CN218714360U - Anchoring part for building construction - Google Patents
Anchoring part for building construction Download PDFInfo
- Publication number
- CN218714360U CN218714360U CN202222773842.3U CN202222773842U CN218714360U CN 218714360 U CN218714360 U CN 218714360U CN 202222773842 U CN202222773842 U CN 202222773842U CN 218714360 U CN218714360 U CN 218714360U
- Authority
- CN
- China
- Prior art keywords
- anchor
- lead screw
- grafting
- reinforcing bar
- backing plate
- 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.)
- Withdrawn - After Issue
Links
- 238000004873 anchoring Methods 0.000 title description 8
- 238000009435 building construction Methods 0.000 title description 3
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 9
- 238000009415 formwork Methods 0.000 claims description 5
- 238000000034 method Methods 0.000 claims description 2
- 230000008878 coupling Effects 0.000 abstract description 2
- 238000010168 coupling process Methods 0.000 abstract description 2
- 238000005859 coupling reaction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 26
- 239000010959 steel Substances 0.000 description 26
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
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- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses an anchor assembly for construction, including the grafting post, the lower surface of grafting post is provided with the anchor slab, has seted up a plurality of holes of pouring on the inner wall of anchor slab. The utility model has the advantages that: when needs will peg graft the reinforcing bar and be connected with the concrete, at first with anchor slab and anchor slab upper surface fixed connection's spliced pole pre-buried in concrete form, through pegging graft the reinforcing bar in the inside of spliced pole, under the effect through coupling assembling, make the position relatively fixed of spliced pole and grafting reinforcing bar, pass through fixed subassembly this moment, carry out the bilayer to the position of lead screw and fix, make the lead screw can't rotate, thereby make the lead screw and the grafting reinforcing bar comparatively stable with being connected of spliced pole, and then comparatively stable with concrete form's connection, can better fuse into one body.
Description
Technical Field
The utility model relates to an anchor assembly specifically is an anchor assembly for construction belongs to construction technical field.
Background
The anchoring part is mainly applied to fixing between the reinforcing steel bar and the concrete template, the stress area of the reinforcing steel bar is increased, the reinforcing steel bar and the concrete template are fixed more, and the concrete and the reinforcing steel bar can be better integrated and can work cooperatively to bear pressure, tension, bending moment, torque and the like generated by various loads.
The existing anchoring piece generally pours and fixes an anchor plate in concrete firstly, and then fixedly connects a reinforcing steel bar with the anchor plate through a bolt and an anchor backing plate.
The existing anchoring piece usually depends on the connection between the steel bar and the concrete, and the anchoring piece and the steel bar are fixed by the bolt, when the bolt is collided by the outside, the anchoring backing plate is not tightly attached to the concrete easily, so that the fixation between the steel bar and the concrete template is unstable, and the anchoring piece for building construction is provided.
SUMMERY OF THE UTILITY MODEL
The utility model discloses a following technical scheme realizes above-mentioned purpose, an anchor assembly for construction, include:
the lower surface of the insertion column is provided with an anchor plate, and the inner wall of the anchor plate is provided with a plurality of pouring holes;
the method is characterized in that: the concrete formwork is characterized in that a connecting assembly is arranged inside the splicing column, the connecting assembly comprises splicing steel bars, two internal connecting blocks and two surface connecting blocks, the splicing steel bars are spliced on the inner wall of the splicing column, and the splicing steel bars are connected with the concrete formwork through being spliced on the inner wall of the splicing column;
the upper surface of grafting reinforcing bar is provided with fixed subassembly, and fixed subassembly includes the lead screw, removes seat and anchor backing plate, the lead screw is connected with the upper surface of grafting reinforcing bar, anchor backing plate sliding connection is at the surface of lead screw.
Preferably, the two internal connection blocks are arranged inside the insertion column, and the two surface connection blocks are arranged on the outer surface of the insertion reinforcing steel bar.
Preferably, the two inner connecting blocks are attached to the two surface connecting blocks.
Preferably, the movable seat is in threaded connection with the outer surface of the screw rod, a rotating seat is arranged on the lower surface of the movable seat, and the rotating seat is rotatably connected to the inner wall of the anchor backing plate.
Preferably, a plurality of fixing bolts are arranged inside the anchor backing plate and connected with the concrete template.
The utility model has the advantages that: when needs will peg graft the reinforcing bar and be connected with the concrete, through pegging graft the reinforcing bar in the inside of grafting post, through coupling assembling's effect down, make the position relatively fixed of grafting post and grafting reinforcing bar, through fixed subassembly this moment, carry out the bilayer to the position of lead screw and fix, make the lead screw can't rotate, thereby make lead screw and grafting reinforcing bar comparatively stable with being connected of grafting post, and then comparatively stable with being connected of concrete form, can better fuse into an organic whole.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of the plug-in post of the present invention;
FIG. 3 is a schematic view of the structure of the splicing steel bar of the present invention;
fig. 4 is a cross-sectional view of the plug post of the present invention;
fig. 5 is a cross-sectional view of the anchor backing plate of the present invention;
fig. 6 is an enlarged view of a in fig. 5 according to the present invention.
In the figure: 1. inserting the columns; 101. an anchor plate; 102. pouring holes; 2. inserting steel bars; 201. an inner connecting block; 202. surface connecting blocks; 3. a screw rod; 301. a movable seat; 302. an anchor backing plate; 303. a rotating seat; 304. and (5) fixing the bolt.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The embodiment of the utility model discloses anchor assembly for construction.
As shown in fig. 1 and fig. 2, the splicing column comprises a splicing column 1, wherein an anchor plate 101 is arranged on the lower surface of the splicing column 1, and a plurality of pouring holes 102 are formed in the inner wall of the anchor plate 101;
when the splicing steel bars 2 need to be connected with concrete, firstly, the anchor plate 101 and the splicing columns 1 fixedly connected with the upper surface of the anchor plate 101 are embedded in a concrete template, and at the moment, the splicing steel bars 2 are spliced in the splicing columns 1, so that the positions of the splicing columns 1 and the splicing steel bars 2 are relatively fixed under the action of the connecting component;
through fixed subassembly this moment, carry out the bilayer to the position of lead screw 3 and fix for lead screw 3 can't rotate, thereby makes lead screw 3 and grafting reinforcing bar 2 comparatively stable with being connected of grafting post 1, and then comparatively stable with being connected of concrete form, can better integrate into one body.
As shown in fig. 2-4, a connection assembly is arranged inside the splicing column 1, the connection assembly comprises a splicing steel bar 2, two internal connection blocks 201 and two surface connection blocks 202, the splicing steel bar 2 is spliced on the inner wall of the splicing column 1, and the splicing steel bar 2 is connected with the concrete template through being spliced on the inner wall of the splicing column 1;
the two internal connecting blocks 201 are arranged inside the splicing column 1, the two surface connecting blocks 202 are arranged on the outer surface of the splicing steel bar 2, and the two internal connecting blocks 201 are attached to the two surface connecting blocks 202;
firstly, inserting the inserting steel bar 2 into the inserting column 1 to enable the surface connecting block 202 to slide along the inner connecting block 201, and when the surface connecting block 202 is completely positioned in the inserting column 1, rotating the anchor backing plate 302 to enable the screw rod 3 to rotate along with the surface connecting block 202;
driven grafting reinforcing bar 2 and rotated to make surperficial connecting block 202 peg graft on the inner wall of internal connection piece 201, make surperficial connecting block 202 and internal connection piece 201 relatively fixed in position, thereby made the position relatively fixed of grafting post 1 and grafting reinforcing bar 2.
According to the attached drawings 5 and 6, the upper surface of the inserted steel bar 2 is provided with a fixing assembly, the fixing assembly comprises a screw rod 3, a movable seat 301 and an anchor backing plate 302, and the screw rod 3 is connected with the upper surface of the inserted steel bar 2;
the anchor backing plate 302 is connected to the outer surface of the screw rod 3 in a sliding mode, the movable seat 301 is connected to the outer surface of the screw rod 3 in a threaded mode, and the lower surface of the movable seat 301 is provided with a rotating seat 303;
the rotating seat 303 is rotatably connected to the inner wall of the anchor backing plate 302, a plurality of fixing bolts 304 are arranged inside the anchor backing plate 302, and the fixing bolts 304 are connected with the concrete template;
at the moment, the movable base 301 is rotated to enable the movable base 301 to move along the outer surface of the screw rod 3, so that the anchor backing plate 302 moves along with the screw rod until the anchor backing plate 302 is attached to the upper surface of the concrete template, and at the moment, the anchor backing plate 302 is fixed with the concrete template through the four fixing bolts 304;
the double-layer fixation of the position of the screw rod 3 is completed, so that the screw rod 3 cannot rotate, the connection of the screw rod 3 and the inserting steel bar 2 with the inserting column 1 is stable, the connection with a concrete template is stable, and the screw rod and the inserting steel bar can be better integrated.
The working principle is as follows: when the splicing steel bar 2 needs to be connected with concrete, firstly, the anchor plate 101 and the splicing column 1 fixedly connected with the upper surface of the anchor plate 101 are embedded in a concrete template, and at the moment, the splicing steel bar 2 is spliced in the splicing column 1;
because the internal connecting block 201 is fixedly arranged inside the splicing column 1, and the surface connecting block 202 is fixedly arranged on the outer surface of the splicing steel bar 2, the surface connecting block 202 slides along the internal connecting block 201 along with the splicing steel bar 2 spliced inside the splicing column 1;
when the surface connecting block 202 is completely positioned inside the jack post 1, since the outer surface of the screw rod 3 is provided with the sliding groove, the anchor backing plate 302 is connected to the outer surface of the screw rod 3 in a sliding manner through the sliding groove, and at the moment, the screw rod 3 rotates along with the sliding groove by rotating the anchor backing plate 302;
the inserting steel bar 2 fixedly connected with the lower surface of the screw rod 3 is driven to rotate, so that the surface connecting block 202 is inserted on the inner wall of the internal connecting block 201, the surface connecting block 202 and the internal connecting block 201 are relatively fixed, and the inserting column 1 and the inserting steel bar 2 are relatively fixed;
at the moment, the movable seat 301 is rotated to enable the movable seat 301 to move along the outer surface of the screw rod 3, meanwhile, the movable seat 301 is rotatably connected to the inner wall of the anchor pad 302 through the rotating seat 303 fixedly connected with the lower surface, and the anchor pad 302 moves along with the movable seat 301;
until making the laminating of anchor backing plate 302 and concrete form upper surface, four fixing bolt 304 of rethread this moment for anchor backing plate 302 is fixed with the concrete form, carries out double-deck fixed to the position of lead screw 3 this moment, makes lead screw 3 unable to rotate, thereby makes lead screw 3 and grafting reinforcing bar 2 comparatively stable with being connected of grafting post 1, and then comparatively stable with being connected of concrete form, can better fuse into an organic whole.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. An anchor for construction comprising:
the lower surface of the inserting column (1) is provided with an anchor plate (101), and the inner wall of the anchor plate (101) is provided with a plurality of pouring holes (102);
the method is characterized in that: the concrete formwork is characterized in that a connecting assembly is arranged inside the inserting column (1), the connecting assembly comprises an inserting reinforcing steel bar (2), two internal connecting blocks (201) and two surface connecting blocks (202), the inserting reinforcing steel bar (2) is inserted into the inner wall of the inserting column (1), and the inserting reinforcing steel bar (2) is connected with the concrete formwork through being inserted into the inner wall of the inserting column (1);
the upper surface of grafting reinforcing bar (2) is provided with fixed subassembly, and fixed subassembly includes lead screw (3), removes seat (301) and anchor backing plate (302), lead screw (3) are connected with the upper surface of grafting reinforcing bar (2), anchor backing plate (302) sliding connection is at the surface of lead screw (3).
2. An anchor for use in construction according to claim 1, wherein: two inside connecting blocks (201) set up in the inside of grafting post (1), two surface connecting block (202) set up the surface at grafting reinforcing bar (2).
3. An anchor for use in construction according to claim 1, wherein: the two inner connecting blocks (201) are attached to the two surface connecting blocks (202).
4. An anchor for use in construction according to claim 1, wherein: remove seat (301) threaded connection the surface in lead screw (3), the lower surface of removing seat (301) is provided with rotates seat (303), it connects on the inner wall of anchor backing plate (302) to rotate seat (303).
5. An anchor for use in construction according to claim 1, wherein: a plurality of fixing bolts (304) are arranged inside the anchor backing plate (302), and the fixing bolts (304) are connected with the concrete formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222773842.3U CN218714360U (en) | 2022-10-20 | 2022-10-20 | Anchoring part for building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222773842.3U CN218714360U (en) | 2022-10-20 | 2022-10-20 | Anchoring part for building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218714360U true CN218714360U (en) | 2023-03-24 |
Family
ID=85588126
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222773842.3U Withdrawn - After Issue CN218714360U (en) | 2022-10-20 | 2022-10-20 | Anchoring part for building construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218714360U (en) |
-
2022
- 2022-10-20 CN CN202222773842.3U patent/CN218714360U/en not_active Withdrawn - After Issue
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240328 Address after: No. 11-13 Xicheng Street and Youbi Road, Fucheng Town, Fengyang County, Chuzhou City, Anhui Province, 239000 Patentee after: Fengyang Jincheng Engineering Supervision Consulting Co.,Ltd. Country or region after: China Address before: No. 2, Baxiang, West Street, Changhong Zhuzai Garden, Baiyun District, Guangzhou City, Guangdong Province, 510000 Patentee before: Qian Guanghua Country or region before: China |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20230324 Effective date of abandoning: 20240430 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20230324 Effective date of abandoning: 20240430 |