CN221142769U - Supporting structure of anti-floating anchor longitudinal steel bar - Google Patents
Supporting structure of anti-floating anchor longitudinal steel bar Download PDFInfo
- Publication number
- CN221142769U CN221142769U CN202323158983.5U CN202323158983U CN221142769U CN 221142769 U CN221142769 U CN 221142769U CN 202323158983 U CN202323158983 U CN 202323158983U CN 221142769 U CN221142769 U CN 221142769U
- Authority
- CN
- China
- Prior art keywords
- rigid rubber
- floating anchor
- steel bars
- longitudinal
- longitudinal steel
- 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.)
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Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 48
- 239000010959 steel Substances 0.000 title claims abstract description 48
- 230000002787 reinforcement Effects 0.000 claims description 15
- 238000010276 construction Methods 0.000 description 8
- 238000003466 welding Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a supporting structure of vertical steel bars of an anti-floating anchor rod, which comprises prefabricated rigid rubber blocks, wherein the rigid rubber blocks are positioned between the vertical steel bars and are used for separating the vertical steel bars, so that a target gap is reserved between every two vertical steel bars, the rigid rubber blocks comprise a plurality of supporting grooves, the supporting grooves are uniformly arranged at the edge parts of the rigid rubber blocks and are used for being attached to the outer wall parts of the vertical steel bars.
Description
Technical Field
The utility model relates to the technical field of buildings, in particular to a supporting structure of a longitudinal steel bar of an anti-floating anchor rod.
Background
When the anti-floating anchor rod is constructed, design files and specifications require that the longitudinal stress steel bars should be ensured to have enough spacing and enough thickness of the protective layer. When the construction is performed improperly, the phenomenon of 'rib doubling' is very easy to occur, so that reliable adhesion and anchoring cannot be formed between the longitudinal stress steel bars and the rear pouring mortar, and the anti-floating effect is affected; moreover, the distance between the steel bars is too small, the top of the anti-floating anchor rod is waterproof and cannot be treated, and the leakage problem is easy to cause.
In the existing construction process, the steel bar support and the anti-floating anchor rod are arranged to be welded and fixed with the longitudinal stressed steel bar, the fillet welding construction is difficult, the construction quality is difficult to ensure, and the phenomenon of 'rib doubling' is easy to generate; the side surface welding of the longitudinal stress steel bar influences the tensile strength, the integral strength of the anti-floating anchor rod cannot be ensured, and the problems of leakage and the like are easily caused.
Disclosure of utility model
The utility model aims to solve the problem that the function of an anti-floating anchor is affected by the non-ideal spacing between longitudinal stressed steel bars of the anti-floating anchor in the prior art, and provides a supporting structure of the longitudinal steel bars of the anti-floating anchor.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
The utility model provides a bearing structure of anti-floating anchor longitudinal reinforcement, includes prefabricated rigid rubber piece, the rigid rubber piece is located between the longitudinal reinforcement and is used for separating the longitudinal reinforcement, makes the target clearance between every longitudinal reinforcement. The target clearance is required to be determined according to the section size of the root floating anchor rod and the specification of the longitudinal stressed steel bars.
Further, the rigid rubber block is provided with a plurality of supporting grooves, the supporting grooves are uniformly formed in the edge of the rigid rubber block, and the number of the supporting grooves corresponds to the number of the longitudinal steel bars. The supporting groove is used for being attached to the outer wall portion of the longitudinal steel bar and limiting the longitudinal steel bar. In the use process of the rigid rubber block, the rigid rubber block is used for supporting the longitudinal steel bars, so that the longitudinal steel bars keep enough intervals, a plurality of longitudinal steel bars need to be bound into bundles by binding wires from the outside, the longitudinal steel bars are attached to the supporting grooves of the rigid rubber block, and then anchor rod insertion work is performed.
Preferably, the number of the rigid rubber blocks is multiple, and the rigid rubber blocks are arranged between the longitudinal steel bars along the axial direction of the anti-floating anchor rod at a certain interval to realize multi-point stable support.
Preferably, the thickness of the rigid rubber block in the axial direction of the anti-floating anchor rod is 48-52mm, so that the structural strength of the rigid rubber block is ensured.
Compared with the prior art, the utility model has the beneficial effects that:
1. The supporting structure of the longitudinal steel bar does not need welding construction, has high construction speed and does not influence the strength of the longitudinal stressed steel bar.
2. The rigid rubber blocks of the supporting structure of the longitudinal steel bar are manufactured according to the section size of the anti-floating anchor rod and the length of the longitudinal steel bar, so that the uniform spacing of the steel bars is ensured, and the phenomenon of 'rib doubling' is avoided.
Drawings
Fig. 1 is a schematic structural view of a cross section of a support structure of a longitudinal steel bar of the anti-floating anchor;
Fig. 2 is a schematic structural view of a rigid rubber block of a supporting structure of a longitudinal steel bar of the anti-floating anchor;
Fig. 3 is a schematic structural view of the arrangement of the rigid rubber blocks of the support structure of the longitudinal steel bar of the anti-floating anchor.
In the figure: 1. an anti-floating anchor rod; 2. longitudinal steel bars; 3. a rigid rubber block; 31. and a support groove.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1, a support structure of a longitudinal reinforcement of an anti-floating anchor includes prefabricated rigid rubber blocks 3, the rigid rubber blocks 3 being positioned between the longitudinal reinforcement 2 for separating the longitudinal reinforcement 2 such that a target gap is provided between each longitudinal reinforcement 2. The target clearance is required to be determined according to the section size of the root floating anchor rod and the specification of the longitudinal stressed steel bars.
Referring to fig. 2, the rigid rubber block 3 is provided with a plurality of supporting grooves 31, the supporting grooves 31 are uniformly arranged at the edge of the rigid rubber block 3, and the number of the supporting grooves 31 corresponds to the number of the longitudinal steel bars 2. The supporting groove 31 is used for being attached to the outer wall portion of the longitudinal steel bar 2, and limiting the longitudinal steel bar 2. In the use process of the rigid rubber block 3, the rigid rubber block 3 is used for supporting the longitudinal steel bars 2, so that the longitudinal steel bars 2 keep enough space, a plurality of longitudinal steel bars 2 need to be bound and bundled by binding wires from the outside, the longitudinal steel bars 2 are attached to the supporting grooves 31 of the rigid rubber block 3, and then anchor rod insertion work is performed.
Referring to fig. 3, the number of the rigid rubber blocks 3 is plural, and the rigid rubber blocks 3 are arranged between the longitudinal steel bars at a certain interval along the axial direction of the anti-floating anchor rod, so as to realize multi-point stable support.
In this embodiment, the thickness of the rigid rubber block 3 in the axial direction of the anti-floating anchor rod is 50mm, so that the structural strength of the rigid rubber block 3 is ensured.
The supporting structure rigid rubber block of the longitudinal reinforcement of the anti-floating anchor rod in the embodiment is manufactured according to the section size of the anti-floating anchor rod and the longitudinal reinforcement specification, the uniform spacing of the reinforcement is ensured, welding construction is not needed, the construction speed is high, and the strength of the longitudinal stressed reinforcement is not influenced.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (3)
1. The supporting structure of the longitudinal steel bars of the anti-floating anchor rod is characterized by comprising prefabricated rigid rubber blocks (3), wherein the rigid rubber blocks (3) are positioned between the longitudinal steel bars (2) and used for separating the longitudinal steel bars (2) so that a target gap is formed between each longitudinal steel bar (2);
The rigid rubber block (3) comprises a plurality of supporting grooves (31), the supporting grooves (31) are uniformly formed in the edge of the rigid rubber block (3), and the supporting grooves (31) are used for being attached to the outer wall of the longitudinal steel bar (2).
2. The support structure of the longitudinal reinforcement of the anti-floating anchor according to claim 1, wherein the number of the rigid rubber blocks (3) is plural, and the rigid rubber blocks (3) are arranged between the longitudinal reinforcement at a certain interval along the axial direction of the anti-floating anchor.
3. The support structure of the longitudinal reinforcement of the anti-floating anchor according to claim 1, characterized in that the thickness of the rigid rubber block (3) in the axial direction of the anti-floating anchor is 48-52mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323158983.5U CN221142769U (en) | 2023-11-22 | 2023-11-22 | Supporting structure of anti-floating anchor longitudinal steel bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202323158983.5U CN221142769U (en) | 2023-11-22 | 2023-11-22 | Supporting structure of anti-floating anchor longitudinal steel bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221142769U true CN221142769U (en) | 2024-06-14 |
Family
ID=91390076
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202323158983.5U Active CN221142769U (en) | 2023-11-22 | 2023-11-22 | Supporting structure of anti-floating anchor longitudinal steel bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221142769U (en) |
-
2023
- 2023-11-22 CN CN202323158983.5U patent/CN221142769U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |