CN220704511U - Anti-floating anchor rope anchoring body applied to basement - Google Patents
Anti-floating anchor rope anchoring body applied to basement Download PDFInfo
- Publication number
- CN220704511U CN220704511U CN202322301890.7U CN202322301890U CN220704511U CN 220704511 U CN220704511 U CN 220704511U CN 202322301890 U CN202322301890 U CN 202322301890U CN 220704511 U CN220704511 U CN 220704511U
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- Prior art keywords
- spiral
- floating anchor
- anchor
- basement
- anchor rope
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- 238000004873 anchoring Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 52
- 239000010959 steel Substances 0.000 claims abstract description 52
- 238000007789 sealing Methods 0.000 claims abstract description 15
- 210000003205 muscle Anatomy 0.000 claims abstract description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 238000007569 slipcasting Methods 0.000 claims abstract description 5
- 238000001125 extrusion Methods 0.000 claims description 16
- 238000010030 laminating Methods 0.000 claims description 5
- 239000003292 glue Substances 0.000 abstract description 4
- 239000007788 liquid Substances 0.000 abstract description 4
- 230000003139 buffering effect Effects 0.000 abstract description 2
- 239000011440 grout Substances 0.000 abstract 2
- 239000012466 permeate Substances 0.000 abstract 1
- 230000035515 penetration Effects 0.000 description 9
- 238000010276 construction Methods 0.000 description 6
- 230000005540 biological transmission Effects 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- 230000002035 prolonged effect Effects 0.000 description 3
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an anti-floating anchor rope anchoring body applied to a basement, which comprises a fixed block and a steel backing plate, wherein a water-through expansion sealing strip is arranged on one side below the fixed block, a pvc grouting pipe is arranged on the right side of the water-through expansion sealing strip, a spiral rib I is arranged on one side below the pvc grouting pipe, and a spiral rib I is sleeved on the outer surface of the spiral rib I. This be applied to anti-floating anchor rope anchor of basement compares with current ordinary anti-floating anchor rope anchor, after inserting ground with the device, after unbonded steel strand wires received the compressive force, after steel backing plate and ground do direct offset contact, through spiral muscle one and spiral muscle two do the buffering, after pouring into glue through pvc slip casting pipe department, can carry out the grout operation to the position of inserting ground, the setting of inflation sealing strip of letting in water can prevent that liquid from spilling over, and accessible locating support carries out supplementary location interlude, the shutoff layer can prevent to permeate elsewhere when the grout after interlude, and can prevent the artificial ground of extracting after interlude.
Description
Technical Field
The utility model relates to the technical field of anti-floating anchor rope anchors, in particular to an anti-floating anchor rope anchor applied to a basement.
Background
An anti-floating anchor rod isUnderground structure of building engineeringAn anti-floating measure. Unlike a general foundation pile, the anti-floating anchor rod has own unique performance, and the largest difference from the general foundation pile is that: the foundation piles are usuallyAnti-compression pilePile body bearingBuilding construction Load ofThe pressure and the stress are transmitted from the pile top to the pile bottom, and the stress of the pile body changes along with the change of the building load; whileAnti-floating pileThe anti-floating pile body bears the tensile force, the stress of the common anti-floating pile is transferred from the pile top to the pile bottom, and the magnitude of the stress of the pile body is along with that of the pile bodyGroundwater system Bit positionBut the stress mechanisms are exactly opposite.
The utility model discloses a pretensioned prestressing anti-floating anchor rope construction structure, relates to building engineering technical field, and its technical scheme main points are: the steel wire rope comprises an anchor hole, an anchor body, a steel wire rope, a first steel pipe, a second steel pipe, an anchor backing plate, an anchor device and a force transmission steel bar; the steel strand is arranged in the anchor hole, and the first steel pipe is buried in the upper section of the anchor hole; after the cushion layer is poured, a second steel pipe is arranged at the upper end, and cement paste is injected into the second steel pipe; an anchor backing plate is arranged at the upper end of the second steel pipe, an anchor is arranged on the anchor backing plate, a force transmission steel bar is arranged at the lower end of the anchor backing plate, and the upper end of the force transmission steel bar extends above the applied water-resistant plate. The pretensioned prestressed anti-floating anchor cable construction structure can stretch the prestressed anchor cable before the construction of the underground structure and the waterproof board, prevents the construction of the prestressed anchor cable and the construction of the waterproof board from cross operation, is convenient for construction management, and is convenient to stretch and lock the prestressed anchor cable, thereby simplifying the construction steps; meanwhile, through the first steel pipe, the anchoring body can be effectively protected when the bottom is picked up, and the anchoring body is prevented from being damaged, but the anti-floating anchor rope anchoring body can loose and fall off after being fixed due to the fact that the colloid is not solidified after grouting due to poor sealing performance after cementing the binding.
Accordingly, in view of the above, an anti-floating anchor rope anchoring body applied to a basement is proposed to solve the problems of the prior art.
Disclosure of Invention
The utility model aims to provide an anti-floating anchor rope anchoring body applied to a basement so as to solve the problems in the background art.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides an anti-floating anchor rope anchor body for basement, includes fixed block and steel backing plate, the laminating of below one side surface of fixed block leads to water expansion sealing strip, and the right side of leading to water expansion sealing strip installs pvc slip casting pipe, pvc slip casting pipe's below one side is provided with spiral muscle one, and spiral muscle one's surface cover is equipped with spiral muscle one, the locating support is settled to spiral muscle one's below one side, and the below middle part of locating support is worn to be equipped with unbonded steel strand wires, unbonded steel strand wires's below surface laminating cover is equipped with spiral muscle two, and the below of spiral muscle two is settled there is the steel backing plate, unbonded steel strand wires's below surface laminating is installed the shutoff layer.
Furthermore, a prestress extrusion anchor is arranged at the bottom of the lower part of the unbonded steel strand, and triangular brackets are symmetrically arranged at the left side and the right side of the prestress extrusion anchor.
Furthermore, a prestress extrusion anchor is arranged at the bottom of the lower part of the unbonded steel strand, and triangular brackets are symmetrically arranged at the left side and the right side of the prestress extrusion anchor.
Further, the first fixed plate is attached to the outer wall of the right side of the round block, and the second fixed plate is mounted on the left side of the first fixed plate.
Furthermore, a nut is arranged in the second fixing plate in a penetrating way, and the nut is in rotary connection with the first fixing plate.
Further, the first spiral rib is sleeved on the outer surface above the unbonded steel strand, and the first spiral rib and the unbonded steel strand are in fit and sleeved with each other to rotate for four circles.
Compared with the prior art, the utility model has the beneficial effects that:
1. according to the utility model, through the arrangement of the fixing block, the water-filled expansion sealing strip, the pvc grouting pipe, the first spiral rib, the positioning bracket, the unbonded steel stranded wire, the second spiral rib, the blocking layer and the steel backing plate, after the device is inserted into the ground, the unbonded steel stranded wire directly contacts against the ground after being pressed, the steel backing plate is buffered by the first spiral rib and the second spiral rib, the glue is filled into the pvc grouting pipe, the grouting operation can be carried out on the part inserted into the ground, the water-filled expansion sealing strip can be used for preventing liquid from overflowing, auxiliary positioning penetration can be carried out by the positioning bracket, the blocking layer can be prevented from penetrating elsewhere during grouting after penetration, and the ground can be prevented from being artificially pulled out after penetration;
2. according to the utility model, through the arrangement of the prestress extrusion anchor, the triangular bracket, the circular block, the first fixing plate, the second fixing plate and the nut, when the prestress extrusion anchor is wrapped, after the left side and the right side of the circular block are aligned, the nut is meshed and connected towards the first fixing plate after rotating the nut, and after connection, the prestress extrusion anchor can be wrapped and protected, so that the service life of the prestress extrusion anchor can be prolonged.
Drawings
FIG. 1 is a schematic perspective view of the present utility model;
FIG. 2 is a schematic diagram of an anti-dialing front view cross-section structure of the present utility model;
FIG. 3 is a schematic view of an anti-dialing front sectional structure of the present utility model;
fig. 4 is a schematic view of a package installation perspective structure of the present utility model.
In the figure: 1. a fixed block; 2. water is introduced to expand the sealing strip; 3. a pvc grouting pipe; 4. spiral rib I; 5. a positioning bracket; 6. non-binding steel strand; 7. spiral ribs II; 8. a blocking layer; 9. a steel backing plate; 10. pre-stressing the extruded anchor; 11. a tripod; 12. a circular block; 13. a first fixing plate; 14. a second fixing plate; 15. and (3) a nut.
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. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
As shown in fig. 1-2, an anti-floating anchor rope anchoring body applied to a basement comprises a fixed block 1 and a steel backing plate 9, wherein the outer surface of one side of the lower part of the fixed block 1 is jointed with a water-through expansion sealing strip 2, a pvc grouting pipe 3 is arranged on the right side of the water-through expansion sealing strip 2, a spiral rib I4 is arranged on one side of the lower part of the pvc grouting pipe 3, a spiral rib I4 is sleeved on the outer surface of the spiral rib I4, a positioning bracket 5 is arranged on one side of the lower part of the spiral rib I4, an unbonded steel strand 6 is penetrated in the middle of the lower part of the positioning bracket 5, a spiral rib II 7 is jointed and sleeved on the outer surface of the lower part of the unbonded steel strand 6, the steel backing plate 9 is arranged below the spiral rib II 7, the plugging layer 8 is attached to the outer surface of the lower part of the unbonded steel stranded wire 6, after the device is inserted into the ground, after the unbonded steel stranded wire 6 is subjected to pressing force, the steel backing plate 9 is directly abutted against the ground, and then is buffered through the first spiral rib 4 and the second spiral rib 7, after glue is filled into the pvc grouting pipe 3, grouting operation can be carried out on the part inserted into the ground, the liquid overflow can be prevented by arranging the water expansion sealing strip 2, auxiliary positioning penetration can be carried out through the positioning support 5, the plugging layer 8 can be prevented from penetrating elsewhere in grouting after penetration, and the ground can be prevented from being manually pulled out after penetration
As shown in fig. 3-4, the prestress extrusion anchor 10 is arranged at the bottom of the lower part of the unbonded steel strand 6, the triangular brackets 11 are symmetrically arranged at the left side and the right side of the unbonded steel strand 10, the round blocks 12 are arranged at one side of the upper part of the middle part of each triangular bracket 11, the round blocks 12 are symmetrically arranged along the triangular brackets 11, the first fixing plate 13 is attached to the outer wall of the right side of each round block 12, the second fixing plate 14 is arranged at the left side of the first fixing plate 13, the nut 15 is penetrated in the second fixing plate 14, the nut 15 is rotationally connected with the first fixing plate 13, the first spiral rib 4 is sleeved on the upper outer surface of the unbonded steel strand 6, the first spiral rib 4 is rotationally sleeved with the unbonded steel strand 6, when the prestress extrusion anchor 10 is wrapped, after the left side and the right side of each round block 12 are aligned, the nut 15 is rotated again, the nut 15 is meshed and connected towards the first fixing plate 13, and the prestress extrusion anchor 10 can be wrapped and protected after connection, so that the service life of the prestress extrusion anchor 10 can be prolonged.
Working principle: when the anti-floating anchor rope anchoring body applied to a basement is used, firstly, after the device is inserted into the ground, after the unbonded steel stranded wires 6 are subjected to pressing force, the steel backing plates 9 are in direct abutting contact with the ground, after the buffering is carried out through the first spiral ribs 4 and the second spiral ribs 7, after glue is filled into the PVC grouting pipe 3, grouting operation can be carried out on the part inserted into the ground, the arrangement of the water expansion sealing strip 2 can prevent liquid from overflowing, auxiliary positioning penetration can be carried out through the positioning support 5, penetration of the plugging layer 8 can be prevented from being carried out elsewhere during grouting, and the ground can be prevented from being pulled out artificially after penetration, when the prestress extrusion anchor 10 is wrapped, after the left side and the right side of the round block 12 are aligned, the nuts 15 are rotated at the moment, the nuts 15 are meshed and connected towards the first fixing plate 13, and after connection, the prestress extrusion anchor 10 can be wrapped and protected, so that the service life of the anti-floating anchor rope anchoring body applied to the basement can be prolonged.
The embodiments of the utility model have been presented for purposes of illustration and description, and are not intended to be exhaustive or limited to the utility model in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiments were chosen and described in order to best explain the principles of the utility model and the practical application, and to enable others of ordinary skill in the art to understand the utility model for various embodiments with various modifications as are suited to the particular use contemplated.
Claims (6)
1. Be applied to anti-floating anchor cable anchor of basement, including fixed block (1) and steel backing plate (9), its characterized in that, water expansion sealing strip (2) are installed to below one side of fixed block (1), and water expansion sealing strip (2) installs pvc slip casting pipe (3) on the right side, pvc slip casting pipe (3)'s below one side is provided with spiral muscle one (4), and spiral muscle one (4)'s surface cover is equipped with spiral muscle one (4), locating support (5) are settled to spiral muscle one (4)'s below one side, and the below middle part of locating support (5) is worn to be equipped with unbonded steel strand wires (6), unbonded steel strand wires (6)'s below surface laminating cover is equipped with spiral muscle two (7), and installs steel backing plate (9) in spiral muscle two (7)'s below, unbonded steel strand wires (6) below surface laminating is installed shutoff layer (8).
2. The anti-floating anchor rope anchoring body applied to the basement according to claim 1, wherein the prestress extrusion anchor (10) is arranged at the lower bottom of the unbonded steel stranded wire (6), and the triangular brackets (11) are symmetrically arranged on the left side and the right side of the prestress extrusion anchor (10).
3. An anti-floating anchor rope anchoring body applied to a basement according to claim 2, wherein a round block (12) is arranged on one side above the middle of the tripod (11), and two round blocks (12) are symmetrically arranged along the tripod (11).
4. An anti-floating anchor rope anchoring body applied to a basement according to claim 3, wherein a first fixing plate (13) is attached to the outer wall of the right side of the round block (12), and a second fixing plate (14) is mounted on the left side of the first fixing plate (13).
5. An anti-floating anchor for a basement according to claim 4, wherein the second fixing plate (14) is internally provided with a nut (15), and the nut (15) is rotatably connected with the first fixing plate (13).
6. The anti-floating anchor rope anchoring body applied to the basement according to claim 1, wherein the first spiral rib (4) is sleeved on the upper outer surface of the unbonded steel stranded wire (6), and the first spiral rib (4) and the unbonded steel stranded wire (6) are in fit and sleeved rotation for four circles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322301890.7U CN220704511U (en) | 2023-08-26 | 2023-08-26 | Anti-floating anchor rope anchoring body applied to basement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322301890.7U CN220704511U (en) | 2023-08-26 | 2023-08-26 | Anti-floating anchor rope anchoring body applied to basement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220704511U true CN220704511U (en) | 2024-04-02 |
Family
ID=90438261
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322301890.7U Active CN220704511U (en) | 2023-08-26 | 2023-08-26 | Anti-floating anchor rope anchoring body applied to basement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220704511U (en) |
-
2023
- 2023-08-26 CN CN202322301890.7U patent/CN220704511U/en active Active
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| GR01 | Patent grant | ||
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