CN212024610U - Full PC tower crane of outer wall attaches wall - Google Patents
Full PC tower crane of outer wall attaches wall Download PDFInfo
- Publication number
- CN212024610U CN212024610U CN202020092351.0U CN202020092351U CN212024610U CN 212024610 U CN212024610 U CN 212024610U CN 202020092351 U CN202020092351 U CN 202020092351U CN 212024610 U CN212024610 U CN 212024610U
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- China
- Prior art keywords
- wall
- steel sheet
- tower crane
- anchor
- ears
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Abstract
The utility model discloses a full PC tower crane of outer wall attaches wall, attach pole including the tower crane, attach wall anchor node and ears seat, attach wall anchor node and include horizontal steel sheet and the vertical steel sheet of being connected with horizontal steel sheet is perpendicular, horizontal steel sheet is laid on the prefabricated plate, vertical steel sheet adopts the drawknot bolt fastening with cast-in-place shear force wall, ears seat includes the rectangle steel sheet of welding on horizontal steel sheet perpendicularly, weld perpendicularly two ears boards on the rectangle steel sheet, parallel arrangement has the rectangle gusset about two ears boards and between the two, the welding has the triangle-shaped gusset between rectangle steel sheet and the horizontal steel sheet, two ears boards are connected with the anchor bolt, the pole is attached to the tower crane tip is equipped with the anchor and connects, the anchor connects and is connected with the anchor bolt. The utility model discloses a technical scheme, attach wall anchor node with high strength bolt anchor on cast-in-place shear force wall, reach and adhere to the effect, guarantee the tower crane and attach wall stability, avoided attaching the tower crane to the wall and attached to the potential safety hazard that causes on PC.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to a tower crane attaches wall for full PC of outer wall among the assembly type structure.
Background
The tower crane is the most common construction machinery in building construction projects, and in high-rise buildings, the tower crane needs to be attached to the structure in order to ensure the stability of the tower crane. In fabricated buildings, however, the tower crane attachment wall is not allowed to attach to the PC member.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a full PC tower crane of outer wall attaches the wall is provided exactly, can not only solve the tower crane and attach the potential safety hazard that the wall exists at the full PC of outer wall structurally, can guarantee the tower crane in addition and attach the stability of wall.
In order to solve the technical problem, the utility model adopts the following technical scheme: the utility model provides a full PC tower crane of outer wall attaches wall, attaches the pole, attaches wall anchor node and ears seat including the tower crane, attach wall anchor node and include horizontal steel sheet and the vertical steel sheet of being connected perpendicularly with horizontal steel sheet, horizontal steel sheet lays on the prefabricated plate, vertical steel sheet adopts the drawknot bolt fastening with cast-in-place shear force wall, ears seat is including welding the rectangle steel sheet on horizontal steel sheet perpendicularly, welding two ears boards on the rectangle steel sheet perpendicularly, and parallel arrangement has the rectangle gusset about two ears boards and between the two, the welding has the triangle-shaped gusset between rectangle steel sheet and the horizontal steel sheet, and two ears boards are connected with the anchor bolt, the pole is attached to the tower crane tip is equipped with the anchor and connects, the anchor connects and anchor bolted connection.
Preferably, the horizontal steel plate and the vertical steel plate are welded into a whole, and the diagonal bracing square steel pipe is welded between the horizontal steel plate and the vertical steel plate.
Preferably, a triangular rib plate is welded between the double-lug plate and the rectangular steel plate.
Preferably, the tower crane attachment rod comprises two channel steels with opposite openings and a plurality of connecting steel plates distributed at intervals along the length direction, and the connecting steel plates are welded with the two channel steels.
Preferably, the anchoring joint comprises a rectangular steel plate welded with the end part of the channel steel, two arc-shaped steel plates vertically welded with the rectangular steel plate, and a reinforced steel plate connecting the arc-shaped steel plates and the rectangular steel plate.
The utility model discloses a technical scheme, tower crane adhere to pole and ears seat and utilize anchor bolt to connect, ears seat vertical welding on attaching wall anchor node, attaches wall anchor node with the high strength bolt anchor on cast-in-place shear force wall, reaches and adheres to the effect, guarantees the tower crane and attaches wall stability, has avoided attaching the tower crane to the wall potential safety hazard that causes on PC.
The specific technical solution and the advantages of the present invention will be described in detail in the following detailed description with reference to the accompanying drawings.
Drawings
The invention will be further described with reference to the accompanying drawings and specific embodiments:
FIG. 1 is an axonometric view of the external wall full PC tower crane of the utility model attached to the wall;
FIG. 2 is an axonometric view of anchoring nodes of the external wall full PC tower crane attaching wall of the utility model;
FIG. 3 is an axonometric view of anchoring nodes of the external wall full PC tower crane attaching wall of the utility model;
FIG. 4 is the utility model relates to an anchor node top view of outer wall full PC tower crane attaches wall.
In the figure: 1. the prefabricated concrete structure comprises a prefabricated outer wall, 2 parts of a cast-in-place shear wall, 3 parts of prefabricated plates, 4 parts of a prefabricated balcony, 5 parts of tower crane attachment rods, 6 parts of double lug seats, 7 parts of attached wall anchoring nodes, 61 parts of triangular rib plates, 62 parts of rectangular steel plates, 63 parts of rectangular rib plates, 64 parts of anchoring bolts, 65 parts of triangular rib plates, 66 parts of double lug plates, 71 parts of rectangular steel plates, 72 parts of square steel pipes and 73 parts of tie bolts.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It will be appreciated by those skilled in the art that features from the examples and embodiments described below may be combined with each other without conflict.
When the building outer wall adopts full PC, need attach the tower crane wall to be attached to on the cast-in-place shear force wall in inside to satisfy the installation requirement of tower crane. The completed building structure includes, as shown in fig. 1, a prefabricated exterior wall 1, a cast-in-place shear wall 2, prefabricated panels 3, and a prefabricated balcony 4.
Referring to fig. 1 to 4, an outer wall full PC tower crane attachment wall comprises a tower crane attachment rod 5, an attachment wall anchoring node 7 and a double lug seat 6, the wall-attached anchoring node 7 comprises a horizontal steel plate and a vertical steel plate vertically connected with the horizontal steel plate, wherein the horizontal steel plate and the vertical steel plate are rectangular steel plates 71, the horizontal steel plate is laid on the precast slab 3, the vertical steel plate and the cast-in-situ shear wall 2 are fixed by the tie bolts 73, the double-lug seat 6 comprises a rectangular steel plate 62 vertically welded on a horizontal steel plate and two double-lug plates 66 vertically welded on the rectangular steel plate, the two double-lug plates are arranged in parallel up and down, a rectangular rib plate 63 is welded between the two double-lug plates, a triangular rib plate 61 is welded between the rectangular steel plate and the horizontal steel plate, the two double lug plates are connected with an anchoring bolt 64, the end of the tower crane attachment rod is provided with an anchoring joint, and the anchoring joint is connected with an anchoring bolt.
Wherein, prefabricated outer wall 1 is seted up with the window of prefabricated balcony 4 intercommunication, and tower crane adheres to pole 5 and passes through the window. The horizontal steel plate and the vertical steel plate are welded into a whole, and the inclined strut square steel pipe 72 is welded between the horizontal steel plate and the vertical steel plate to enhance the structural strength of connection.
Further, a triangular rib plate 65 is welded between the double lug plate 66 and the rectangular steel plate 62.
In this embodiment, tower crane adheres to pole includes two relative channel-section steels of opening and along a plurality of steel sheets of connection of length direction interval distribution, steel sheet and two channel-section steels welding. The anchoring joint comprises a rectangular steel plate welded with the end part of the channel steel, two arc-shaped steel plates vertically welded with the rectangular steel plate, and a reinforced steel plate for connecting the arc-shaped steel plates and the rectangular steel plate.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and those skilled in the art should understand that the present invention includes but is not limited to the contents described in the above specific embodiments. Any modification which does not depart from the functional and structural principles of the present invention is intended to be included within the scope of the claims.
Claims (5)
1. The utility model provides an outer wall full PC tower crane attaches wall which characterized in that: attach pole, attach wall anchor node and ears seat including the tower crane, attach wall anchor node include horizontal steel sheet and the vertical steel sheet of being connected perpendicularly with horizontal steel sheet, horizontal steel sheet is laid on the prefabricated plate, vertical steel sheet adopts the drawknot bolt fastening with cast-in-place shear force wall, ears seat includes the rectangle steel sheet of welding perpendicularly on horizontal steel sheet, welds two ears boards on the rectangle steel sheet perpendicularly, and parallel arrangement has the rectangle gusset about two ears boards and welding between the two, the welding has the triangle-shaped gusset between rectangle steel sheet and the horizontal steel sheet, and two ears boards are connected with the anchor bolt, the tip that the pole was attached to the tower crane is equipped with the anchor and connects, the anchor connects and anchor bolted connection.
2. The outer wall full PC tower crane attaches wall of claim 1, its characterized in that: the horizontal steel plate and the vertical steel plate are welded into a whole, and an inclined strut square steel pipe is welded between the horizontal steel plate and the vertical steel plate.
3. The outer wall full PC tower crane attaches wall of claim 1, its characterized in that: and a triangular rib plate is welded between the double lug plates and the rectangular steel plate.
4. The outer wall full PC tower crane attaches wall of claim 1, its characterized in that: the tower crane attachment rod comprises two channel steels with opposite openings and a plurality of connecting steel plates distributed at intervals along the length direction, and the connecting steel plates are welded with the two channel steels.
5. The outer wall full PC tower crane attaches wall of claim 4, its characterized in that: the anchoring joint comprises a rectangular steel plate welded with the end part of the channel steel, two arc-shaped steel plates vertically welded with the rectangular steel plate, and a reinforced steel plate for connecting the arc-shaped steel plates and the rectangular steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020092351.0U CN212024610U (en) | 2020-01-16 | 2020-01-16 | Full PC tower crane of outer wall attaches wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020092351.0U CN212024610U (en) | 2020-01-16 | 2020-01-16 | Full PC tower crane of outer wall attaches wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212024610U true CN212024610U (en) | 2020-11-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020092351.0U Expired - Fee Related CN212024610U (en) | 2020-01-16 | 2020-01-16 | Full PC tower crane of outer wall attaches wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212024610U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112723188A (en) * | 2020-12-25 | 2021-04-30 | 上海宝冶集团有限公司 | Tower crane wall attaching method |
-
2020
- 2020-01-16 CN CN202020092351.0U patent/CN212024610U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112723188A (en) * | 2020-12-25 | 2021-04-30 | 上海宝冶集团有限公司 | Tower crane wall attaching method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201127 Termination date: 20220116 |