CN220132938U - Anchor rod supporting structure applied in gravity type retaining wall - Google Patents
Anchor rod supporting structure applied in gravity type retaining wall Download PDFInfo
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- CN220132938U CN220132938U CN202223603475.9U CN202223603475U CN220132938U CN 220132938 U CN220132938 U CN 220132938U CN 202223603475 U CN202223603475 U CN 202223603475U CN 220132938 U CN220132938 U CN 220132938U
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- Prior art keywords
- rib
- retaining wall
- reinforcing ribs
- wall body
- anchor bolt
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- 230000005484 gravity Effects 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 44
- 238000005728 strengthening Methods 0.000 claims description 42
- 238000010276 construction Methods 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims description 6
- 238000010168 coupling process Methods 0.000 claims description 6
- 238000005859 coupling reaction Methods 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims 4
- 230000000694 effects Effects 0.000 abstract description 2
- 230000035939 shock Effects 0.000 abstract description 2
- 239000003351 stiffener Substances 0.000 description 10
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 9
- 238000003466 welding Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004575 stone Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model relates to an anchor bolt supporting structure applied to a gravity retaining wall, which relates to the field of public facility building structures and comprises a plurality of anchor bolts which are equidistantly arranged along the thickness direction of a wall body, wherein a plurality of transverse reinforcing ribs which are arranged along the length direction of the wall body are fixedly connected to the anchor bolts, a plurality of longitudinal reinforcing ribs which are arranged along the width direction of the wall body are arranged in the wall body, the longitudinal reinforcing ribs are fixedly connected with the transverse reinforcing ribs, the anchor bolts are positioned at the connecting parts of the transverse reinforcing ribs and the longitudinal reinforcing ribs, and the anchor bolts are fixedly connected with the transverse reinforcing ribs and the longitudinal reinforcing ribs. The utility model has the effect of improving the stability and shock resistance of the wall.
Description
Technical Field
The utility model relates to the field of public facility building structures, in particular to an anchor bolt supporting structure applied to a gravity retaining wall.
Background
Gravity type retaining walls are mostly adopted for supporting the highways and the building slopes. The gravity type retaining wall can be built by rubble or cast by plain concrete, and the method mainly depends on the dead weight and rigidity of the retaining wall to resist the lateral pressure of soil body behind the wall.
In view of the above related art, the disadvantage of this support technology is that the self weight and rigidity of the wall are large, which results in poor overall stability of the wall and insufficient anti-seismic and anti-overturning capabilities. Therefore, the condition of overturning and slipping of the retaining wall often occurs, and the safety of engineering facilities is affected.
Disclosure of Invention
The utility model aims to provide an anchor bolt supporting structure applied to a gravity type retaining wall.
The utility model provides an anchor bolt supporting structure applied to a gravity retaining wall, which adopts the following technical scheme:
the utility model provides an use anchor bolt supporting construction in gravity type barricade, includes the stock that sets up along a plurality of equidistances of wall thickness direction, the rigid coupling has a plurality of horizontal strengthening ribs that set up along wall body length direction on the stock, sets up a plurality of vertical strengthening ribs that set up along wall body width in the wall body, vertical strengthening rib with horizontal strengthening rib rigid coupling, the stock is located horizontal strengthening rib with the junction of vertical strengthening rib just the stock with horizontal strengthening rib with the equal rigid coupling of vertical strengthening rib.
Through adopting above-mentioned technical scheme, through building a layer of stone that builds in advance in the wall body construction process, then with horizontal strengthening rib and vertical strengthening rib border on the wall body and fix both, wear to establish the stock in the stone that builds in the serosity afterwards, then fix stock and horizontal strengthening rib and vertical strengthening rib after the welding, then build by stone that builds in the serosity on the wall body facade that is furnished with the reinforcing bar, through setting up reinforcing bar and stock layer in the wall body, promote the overall stability of wall body from this, improve antidetonation and anti-toppling ability.
Optionally, the anchor rods are welded with the transverse reinforcing ribs and the longitudinal reinforcing ribs.
Through adopting above-mentioned technical scheme, fix horizontal strengthening rib and vertical strengthening rib through welded mode is quick and accurate, improves the precision of horizontal strengthening rib and vertical strengthening rib and stock position.
Optionally, the anchor bar is configured as a 1C20HB400 hot tie rib rebar.
Through adopting above-mentioned technical scheme, can improve the result of use and the support ability of stock, improve the stability of this structure.
Optionally, the distance between two adjacent transverse reinforcing ribs is the same as the distance between two adjacent longitudinal reinforcing ribs.
Through adopting above-mentioned technical scheme, the latticed setting of horizontal strengthening rib and vertical strengthening rib can further improve this supporting construction's stability.
Optionally, the longitudinal reinforcing ribs and the bottom surface of the wall body are arranged at an angle of 85 degrees.
Through adopting above-mentioned technical scheme, can improve the shock resistance of this supporting construction through setting up the oblique angle, improve the life of wall body.
Optionally, a plurality of struts disposed around the longitudinal stiffener axis are disposed on the longitudinal stiffener sidewall.
By adopting the technical scheme, the contact area between the longitudinal reinforcing ribs and the wall body can be increased through the supporting rods, so that the supporting capacity of the longitudinal reinforcing ribs on the wall body is further improved.
Optionally, one end of the supporting rod far away from the longitudinal reinforcing rib is inclined to one side of the upper end face of the wall body.
By adopting the technical scheme, the transverse reinforcing rib can be placed on the longitudinal reinforcing rib when being welded, so that the transverse reinforcing rib can be welded conveniently.
Optionally, a positioning block is fixedly connected to the side wall of the longitudinal reinforcing rib, a positioning groove is formed in the side wall of the transverse reinforcing rib, and the positioning block is arranged in the positioning groove.
By adopting the technical scheme, the positioning groove of the transverse rib is aligned with the positioning block of the longitudinal rib during welding, so that the positioning block is inserted into the positioning groove, and the situation that the transverse rib is deviated during welding is reduced.
In summary, the present utility model includes at least one of the following beneficial technical effects:
1. by arranging the steel bars and the anchor rod layers in the wall body, the overall stability of the wall body is improved, and the anti-seismic and anti-capsizing capabilities are improved;
2. the anti-seismic performance of the supporting structure can be improved by arranging the bevel angle, and the service life of the wall body is prolonged;
3. the contact area between the longitudinal reinforcing ribs and the wall body can be increased through the support rods, so that the supporting capacity of the longitudinal reinforcing ribs on the wall body is further improved.
Drawings
FIG. 1 is a schematic view showing the overall structure of embodiment 1 of the present utility model;
FIG. 2 is a schematic view of the structure of the anchor rod according to embodiment 1 of the present utility model;
FIG. 3 is a schematic view showing the structure of a strut according to embodiment 2 of the present utility model;
FIG. 4 is a schematic view showing the structure of the positioning hole according to embodiment 2 of the present utility model;
FIG. 5 is a schematic diagram of a positioning slot according to embodiment 2 of the present utility model;
in the figure, 1, an anchor rod; 2. transverse reinforcing ribs; 21. a positioning groove; 3. longitudinal reinforcing ribs; 31. a support rod; 32. an abutting plate; 33. and (5) positioning blocks.
Detailed Description
The present utility model will be described in further detail with reference to fig. 1 to 4.
Example 1: use stock 1 supporting construction in gravity type barricade, refer to fig. 1 and 2, including a plurality of vertical strengthening ribs 3 and vertical strengthening rib 3 that set up along wall body width direction are 85 degrees angle settings between and the wall body bottom surface, the distance between two adjacent vertical strengthening ribs 3 equals and vertical strengthening rib 3 sets up inside the wall body, be equipped with two horizontal strengthening ribs 2 along the length direction of wall body, horizontal strengthening rib 2 sets up inside the wall body, horizontal strengthening rib 2 welds on a plurality of vertical strengthening ribs 3 and the distance between two adjacent vertical strengthening ribs 3 is the same with the distance between two adjacent horizontal strengthening ribs 2. The junction of horizontal strengthening rib 2 and vertical strengthening rib 3 all is equipped with stock 1, and stock 1 sets up in the wall body and sets up along the thickness direction of wall body, and stock 1 is established to 1C20HB400 hot ribbon rib reinforcing bar, and stock 1 perpendicular to reinforcing bar face that horizontal strengthening rib 2 and vertical strengthening rib 3 constitute, and stock 1 welds with the lateral wall of horizontal strengthening rib 2 and the lateral wall of vertical strengthening rib 3 simultaneously.
The implementation principle of the embodiment 1 is that after one face of a wall body is built, longitudinal reinforcing ribs 3 are bound to the vertical face side of the wall body, then transverse reinforcing ribs 2 are welded on the longitudinal reinforcing ribs 3, then anchor rods 1 are arranged on the vertical face of the wall body in a penetrating mode, the anchor rods 1 are perpendicular to the steel bar face on the vertical face of the wall body, then the wall body on the other side of the wall body is built on the side, away from the side of the wall body, which is built in advance, of the steel bar face, and therefore the anchor rod 1 support of the retaining wall is completed.
Example 2
The difference from example 1 is that: referring to fig. 3, 4 and 5, a plurality of struts 31 are fixedly connected to the side wall of the longitudinal stiffener 3, the struts 31 are arranged around the axis of the longitudinal stiffener 3, an abutting plate 32 for placing the transverse stiffener 2 is fixedly connected to the struts 31 which are positioned at the same height as the transverse stiffener 2, the transverse stiffener 2 abuts against the abutting plates 32 positioned on the struts 31 at the same height, a plurality of positioning grooves 21 are formed in the side wall of the transverse stiffener 2, two positioning blocks 33 are fixedly connected to the side wall of the longitudinal stiffener 3, and the positioning blocks 33 are arranged opposite to the transverse stiffener 2 and are inserted into the positioning grooves 21.
The implementation principle of the embodiment 2 is as follows: when the transverse reinforcing rib 2 is welded on the longitudinal reinforcing rib 3 after the longitudinal reinforcing rib 3 is installed, the transverse reinforcing rib 2 can be placed on the abutting plate 32 on the supporting rod 31, and the transverse reinforcing rib 2 is positioned through the positioning groove 21 and the positioning block 33, so that the occurrence of the offset between the transverse reinforcing rib 2 and the longitudinal reinforcing rib 3 during welding is reduced.
The embodiments of the present utility model are all preferred embodiments of the present utility model, and are not intended to limit the scope of the present utility model, wherein like reference numerals are used to refer to like elements throughout. Therefore: all equivalent changes in structure, shape and principle of the utility model should be covered in the scope of protection of the utility model.
Claims (8)
1. The utility model provides an use anchor bolt supporting construction in gravity type barricade, its characterized in that includes stock (1) that a plurality of equidistances along wall thickness direction set up, the rigid coupling has a plurality of horizontal strengthening ribs (2) that set up along wall body length direction on stock (1), sets up a plurality of vertical strengthening ribs (3) that set up along wall body width in the wall body, vertical strengthening rib (3) with horizontal strengthening rib (2) rigid coupling, stock (1) are located horizontal strengthening rib (2) with the junction of vertical strengthening rib (3) just stock (1) with horizontal strengthening rib (2) with the equal rigid coupling of vertical strengthening rib (3).
2. An anchor bolt support structure for use in a gravity retaining wall according to claim 1, wherein the anchor bolt (1) is welded to both the transverse reinforcement (2) and the longitudinal reinforcement (3).
3. An anchor bolt support structure for use in a gravity retaining wall according to claim 1, wherein the anchor bolt (1) is provided as a 1C20HB400 hot tie rib rebar.
4. A bolting structure applied in a gravity type retaining wall according to claim 1, characterized in that the distance between two adjacent transverse reinforcing ribs (2) is the same as the distance between two adjacent longitudinal reinforcing ribs (3).
5. An anchor bolt support structure for use in a gravity type retaining wall according to claim 1, wherein the longitudinal reinforcing ribs (3) are arranged at an angle of 85 degrees to the bottom surface of the wall.
6. A bolting structure applied in a gravity type retaining wall according to claim 1, characterized in that said longitudinal reinforcement (3) is provided with a plurality of struts (31) on the side walls thereof, which struts are arranged around the axis of said longitudinal reinforcement (3).
7. An anchor support structure for use in a gravity type retaining wall according to claim 6, wherein the end of the strut (31) remote from the longitudinal rib (3) is inclined to the upper end face side of the wall.
8. The anchor bolt supporting structure applied to the gravity type retaining wall according to claim 1, wherein a positioning block (33) is fixedly connected to the side wall of the longitudinal reinforcing rib (3), a positioning groove (21) is formed in the side wall of the transverse reinforcing rib (2), and the positioning block (33) is arranged in the positioning groove (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223603475.9U CN220132938U (en) | 2022-12-30 | 2022-12-30 | Anchor rod supporting structure applied in gravity type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223603475.9U CN220132938U (en) | 2022-12-30 | 2022-12-30 | Anchor rod supporting structure applied in gravity type retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220132938U true CN220132938U (en) | 2023-12-05 |
Family
ID=88963610
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223603475.9U Active CN220132938U (en) | 2022-12-30 | 2022-12-30 | Anchor rod supporting structure applied in gravity type retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220132938U (en) |
-
2022
- 2022-12-30 CN CN202223603475.9U patent/CN220132938U/en active Active
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