CN215054500U - Autoclaved aerated concrete plate for prefabricated anchoring part - Google Patents
Autoclaved aerated concrete plate for prefabricated anchoring part Download PDFInfo
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- CN215054500U CN215054500U CN202121805880.1U CN202121805880U CN215054500U CN 215054500 U CN215054500 U CN 215054500U CN 202121805880 U CN202121805880 U CN 202121805880U CN 215054500 U CN215054500 U CN 215054500U
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- anchoring
- long nut
- aerated concrete
- steel plate
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Abstract
The utility model discloses a prefabricated anchoring member evaporate and press aerated concrete panel, including evaporating aerated concrete panel body and reinforcing bar cylinder mould, the reinforcing bar cylinder mould is established inside evaporating aerated concrete panel body, evaporate and press aerated concrete panel this internal anchoring member that still is equipped with, anchoring member includes a long nut silk section of thick bamboo and anchor steel sheet, anchor steel sheet fixed mounting is on the reinforcing bar cylinder mould, the one end fixed mounting of a long nut silk section of thick bamboo is on the anchor steel sheet, and long nut silk section of thick bamboo length direction is perpendicular with the anchor steel sheet, and the other end of a long nut silk section of thick bamboo is equipped with the internal thread, the one end that is equipped with internal thread of a long nut silk section of thick bamboo is equipped with the head, head and long nut silk section of thick bamboo threaded connection. The anchoring part is prefabricated when the plate leaves the factory, so that the problems of low punching precision, plate damage and the like caused by field punching are avoided, and the field construction efficiency is improved without punching; compared with the concentrated stress of the field punching, the device has higher stress safety.
Description
Technical Field
The utility model relates to a building structure technical field especially relates to a prefabricated anchor assembly evaporate and press aerated concrete panel.
Background
The autoclaved aerated concrete slab is a novel light porous green environment-friendly building material which takes cement, lime, silica sand and the like as main raw materials and is added with different quantities of steel bar meshes subjected to corrosion protection treatment according to the structural requirements. The autoclaved aerated concrete slab with porous crystals is produced through high-temperature high-pressure steam curing and reaction, has the density lower than that of common cement materials, has excellent performance of fire resistance, fire prevention, sound insulation, heat preservation and the like, and is widely applied to the building industry.
At present, the method of installing the anchoring parts by punching on site is mainly adopted for installing the autoclaved aerated concrete slab, punching on the site needs to punch holes on the side part and the face part of the slab, enabling hole sites on the side part to be vertically intersected with hole sites on the face part, and then inserting anchoring parts such as steel pipes, steel bars and the like into corresponding hole sites for anchoring. Punching holes on the side part and the face part of the plate and enabling the hole positions to be intersected have extremely high requirements on punching levels of operators, the construction precision cannot be ensured due to uneven levels of the operators, the structure of the plate is damaged by on-site punching, the plate is influenced by the operation levels of the operators, more damage can be caused to the plate, and the safety of a building is threatened; anchoring parts such as steel pipes and steel bars are used for anchoring on site, loads are borne by the anchoring parts inserted into anchoring hole positions, tensile and shearing resistance of the anchoring parts mainly comes from the strength of the plate, and therefore the quality problem of the plate is tested very much.
SUMMERY OF THE UTILITY MODEL
The utility model provides a prefabricated anchor assembly evaporate and press aerated concrete panel to solve current evaporate and press aerated concrete panel construction precision can't guarantee, have the installation to damage, atress too concentrate influence finished product quality scheduling problem.
In order to solve the technical problem, the utility model provides a technical scheme does:
the utility model relates to a prefabricated anchoring member evaporate and press aerated concrete panel, including evaporating aerated concrete panel body and reinforcing bar cylinder mould, the reinforcing bar cylinder mould is established inside evaporating aerated concrete panel body, evaporate and press aerated concrete panel this internal anchoring member that still is equipped with, anchoring member include a long nut silk section of thick bamboo and anchor steel sheet, anchor steel sheet fixed mounting on the reinforcing bar cylinder mould, the one end fixed mounting of a long nut silk section of thick bamboo on the anchor steel sheet, long nut silk section of thick bamboo length direction is perpendicular with the anchor steel sheet, the other end of a long nut silk section of thick bamboo is equipped with the internal thread, the one end that is equipped with internal thread of a long nut silk section of thick bamboo be equipped with the head, head and long nut silk section of thick bamboo threaded connection.
Preferably, the seal head is provided with a positioning rib, and the end face of the positioning rib is flush with the surface of the autoclaved aerated concrete plate body.
Preferably, the anchoring part further comprises an anchoring ring, the height of the anchoring ring is gradually reduced from the middle to the periphery, the periphery of the anchoring ring is fixedly installed on the anchoring steel plate, one end of the long nut screw tube penetrates through the anchoring ring, a circular step is arranged at one end of the long nut screw tube penetrating through the anchoring ring, and the diameter of the circular step is larger than that of the central hole of the anchoring ring.
Preferably, the anchoring part further comprises an anchoring ring, the height of the anchoring ring is gradually reduced from the middle to the periphery, the periphery of the anchoring ring is fixedly installed on the anchoring steel plate, holes are formed in the anchoring steel plate, the long nut screw tube penetrates through the anchoring ring and the holes in the anchoring steel plate, a circular step is arranged at the bottom end of the long nut screw tube, and the diameter of the circular step is larger than that of the holes in the anchoring steel plate.
Preferably, the anchoring steel plate is provided with a hole, the long nut screw tube penetrates through the hole, the bottom end of the long nut screw tube is provided with a circular step, and the diameter of the circular step is larger than that of the hole in the anchoring steel plate.
Preferably, the anchoring steel plate is provided with a corrugated part for reinforcing the strength of the anchoring steel plate.
Preferably, the anchoring steel plate is octagonal or rectangular.
Adopt the technical scheme provided by the utility model, compare with prior art, have following beneficial effect:
1. the utility model relates to a prefabricated anchoring member evaporate and press aerated concrete panel, prefabricate anchoring member promptly when dispatching from the factory, avoided the not high, the panel of punching precision that the scene punched and arouses to damage the scheduling problem, guaranteed construction quality, need not to punch and also improved the efficiency of construction at scene.
2. The utility model relates to a prefabricated anchoring member evaporate and press aerated concrete panel, prefabricated anchoring member and reinforcing bar cylinder mould fixed connection, whole reinforcing bar cylinder mould can be passed to anchoring member's atress, and the concentrated atress of the anchoring member for the on-the-spot use of punching has higher atress security.
3. The utility model relates to a prefabricated anchoring member evaporate and press aerated concrete panel is standard panel after the finished product is made in the factory, has improved the finished product speed and the quality of panel, has reduced the cost by a wide margin.
Drawings
Fig. 1 is a schematic structural view of an autoclaved aerated concrete plate of a prefabricated anchoring part, which is related to the utility model;
fig. 2 is a top view of an anchor according to an embodiment of the present invention;
fig. 3 is a front view of an anchor according to an embodiment of the present invention;
fig. 4 is a plan view of an anchor member according to a second embodiment of the present invention;
fig. 5 is a front view of an anchor member according to a second embodiment of the present invention;
fig. 6 is a top view of an anchor according to a third embodiment of the present invention;
fig. 7 is a front view of an anchor member according to a third embodiment of the present invention;
fig. 8 is a top view of an anchor according to a fourth embodiment of the present invention;
fig. 9 is a front view of an anchor according to a fourth embodiment of the present invention.
In the figure: 1-anchoring steel plate, 11-holes, 2-long nut screw tube, 21-round step, 3-end socket, 4-anchoring ring, 5-anchoring piece, 6-reinforcing steel bar net cage, 7-autoclaved aerated concrete plate body, 8-positioning rib and 9-wrinkle part.
Detailed Description
For further understanding of the present invention, the present invention will be described in detail with reference to the following examples, which are provided for illustration of the present invention but are not intended to limit the scope of the present invention.
Example one
Referring to fig. 1-3, the utility model provides a prefabricated anchor assembly evaporate and press aerated concrete panel, including evaporating aerated concrete panel body 7 and reinforcing bar cylinder mould 6, reinforcing bar cylinder mould 6 on fixed mounting have anchor assembly 5, here fixed mounting's mode includes welding, ligature connection and mechanical connection etc.. Anchoring member 5 include long nut silk section of thick bamboo 2 and anchor steel sheet 1, anchor steel sheet 1 fixed mounting on steel reinforcement cylinder mould 6, long nut silk section of thick bamboo 2 fixed mounting on anchor steel sheet 1, 2 length directions of long nut silk section of thick bamboo are perpendicular with anchor steel sheet 1. One end of the long nut screw tube 2 is provided with internal threads, and the other end of the long nut screw tube 2 is fixedly connected with the anchoring steel plate 1. The anchoring part 5 further comprises an anchoring ring 4, the height of the anchoring ring 4 is gradually reduced from the middle to the periphery, the periphery of the anchoring ring 4 is fixedly installed on an anchoring steel plate 6, one end of the long nut screw tube 2 penetrates through the anchoring ring 4, one end of the long nut screw tube 2 penetrating through the anchoring ring 4 is provided with a circular step 21, and the diameter of the circular step 21 is larger than that of a center hole of the anchoring ring 4. The end, provided with the internal thread, of the long nut screw tube 2 is provided with a seal head 3, and the seal head 3 is in threaded connection with the long nut screw tube 2. And a positioning rib 8 is arranged on the upper surface of the end socket 3, and the positioning rib 8 is flush with the surface of the autoclaved aerated concrete plate body 7 and used for determining the position of the embedded long nut screw tube 2. The anchoring steel plate 1 is octagonal.
When the autoclaved aerated concrete plate with the prefabricated anchoring part is installed, the concrete at the position of the positioning rib 8 is damaged in a drilling bit or knocking mode and the like, the seal head 3 is exposed, the seal head 3 is screwed down, and the screw rod in threaded fit with the long nut screw tube 2 is screwed in and fixed, so that the assembly can be carried out.
Example two
Referring to fig. 1, 4 and 5, the utility model provides a prefabricated anchor assembly evaporate and press aerated concrete panel, including evaporating aerated concrete panel body 7 and reinforcing bar cylinder mould 6, reinforcing bar cylinder mould 6 on fixed mounting have anchor assembly 5, anchor assembly 5 include a long nut silk section of thick bamboo 2 and anchor steel sheet 1, anchor steel sheet 1 fixed mounting on reinforcing bar cylinder mould 6, here fixed mounting's mode includes welding, ligature connection and mechanical connection etc.. The long nut screw tube 2 is fixedly arranged on the anchoring steel plate 1, and the length direction of the long nut screw tube 2 is vertical to the anchoring steel plate 1. One end of the long nut screw tube 2 is provided with internal threads, and the other end of the long nut screw tube 2 is fixedly connected with the anchoring steel plate 1. The end, provided with the internal thread, of the long nut screw tube 2 is provided with a seal head 3, and the seal head 3 is in threaded connection with the long nut screw tube 2. Anchor steel sheet 1 on be equipped with hole 11, 2 a section of thick bamboo of long nut silk pass hole 11, the one end after 2 a section of thick bamboo of long nut silk passes anchor steel sheet 1 is equipped with circular step 21, circular step 21 diameter is greater than the diameter in hole 11. And a positioning rib 8 is arranged on the upper surface of the end socket 3, and the positioning rib 8 is flush with the surface of the autoclaved aerated concrete plate body 7 and used for determining the position of the embedded long nut screw tube 2. The anchoring steel plate 1 is octagonal.
When the autoclaved aerated concrete plate with the prefabricated anchoring part is installed, the concrete at the position of the positioning rib 8 is damaged in a drilling bit or knocking mode and the like, the seal head 3 is exposed, the seal head 3 is screwed down, and the screw rod in threaded fit with the long nut screw tube 2 is screwed in and fixed, so that the assembly can be carried out.
EXAMPLE III
Referring to fig. 1, 6, 7, the utility model provides a prefabricated anchoring part evaporate and press aerated concrete panel, including evaporating aerated concrete panel body 7 and reinforcing bar cylinder mould 6, reinforcing bar cylinder mould 6 on fixed mounting have anchoring part 5, anchoring part 5 include a long nut silk section of thick bamboo 2 and anchor steel sheet 1, anchor steel sheet 1 fixed mounting on reinforcing bar cylinder mould 6, a long nut silk section of thick bamboo 2 fixed mounting on anchor steel sheet 1, 2 length direction of a long nut silk section of thick bamboo and anchor steel sheet 1 are perpendicular. One end of the long nut screw tube 2 is provided with internal threads, and the other end of the long nut screw tube 2 is fixedly connected with the anchoring steel plate 1. The anchoring part further comprises an anchoring ring 4, the height of the anchoring ring 4 is gradually reduced from the middle to the periphery, the periphery of the anchoring ring 4 is fixedly installed on the anchoring steel plate 1, a hole 11 is formed in the anchoring steel plate 1, one end of the long nut screw tube 2 penetrates through the anchoring ring 4 and the hole 11 in the anchoring steel plate 1, a circular step 21 is arranged at one end of the long nut screw tube 2 after penetrating through the anchoring steel plate 1, and the diameter of the circular step 21 is larger than that of the hole 11. The end part of the long nut screw tube 2 is provided with a seal head 3, and the seal head 3 is in threaded connection with the long nut screw tube 2. And a positioning rib 8 is arranged on the upper surface of the end socket 3, and the positioning rib 8 is flush with the surface of the autoclaved aerated concrete plate body 7 and used for determining the position of the embedded long nut screw tube 2. The anchoring steel plate 1 is rectangular.
When the autoclaved aerated concrete plate with the prefabricated anchoring part is installed, the concrete at the position of the positioning rib 8 is damaged in a drilling bit or knocking mode and the like, the seal head 3 is exposed, the seal head 3 is screwed down, and the screw rod in threaded fit with the long nut screw tube 2 is screwed in and fixed, so that the assembly can be carried out.
Example four
Referring to fig. 1, 8, 9, the utility model provides a prefabricated anchoring part evaporate and press aerated concrete panel, including evaporating aerated concrete panel body 7 and reinforcing bar cylinder mould 6, reinforcing bar cylinder mould 6 on fixed mounting have anchoring part 5, anchoring part 5 include a long nut silk section of thick bamboo 2 and anchor steel sheet 1, anchor steel sheet 1 fixed mounting on reinforcing bar cylinder mould 6, a long nut silk section of thick bamboo 2 fixed mounting on anchor steel sheet 1, 2 length direction of a long nut silk section of thick bamboo are perpendicular with anchor steel sheet 1. One end of the long nut screw tube 2 is provided with internal threads, and the other end of the long nut screw tube 2 is fixedly connected with the anchoring steel plate 1. The anchoring part 5 further comprises an anchoring ring 4, the height of the anchoring ring 4 is gradually reduced from the middle to the periphery, the periphery of the anchoring ring 4 is fixedly installed on the anchoring steel plate 1, one end of the long nut screw tube 2 penetrates through the anchoring ring 4, one end of the long nut screw tube 2 penetrating through the anchoring ring 4 is provided with a circular step 21, and the diameter of the circular step 21 is larger than that of a center hole of the anchoring ring 4. The end part of the long nut screw tube 2 is provided with a seal head 3, and the seal head 3 is in threaded connection with the long nut screw tube 2. And a positioning rib 8 is arranged on the upper surface of the end socket 3, and the positioning rib 8 is flush with the surface of the autoclaved aerated concrete plate body 7 and used for determining the position of the embedded long nut screw tube 2. The anchoring steel plate 1 is rectangular, and the anchoring steel plate 1 is provided with a crumple part 9 for enhancing the strength of the anchoring steel plate.
When the autoclaved aerated concrete plate with the prefabricated anchoring part is installed, the concrete at the position of the positioning rib 8 is damaged in a drilling bit or knocking mode and the like, the seal head 3 is exposed, the seal head 3 is screwed down, and the screw rod in threaded fit with the long nut screw tube 2 is screwed in and fixed, so that the assembly can be carried out.
The present invention has been described in detail with reference to the embodiments, but the description is only for the preferred embodiments of the present invention and should not be construed as limiting the scope of the present invention. All the equivalent changes and improvements made according to the application scope of the present invention should still fall within the patent coverage of the present invention.
Claims (7)
1. The utility model provides a prefabricated anchor member evaporate and press aerated concrete panel, is including evaporating aerated concrete panel body and reinforcing bar cylinder mould, and the reinforcing bar cylinder mould is established inside evaporating aerated concrete panel body, its characterized in that: the autoclaved aerated concrete plate is characterized in that an anchoring part is further arranged in the autoclaved aerated concrete plate body, the anchoring part comprises a long nut screw tube and an anchoring steel plate, the anchoring steel plate is fixedly installed on the steel bar net cage, one end of the long nut screw tube is fixedly installed on the anchoring steel plate, the length direction of the long nut screw tube is perpendicular to the anchoring steel plate, the other end of the long nut screw tube is provided with an internal thread, one end of the long nut screw tube, which is provided with the internal thread, is provided with a sealing head, and the sealing head is in threaded connection with the long nut screw tube.
2. The autoclaved aerated concrete slab of a precast anchor member as set forth in claim 1, wherein: the end socket is provided with a positioning rib, and the end face of the positioning rib is flush with the surface of the autoclaved aerated concrete plate body.
3. The autoclaved aerated concrete slab of a precast anchor member as set forth in claim 1, wherein: the anchoring part further comprises an anchoring ring, the height of the anchoring ring is gradually reduced from the middle to the periphery, the periphery of the anchoring ring is fixedly installed on the anchoring steel plate, one end of the long nut screw tube penetrates through the anchoring ring, a circular step is arranged at the bottom end of the long nut screw tube, and the diameter of the circular step is larger than that of a center hole of the anchoring ring.
4. The autoclaved aerated concrete slab of a precast anchor member as set forth in claim 1, wherein: the anchoring part further comprises an anchoring ring, the height of the anchoring ring is gradually reduced from the middle to the periphery, the periphery of the anchoring ring is fixedly installed on an anchoring steel plate, holes are formed in the anchoring steel plate, the long nut screw tube penetrates through the holes in the anchoring ring and the anchoring steel plate, a circular step is arranged at the bottom end of the long nut screw tube, and the diameter of the circular step is larger than that of the hole in the anchoring steel plate.
5. The autoclaved aerated concrete slab of a precast anchor member as set forth in claim 1, wherein: the anchoring steel plate is provided with a hole, the long nut screw tube penetrates through the hole, the bottom end of the long nut screw tube is provided with a circular step, and the diameter of the circular step is larger than that of the hole in the anchoring steel plate.
6. The autoclaved aerated concrete slab of a precast anchor member as set forth in claim 1, wherein: the anchoring steel plate is provided with a wrinkle part for strengthening the strength of the anchoring steel plate.
7. The autoclaved aerated concrete slab of a precast anchor member as set forth in claim 1, wherein: the anchoring steel plate is octagonal or rectangular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121805880.1U CN215054500U (en) | 2021-08-04 | 2021-08-04 | Autoclaved aerated concrete plate for prefabricated anchoring part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121805880.1U CN215054500U (en) | 2021-08-04 | 2021-08-04 | Autoclaved aerated concrete plate for prefabricated anchoring part |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215054500U true CN215054500U (en) | 2021-12-07 |
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ID=79220504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121805880.1U Active CN215054500U (en) | 2021-08-04 | 2021-08-04 | Autoclaved aerated concrete plate for prefabricated anchoring part |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215054500U (en) |
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2021
- 2021-08-04 CN CN202121805880.1U patent/CN215054500U/en active Active
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