-in-place concrete is filled in the cavity 10.
In this embodiment, the longitudinal rib overlapping shear wall panel 2 is provided with a door opening 11 and a window opening 12.
In the embodiment, after the longitudinal rib superposed shear wall plate 2 is installed, pouring construction of the floor slab 1 at the top of the longitudinal rib superposed shear wall plate 2 is performed, and then the longitudinal rib superposed shear wall plate 2 at the upper layer is installed; the elevation adjusting device in this embodiment is disposed between the floor slab 1 and the longitudinal rib superposed shear wall panel 2, and is used for adjusting the elevation and levelness of the longitudinal rib superposed shear wall panel 2 by the auxiliary backing plate 4 and the adjusting bolt 3.
In this embodiment, the top plate 5.1 is welded to the upper screw 5.2, and the bottom plate 6.1 is welded to the lower screw 6.2.
In this embodiment, through the arrangement of the first holes 8 and the second holes 9, when concrete is poured between the gaps between the longitudinal rib superposed shear wall plates 2 and the floor slab 1, the concrete and the longitudinal rib superposed shear wall plates 2 are sufficiently combined, and the structural stability is guaranteed.
In this embodiment, the inner wall of the connecting sleeve 7 is provided with an internal thread.
In this embodiment, the threads of the upper screw 5.2 and the threads of the lower screw 6.2 are respectively consistent with the upper and lower thread directions of the connecting sleeve 7, and the adjustment in the vertical direction between the upper screw 5.2 and the top plate 5.1 and the adjustment in the vertical direction between the lower screw 6.2 and the bottom plate 6.1 are realized by operating the connecting sleeve 7 in the left-right direction, so that the elevation and the levelness of the longitudinal rib superposed shear wall plate 2 are adjusted.
The above embodiments are not exhaustive of the specific embodiments, and other embodiments are possible, and the above embodiments are intended to illustrate, but not limit the scope of the present invention, and all applications coming from the simple changes of the present invention fall within the scope of the present invention.
Claims (6)
1. An elevation adjusting device of a longitudinal rib superposed shear wall is arranged between a floor slab (1) and a longitudinal rib superposed shear wall plate (2); the method is characterized in that: adjusting bolts (3) are arranged at intervals at the top of the longitudinal rib superposed shear wall plate (2), and the upper ends of the adjusting bolts (3) exceed the top surface of the longitudinal rib superposed shear wall plate (2); a base plate (4) is arranged at the bottom of the longitudinal rib superposed shear wall plate (2) and at the position corresponding to the adjusting bolt (3); the elevation adjusting device comprises a top adjusting piece (5), a bottom adjusting piece (6) and a connecting sleeve (7); the bottom adjusting piece (6) is adjustably connected to the bottom of the connecting sleeve (7) and comprises a bottom plate (6.1) and a lower screw rod (6.2); first holes (8) are formed in the plate surface of the bottom plate (6.1) at intervals along the peripheral edge of the bottom plate (6.1), and the bottom plate (6.1) is connected with the floor slab (1); the bottom end of the lower screw rod (6.2) is fixedly connected to the middle of the surface of the bottom plate (6.1), and the upper part of the lower screw rod (6.2) is in threaded connection with the connecting sleeve (7); the top adjusting piece (5) is adjustably connected to the top of the connecting sleeve (7) and comprises a top plate (5.1) and an upper screw rod (5.2); second holes (9) are formed in the plate surface of the top plate (5.1) at intervals along the peripheral edge of the top plate (5.1), and the top plate (5.1) is connected with the longitudinal rib superposed shear wall plate (2); the top end of the upper screw rod (5.2) is fixedly connected to the middle of the surface of the bottom plate (6.1), and the upper part of the upper screw rod (5.2) is in threaded connection with the connecting sleeve (7).
2. The elevation adjustment device for a longitudinal rib superposed shear wall according to claim 1, wherein: first hole (8) have four, set up around the face of bottom plate (6.1) to every first hole (8) all are the rectangle.
3. The elevation adjustment device for a longitudinal rib superposed shear wall according to claim 1, wherein: the number of the second holes (9) is four, the second holes are formed in the periphery of the plate surface of the top plate (5.1), and each second hole (9) is rectangular.
4. The elevation adjustment device for a longitudinal rib superposed shear wall according to claim 1, wherein: the height of the upper end of the adjusting bolt (3) exceeding the top surface of the longitudinal rib superposition shear wall plate (2) is 220 mm-230 mm.
5. The elevation adjustment device for a longitudinal rib superposed shear wall according to claim 1, wherein: the length of the connecting sleeve (7) is 40-60 mm; the length of the lower screw (6.2) is 20-30 mm; the length of the upper screw (5.2) is 20 mm-30 mm.
6. The elevation adjustment device for a longitudinal rib superposed shear wall according to claim 1, wherein: the longitudinal rib superposed shear wall plate (2) is L-shaped, and cavities (10) are arranged inside the longitudinal rib superposed shear wall plate (2) at intervals along the long axial direction; the cavity (10) is arranged along the vertical through length, and cast-in-place concrete is filled in the cavity (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023286565.0U CN215054254U (en) | 2020-12-30 | 2020-12-30 | Elevation adjusting device for longitudinal rib superposed shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023286565.0U CN215054254U (en) | 2020-12-30 | 2020-12-30 | Elevation adjusting device for longitudinal rib superposed shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215054254U true CN215054254U (en) | 2021-12-07 |
Family
ID=79223629
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023286565.0U Active CN215054254U (en) | 2020-12-30 | 2020-12-30 | Elevation adjusting device for longitudinal rib superposed shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215054254U (en) |
-
2020
- 2020-12-30 CN CN202023286565.0U patent/CN215054254U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101225917B (en) | Vertical locating connection construction for novel sill anchor | |
| CN103031892B (en) | Steel truss brace and manufacturing method for steel truss platform | |
| CN207919737U (en) | A kind of assembled steel-Combined concrete frame structure | |
| CN214613475U (en) | Formwork for road construction and mold for road construction | |
| CN215054254U (en) | Elevation adjusting device for longitudinal rib superposed shear wall | |
| CN206267443U (en) | A kind of prefabrication and assembly construction concrete structure stair | |
| CN112695896A (en) | Precast concrete beam-plate connecting structure and mounting method | |
| CN115075613B (en) | Assembled building supporting system and construction method thereof | |
| CN102251536B (en) | Vertical positioning connecting structure of base frame of tower mast type mechanical equipment | |
| CN210975868U (en) | Narrow foundation tower steel construction basis with adjustable root is opened | |
| CN113737966A (en) | Assembled RCS lotus root beam column connecting node and application thereof | |
| CN203498852U (en) | Vertical connecting structure of tower crane chassis and foundation | |
| CN112267569A (en) | Connecting joint of steel column top and profiled steel plate concrete composite slab and construction method | |
| CN208815979U (en) | A kind of wall anti-side energy-consuming device that the corrugated steel for modular architectural is reinforced | |
| CN209779949U (en) | Prefabricated assembled profiled steel sheet concrete shear force wall | |
| CN203008232U (en) | Steel truss strut | |
| CN215166572U (en) | Connecting joint of steel column top and profiled steel plate concrete composite board | |
| CN217573335U (en) | Device for setting and adjusting transverse slope at bottom of precast beam | |
| CN104234072A (en) | Transitional connecting structure of fixed tower crane and foundation | |
| CN202039380U (en) | Vertical connecting and positioning structure for chassis beam and concrete foundation of tower mast type mechanical equipment | |
| CN213390699U (en) | Connecting structure of prefabricated wallboard and steel frame column | |
| CN216340131U (en) | Assembled RCS lotus root beam column connected node and assembled RCS lotus root post | |
| CN214005716U (en) | Assembled independent foundation formwork | |
| CN213741606U (en) | Assembled building frame construction | |
| CN215948494U (en) | Precast concrete beam-plate connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |