CN218374523U - Building cantilever type damping wall connection structure - Google Patents
Building cantilever type damping wall connection structure Download PDFInfo
- Publication number
- CN218374523U CN218374523U CN202221813098.9U CN202221813098U CN218374523U CN 218374523 U CN218374523 U CN 218374523U CN 202221813098 U CN202221813098 U CN 202221813098U CN 218374523 U CN218374523 U CN 218374523U
- Authority
- CN
- China
- Prior art keywords
- wall
- cantilever
- cantilever wall
- connection structure
- damping wall
- 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
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a building cantilever type damping wall connection structure, include: it is pre-buried respectively at last cantilever wall and two sets of pre-buried subassemblies in the cantilever wall down, pre-buried subassembly includes positioning screw and locating plate, positioning screw's one end with the ligature reinforcement cage of last cantilever wall or the ligature reinforcement cage of cantilever wall is fixed down, positioning screw's the other end extends go up the cantilever wall or cantilever wall down forms an regulation section, seted up the confession on the locating plate the hole that the regulation section passed, it passes correspondingly to adjust the section the hole of locating plate and in the both sides of locating plate are screwed through the nut respectively and are connected, two distance between the locating plate and waiting to install go up the cantilever wall with the highly uniform of damping wall between the cantilever wall down, through the utility model provides a location installation problem of damping wall in the traditional construction, improved installation accuracy and construction quality.
Description
Technical Field
The utility model relates to a construction field especially relates to a building cantilever type damping wall connection structure.
Background
The viscous damping wall is an energy dissipation and shock absorption component with good performance. At present, the method is widely applied to large public buildings, and higher requirements are put forward on the installation precision of the method in the installation process.
Because the construction control precision of the concrete cantilever wall is poor, the concrete pouring is the floating of a steel plate embedded part, and the like, the viscous damping wall can not be accurately installed in the later period, the installation of the viscous damping wall can be carried out after the construction of the upper and lower reinforced concrete cantilever walls is finished, and the central line of the upper and lower cantilever walls and the outer edge of the wall body are required to be aligned before the installation of the viscous damping wall, so that the key is that how to control the distance between the upper and lower cantilever walls and the flatness of the upper and lower surfaces of the upper and lower cantilever walls is particularly important.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome prior art's defect, provide building cantilever type damping wall connection structure, improved the installation accuracy, satisfy the construction requirement.
In order to achieve the above object, the utility model adopts the following technical scheme: building cantilever type damping wall connection structure includes: the embedded assembly comprises a positioning screw and a positioning plate, one end of the positioning screw is fixed with a binding reinforcement cage of the upper cantilever wall or the binding reinforcement cage of the lower cantilever wall, the other end of the positioning screw extends out of the upper cantilever wall or the lower cantilever wall and forms an adjusting section, a hole for the adjusting section to pass is formed in the positioning plate, the adjusting section passes through the corresponding hole of the positioning plate and is connected with the two sides of the positioning plate through nuts in a screwing mode respectively, and the distance between the two positioning plates is consistent with the height of a damping wall to be installed between the upper cantilever wall and the lower cantilever wall.
The utility model discloses building cantilever type damping wall connection structure further improves and lies in, pre-buried subassembly include the interval set up in go up the cantilever wall or a plurality of cantilever wall down positioning screw.
The utility model discloses building cantilever type damping wall connection structure further improves and lies in, one side of locating plate is fixed with be used for the anchor extremely go up cantilever wall or the anchor stabilizer blade of cantilever wall down.
The utility model discloses building cantilever type damping wall connection structure further improves and lies in, the anchor stabilizer blade inserts go up ligature steel reinforcement cage in the cantilever wall, or insert ligature steel reinforcement cage in the cantilever wall down.
The utility model discloses building cantilever type damping wall connection structure further improves and lies in, the opposite side of locating plate is formed with and supplies damping wall welded fixed area territory.
The utility model discloses building cantilever type damping wall connection structure further improves and lies in, one side of locating plate distributes and is fixed with a plurality ofly the anchor stabilizer blade.
Compared with the prior art, the utility model has the advantages of:
1. through setting up pre-buried subassembly, controllably adjust the interval that is used for installing two locating plates of damping wall, the quick installation requirement of matching.
2. The anchoring support leg is arranged on one side of the positioning plate, so that the connection between the positioning plate and the cantilever wall is enhanced.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly described below, and it is obvious that the drawings in the description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained without creative efforts.
Fig. 1 is the utility model discloses building cantilever type damping wall connection structure's pre-buried subassembly sketch map.
Fig. 2 is the damping wall schematic diagram of the cantilever type damping wall connection structure of the utility model.
Fig. 3 is a front view of the connection state of the damping wall of the cantilever-type damping wall connection structure of the present invention.
Fig. 4 is a side view of the connection state of the damping wall of the cantilever type damping wall connection structure of the present invention.
In the figure: 1. an upper cantilever wall; 2. a lower cantilever wall; 3. positioning a screw rod; 4. positioning a plate; 5. an anchoring leg; 6. a damping wall; 7. and (4) oppositely pulling the bolts.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will be readily apparent to those skilled in the art from the disclosure herein. The present invention can also be implemented or applied through other different specific embodiments, and various details in the present specification can be modified or changed based on different viewpoints and applications without departing from the spirit of the present invention.
The present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1 to 4, the cantilever type damping wall connection structure for a building includes: two sets of pre-buried subassemblies of pre-buried in last cantilever wall 2 and lower cantilever wall 2 respectively, this pre-buried subassembly includes positioning screw 3 and locating plate 4, this positioning screw 3's one end is fixed with this ligature reinforcement cage of last cantilever wall 1 or this lower cantilever wall 2's ligature reinforcement cage, this positioning screw 3's the other end extends this and goes up cantilever wall 1 or this lower cantilever wall 2 and form an regulation section, set up the hole that supplies this regulation section to pass on this locating plate 4, this regulation section passes the hole corresponding to locating plate 4 and connects through the nut spiral shell respectively in the both sides of this locating plate 4, distance between two these locating plates 4 and the highly uniform of waiting to install damping wall 6 between this last cantilever wall 1 and this lower cantilever wall 2, through setting up this pre-buried subassembly, the interval of two locating plates 4 that are used for installing this damping wall 6 is adjusted in a controllable way, the installation requirement is matchd fast.
Preferably, the embedded component includes a plurality of positioning screws 3 disposed at intervals on the upper cantilever wall 1 or the lower cantilever wall 2.
Preferably, the other side of the positioning plate 4 is formed with a fixing area for welding the damping wall 6.
Preferably, one side of the positioning plate 4 is fixed with an anchoring support leg 5 for anchoring to the upper cantilever wall 1 or the lower cantilever wall 2, the anchoring support leg 5 is inserted into a binding reinforcement cage in the upper cantilever wall 1 or inserted into a binding reinforcement cage in the lower cantilever wall 2, one side of the positioning plate 4 is distributed and fixed with a plurality of anchoring support legs 5, and the connection between the positioning plate 4 and the cantilever wall is strengthened by arranging the anchoring support leg 5 at one side of the positioning plate 4.
A method for installing a cantilever type damping wall connecting structure of a building comprises the following steps:
in the stage of binding the steel bars of the upper cantilever wall 1 and the lower cantilever wall 2, firstly, a plurality of positioning screws 3 are welded on the upper cantilever wall 1 and the lower cantilever wall 2, so that each positioning screw 3 extends out of the upper cantilever wall 1 or the lower cantilever wall 2 to form an extension section; then, pass this positioning screw 3 and weld this locating plate 4 of this anchor stabilizer blade 5 to set up a nut respectively corresponding to the position of this locating plate 4 both sides on this positioning screw 3, control the height of this locating plate 4 through the nut of rotatory this locating plate 4 both sides, and then realize the adjustment to the interval of two locating plates 4, make this interval adaptation in the height of waiting to install damping wall 6.
At the steel bar formwork closing stage of the upper cantilever wall 1 and the lower cantilever wall 2, the split bolts 7 are respectively arranged between the two side molds of the upper cantilever wall 1 and between the two side molds of the lower cantilever wall 2, and the laser scanner is utilized to measure whether the verticality of the two side molds of the upper cantilever wall 1 and the two side molds of the lower cantilever wall 2 meets the requirement, if not, the split bolts 7 can be finely adjusted through the pass.
At the concrete pouring stage of the upper cantilever wall 1 and the lower cantilever wall 2, the split bolts 7 are cut and removed after pouring and forming, the positioning screws 3 extending out of the positioning plates 4 and the corresponding nuts are cut and removed, and finally the damping wall 6 is precisely hoisted between the upper cantilever wall 1 and the lower cantilever wall 2, so that the upper end and the lower end of the damping wall 6 are respectively in full-welding connection and fixation with the upper positioning plate 4 and the lower positioning plate 4.
It should be noted that the structure, ratio, size and the like shown in the drawings attached to the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any structure modification, ratio relationship change or size adjustment should still fall within the scope that the technical content disclosed in the present invention can cover without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms such as "upper", "lower", "left", "right", "middle" and "one" used in the present specification are used for clarity of description only, and are not used to limit the scope of the present invention, and the relative relationship between the terms may be changed or adjusted without substantial technical changes.
The above description is only a preferred embodiment of the present invention, and the present invention is not limited to the above description, and although the present invention has been disclosed with the preferred embodiment, it is not limited to the present invention, and any skilled person can make modifications or changes equivalent to the equivalent embodiment without departing from the scope of the present invention, but all the technical matters of the present invention are within the scope of the present invention.
Claims (6)
1. A building cantilever type damping wall connection structure, its characterized in that includes: the embedded assembly comprises a positioning screw and a positioning plate, one end of the positioning screw is fixed with a binding reinforcement cage of the upper cantilever wall or the binding reinforcement cage of the lower cantilever wall, the other end of the positioning screw extends out of the upper cantilever wall or the lower cantilever wall and forms an adjusting section, a hole for the adjusting section to pass is formed in the positioning plate, the adjusting section passes through the corresponding hole of the positioning plate and is connected with the two sides of the positioning plate through nuts in a screwing mode respectively, and the distance between the two positioning plates is consistent with the height of a damping wall to be installed between the upper cantilever wall and the lower cantilever wall.
2. The connecting structure of the building cantilever type damping wall of claim 1, wherein the pre-buried assembly comprises a plurality of positioning screws arranged at intervals on the upper cantilever wall or the lower cantilever wall.
3. The construction cantilever type damping wall connection structure of claim 1, wherein an anchoring leg for anchoring to the upper cantilever wall or the lower cantilever wall is fixed to one side of the positioning plate.
4. The construction cantilever-type damping wall connection structure of claim 3, wherein the anchoring legs are inserted into a lashing reinforcement cage in the upper cantilever wall or into a lashing reinforcement cage in the lower cantilever wall.
5. The construction cantilever type damping wall connection structure of claim 3, wherein the positioning plate is formed at the other side thereof with a fixing area for welding the damping wall.
6. The connecting structure of the cantilever-type damping wall for building according to claim 3, wherein a plurality of anchoring legs are distributed and fixed on one side of the positioning plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221813098.9U CN218374523U (en) | 2022-07-13 | 2022-07-13 | Building cantilever type damping wall connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221813098.9U CN218374523U (en) | 2022-07-13 | 2022-07-13 | Building cantilever type damping wall connection structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218374523U true CN218374523U (en) | 2023-01-24 |
Family
ID=84961507
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221813098.9U Active CN218374523U (en) | 2022-07-13 | 2022-07-13 | Building cantilever type damping wall connection structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218374523U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115853272A (en) * | 2023-02-07 | 2023-03-28 | 中国十七冶集团有限公司 | A construction method for viscous damping wall installation |
| CN116427573A (en) * | 2023-05-26 | 2023-07-14 | 北京城建北方集团有限公司 | A construction method for shock-absorbing buildings |
| CN117661743A (en) * | 2023-11-24 | 2024-03-08 | 中建八局第三建设有限公司 | A construction and installation method for double-plate viscous damping walls in reinforced concrete floors |
-
2022
- 2022-07-13 CN CN202221813098.9U patent/CN218374523U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115853272A (en) * | 2023-02-07 | 2023-03-28 | 中国十七冶集团有限公司 | A construction method for viscous damping wall installation |
| CN116427573A (en) * | 2023-05-26 | 2023-07-14 | 北京城建北方集团有限公司 | A construction method for shock-absorbing buildings |
| CN117661743A (en) * | 2023-11-24 | 2024-03-08 | 中建八局第三建设有限公司 | A construction and installation method for double-plate viscous damping walls in reinforced concrete floors |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113356582B (en) | Mould for pouring steel beam concrete-wrapped outside and construction method | |
| CN217949771U (en) | Aluminum alloy template K board reinforcing apparatus | |
| CN112575907A (en) | Dry type connecting piece of prefabricated member and connecting joint of prefabricated member | |
| CN214658863U (en) | Long inclined plane fair-faced concrete formwork support system with inclination angle larger than 45 degrees | |
| CN215630682U (en) | Dry type connecting piece of prefabricated member and connecting joint of prefabricated member | |
| JP3232365U (en) | Temporary binding and verticality fine adjustment equipment for the pivot buckle tower | |
| CN222796726U (en) | Post-cast strip does not have support system formwork construction device | |
| CN219137414U (en) | Pier-holding type supporting structure of large cantilever bent cap | |
| CN208545886U (en) | Precast shear wall longitudinal reinforcement adjusts positioning device | |
| CN216866048U (en) | Steel structure column guiding and positioning structure | |
| CN117822455A (en) | A method and device for installing and reinforcing inner mold of a high-inclination tower | |
| CN117341028A (en) | A bias type prefabricated box beam end formwork adjustment device and construction method | |
| CN223163779U (en) | Connecting fastener of I-steel frame | |
| CN211948919U (en) | A positioning device for embedded parts fixed to a space structure support | |
| CN223562533U (en) | Positioning device for installing embedded screw | |
| CN222183042U (en) | A support for the construction of a steel shell concrete composite pier top structure | |
| CN224106921U (en) | Adjustable positioning device at the base of reinforced concrete wall and column | |
| CN218492260U (en) | Variable cross section hangs and waters 0 # block fixed bolster of roof beam | |
| CN222140765U (en) | Precast shear wall reinforcing bar positioner | |
| CN206337652U (en) | Swallow-tail form beam-to-column connection part | |
| CN219060956U (en) | Be used for pre-buried accurate positioning fixture of railway mound top contact net | |
| CN221029459U (en) | Adjustable shaping template for concrete pavement construction | |
| CN223593172U (en) | Cast-in-place concrete ground flatness template structure | |
| CN222253206U (en) | Be used for urban road street lamp basis built-in fitting construction auxiliary positioning device | |
| CN113006401B (en) | Connecting structure and mounting method for light wall and main body structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |