CN203213084U - Anchoring member for scour-preventive material of flood spillway - Google Patents
Anchoring member for scour-preventive material of flood spillway Download PDFInfo
- Publication number
- CN203213084U CN203213084U CN 201320128206 CN201320128206U CN203213084U CN 203213084 U CN203213084 U CN 203213084U CN 201320128206 CN201320128206 CN 201320128206 CN 201320128206 U CN201320128206 U CN 201320128206U CN 203213084 U CN203213084 U CN 203213084U
- Authority
- CN
- China
- Prior art keywords
- thorn
- anchorage element
- pair
- expansion
- nail
- 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- Withdrawn - After Issue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
Images
Abstract
The utility model relates to an anchoring member for a scour-preventive material of a flood spillway, belonging to the technical field of water conservancy project. The anchoring member comprises a nail rod, a nail point and a nail head, wherein the nail point is arranged at one end of the nail rod, the nail head is arranged on the other end of the nail rod, at least one through hole is formed in the middle of the nail rod, the through hole is coaxially hinged with a pair of V-shaped self-expanding spines, and hollow ends of the self-expanding spines extend out of the through hole; when the anchoring member is nailed into soil, the pair of self-expanding spines oppositely rotate to ge close, and the hollow ends of the self-expanding spines obliquely upward push against the nail rod; and when the anchoring member is pulled out of soil, the pair of self-expanding spines reversely rotate to depart from each other, and the hollow ends of the self-expanding spines leave from the nail rod to be inserted in the soil. The anchoring member has the advantages of short installation time and good pulling prevention effect when used for anchoring the sour-preventive material of the flood spillway.
Description
Technical field
The utility model relates to a kind of for the fixing member of flood spillway erosion control material, belongs to the hydraulic engineering technical field.
Background technology
Existing anchorage element in use, need long rod member more and imbed darker, come the anchoring soil body with this, reach the purpose of member resistance to plucking, because the phase mutual friction between that part of rod member and surrounding soil in the soil body is imbedded in its main uplift resistance source, when member began loosening in the soil body and extracts, its resistance to plucking effect reduced along with extracting of member.
Understand according to the applicant, when emergent flood spillway erosion control material anchoring, set-up time to anchorage element has relatively high expectations, when emergent flood spillway overflows flood, current produce a uplift force to anchorage element, therefore for emergent flood spillway is set fast, must adopt the short anchorage element of the general member of length, must guarantee the anchorage element of weak point guarantee the to meet an urgent need anchoring effect of flood spillway erosion control material of length simultaneously.
The utility model content
First technical problem to be solved in the utility model is at the prior art deficiency, to propose the anchorage element that is used for emergent flood spillway erosion control material that a kind of set-up time is fast and resistance to plucking is effective.
Second technical problem to be solved in the utility model is on above-mentioned first technical problem basis of solution, to propose a kind of anchorage element that is used for emergent flood spillway erosion control material of resistance to plucking better effects if.
The utility model for the technical scheme that solves above-mentioned first technical problem proposition is: a kind of anchorage element for emergent flood spillway erosion control material, comprise the nail bar, be located at the nail point of nail bar one end and be located at the ailhead of following closely the bar other end, described nail bar middle part is shaped at least one through hole, the interior coaxial a pair of thorn of expansion certainly that is in the shape of the letter V that is hinged with of described through hole, described dead end from the expansion thorn stretches out in through hole; When anchorage element hammered into the soil body, a pair of expansion thorn certainly rotated the dead end that stings from expansion close to each other and described in opposite directions and is resisted against obliquely on the described nail bar; When anchorage element upwards was pulled up from the soil body, a pair of expansion was certainly stung reverse rotation away from each other and the described dead end that stings from expansion leaves in the described nail bar insertion soil body.
The utility model adopts the beneficial effect of technique scheme to be: be shaped at least one through hole by nail bar middle part, the interior coaxial a pair of thorn of expansion certainly that is in the shape of the letter V that is hinged with of through hole stretches out in through hole from expanding the dead end that stings simultaneously; When anchorage element hammered into the soil body, the pressure of the soil body promoted a pair ofly to rotate dead end close to each other and that expand thorn certainly in opposite directions and is resisted against obliquely on the described nail bar from expanding thorn, so anchorage element is when burying, and the dead end that expands thorn certainly is little to the destruction of the surrounding soil of anchorage element; When anchorage element upwards is pulled up from the soil body, promote a pair ofly to leave the nail bar from the dead end that expands the thorn reverse rotation away from each other and expand thorn certainly and insert in the soil body from the soil layer that expands the thorn top, increased and expanded interactional uplift resistance between thorn and the soil body certainly, the uplift resistance of the general anchorage element of uplift resistance has greatly improved, what therefore anchorage element can be done is shorter, has realized the faster installation to anchorage element.
The utility model is for solving above-mentioned second technical problem, to improvement of the technical scheme be: described a pair of the expansion between the thorn certainly is connected with spring, described a pair of expansion thorn certainly goes up binding rope, and when the rope tighten, described a pair of expansion thorn certainly overcomes spring force to be drawn close each other; When rope was lightened restrictions on, described a pair of the thorn from expansion was separated from each other under the spring force effect.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: be connected with spring by a pair of from expanding between the thorn, a pair of have rope from expanding to sting to go up to bundle, in the time of can being about to imbed the soil body at the dead end that expands thorn certainly of anchorage element, untie rope, continue again anchorage element is rammed the soil body, littler to the destruction of the surrounding soil of anchorage element from the dead end that expands thorn, simultaneously, pass through spring assist, when pulling out on the anchorage element, can easierly make from the soil layer that expands the thorn top to promote a pair ofly to leave the nail bar from the dead end that expands the thorn reverse rotation away from each other and expand thorn certainly and insert in the soil body, increase and expanded interactional uplift resistance between thorn and the soil body certainly, promote uplift resistance.
Improvement of the technical scheme is: be provided with two locator protrusionss in the described through hole relatively, described two locator protrusionss are along the direction setting of through hole, when anchorage element upwards is pulled up from the soil body, a pair of from expanding the thorn reverse rotation away from each other and being resisted against on the locator protrusions.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: by being provided with two locator protrusionss in the through hole relatively, when anchorage element upwards is pulled up from the soil body, a pair of from expanding the thorn reverse rotation away from each other and being resisted against on the locator protrusions, realization is stung the spacing of opening angle to expanding certainly of anchorage element, has improved the resistance to plucking effect of anchorage element.
Improvement of the technical scheme is: when anchorage element upwards was pulled up from the soil body, described a pair of angle between the expansion thorn was smaller or equal to 120o.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: when experiment showed, a pair of angle between the expansion thorn smaller or equal to 120o, interactional uplift resistance is bigger between expansion thorn certainly and the soil body, the resistance to plucking better effects if.
Improvement of the technical scheme is: the center line of the axis of described axle, nail pole length direction and the center line of through hole are vertical each other.
Improvement of the technical scheme is: described ailhead is made as nut, and described nail bar is shaped on the screw thread that is spirally connected with nut, and described nut is screwed onto on the nail bar and can moves along spiral about the nail bar.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: because ailhead is made as nut, the nail bar is shaped on the screw thread that is spirally connected with nut, nut is screwed onto on the nail bar and can moves along spiral about the nail bar, make anchorage element hammer into the soil body again the people for after pulling up, make the member uplift resistance reach maximum, again the ailhead spiral is compressed emergent flood spillway erosion control material, increased at anchorage element and pull up the back to the fixation of tight emergent flood spillway erosion control material.
Improvement of the technical scheme is: also be provided with dismountable handle on the described nail bar, described nail bar is shaped on the handle installing hole that is positioned at the nut top.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: by being provided with dismountable handle, follow closely bar simultaneously and be shaped on the handle installing hole that is positioned at the nut top, can pull up anchorage element easily, ailhead spiral is again compressed emergent flood spillway erosion control material, improved operating efficiency.
Improvement of the technical scheme is: the described thorn from expansion is made as taper.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: by being made as taper from expanding thorn, make from expanding the easier soil body that thrusts of thorn.
Improvement of the technical scheme is: described nail bar is to wait straight-bar.
The utility model adopts the beneficial effect of improvement of the technical scheme to be: because the nail bar is to wait straight-bar, make the nail bar when hammering into the soil body and pulling up, have interactional uplift resistance all the time between nail bar and the soil body.
Improvement of the technical scheme is: described from the length of the length that expands thorn greater than through hole.
Description of drawings
The utility model is described in further detail below in conjunction with accompanying drawing:
Fig. 1 is the structural representation of the anchorage element that is used for emergent flood spillway erosion control material of the utility model embodiment one.
Fig. 2 is the working state figure of Fig. 1.
Fig. 3 is the tartar of the expansion certainly structural representation of Fig. 1.
Fig. 4 is the use state diagram of Fig. 1.
Fig. 5 is the stereogram of Fig. 4.
Fig. 6 is the structural representation of the anchorage element that is used for emergent flood spillway erosion control material of the utility model embodiment two.
Fig. 7 is the free state figure of Fig. 6.
The specific embodiment
Embodiment one
The anchorage element that is used for emergent flood spillway erosion control material of present embodiment as depicted in figs. 1 and 2, comprises nail bar 1, is located at the nail point 2 of following closely bar one end and the ailhead 3 of being located at the nail bar other end.Nail bar 1 middle part is shaped at least one through hole 1-1.Coaxial 5 are hinged with a pair of thorn of expansion certainly 4 that is in the shape of the letter V in the through hole 1-1, and the dead end 4-1 that expands thorn certainly stretches out in through hole 1-1.
When anchorage element hammered into the soil body, the dead end 4-1 that a pair of expansion thorn certainly 4 rotates close to each other and expansion thorn certainly in opposite directions were resisted against obliquely and follow closely on the bar 1; When anchorage element upwards is pulled up from the soil body, a pair ofly leaves nail bar 1 from the dead end 4-1 that expands thorn 4 reverse rotations away from each other and expand thorn certainly and insert in the soil body.
For when nail bar 1 is hammering into the soil body and pulling up, have interactional uplift resistance all the time between nail bar 1 and the soil body, the nail bar 1 of present embodiment is to wait straight-bar.Hammer into the soil body for anchorage element is easier, the nail point 2 of present embodiment is made as taper shape.The length of the expansion thorn certainly 4 of present embodiment is greater than the length of through hole 1-1.
Be provided with two locator protrusions 1-2 in the through hole 1-1 of present embodiment relatively, two locator protrusions 1-2 are along the direction setting of through hole 1-1.When anchorage element upwards is pulled up from the soil body, a pair of from expanding thorn 4 reverse rotations away from each other and being resisted against on the locator protrusions 1-2.
Experiment showed, that when anchorage element upwards is pulled up a pair of when expanding angle between the thorn 4 smaller or equal to 120o, it is bigger to expand between thorn 4 and the soil body interactional uplift resistance certainly, the resistance to plucking better effects if from the soil body.
The center line of the axis of the axle 5 of present embodiment, nail bar 1 length direction and the center line of through hole 1-1 are vertical each other.Certainly, the center line of the center line of the axis of axle 5, nail bar 1 length direction and through hole 1-1 each other can be not vertical mutually yet.
The ailhead 3 of present embodiment is made as nut, the nail bar 1 be shaped on the screw thread that is spirally connected with nut, nut be screwed onto the nail bar 1 on and can along the nail bar about in the of 1 spiral move.
Also be provided with dismountable handle 6 on the nail bar 1 of present embodiment, nail bar 1 is shaped on the handle installing hole that is positioned at the nut top.
As shown in Figure 3, the expansion certainly of present embodiment thorn 4 is made as taper.
As shown in Figure 4 and Figure 5, during actual the use, anchorage element length is 50.5cm, stinging 4 length from expansion is 5cm, the nail bar 1 of anchorage element is 60 ° with the angle that stings 4 from expansion, the uplift resistance maximum value of anchorage element is 430N, according to field trial, pulls out the maximum value that 4cm then reaches uplift resistance on the anchorage element.
Embodiment two
The anchorage element and the embodiment one that are used for emergent flood spillway erosion control material of present embodiment are basic identical, as shown in Figure 6 and Figure 7, difference is except identical with embodiment one: a pair ofly be connected with spring 7 from expanding between the thorn 4, a pair ofly go up binding rope 8 is arranged from expanding thorn.When rope 8 tightens, a pair of expansion thorn certainly 4 overcomes spring force to be drawn close each other; When rope 8 was lightened restrictions on, a pair of thorn 4 that expands certainly was separated from each other under the spring force effect.
During actual the use, earlier anchorage element is knocked in the soil body, when the dead end 4-1 that expands thorn certainly of anchorage element is about to imbed the soil body, untie rope 8, continue again anchorage element is rammed the soil body, destruction from the surrounding soil of the anchorage element of dead end 4-1 that expands thorn is littler, and contacting between nail bar 1 and the soil body is tight.When pulling out on the anchorage element, under the effect of spring 7, easier making from the soil layer that expands thorn 4 tops promotes a pair ofly to leave nail bar 1 from the dead end 4-1 that expands the thorn reverse rotation away from each other and expand thorn certainly and insert in the soil body, when pulling out 5cm on the anchorage element, launch fully from expanding thorn 4, at this moment anchorage element uplift resistance maximum.Find that through actual the use anchorage element uplift resistance of the present utility model significantly improves the stability of member anchoring than having improved 60% under the general case.
The utility model is not limited to above-described embodiment.All employings are equal to replaces the technical scheme that forms, and all drops on the protection domain of the utility model requirement.
Claims (10)
1. anchorage element that is used for emergent flood spillway erosion control material, comprise the nail bar, be located at the nail point of nail bar one end and be located at the ailhead of following closely the bar other end, it is characterized in that, described nail bar middle part is shaped at least one through hole, the interior coaxial a pair of thorn of expansion certainly that is in the shape of the letter V that is hinged with of described through hole, described dead end from the expansion thorn stretches out in through hole; When anchorage element hammered into the soil body, a pair of expansion thorn certainly rotated the dead end that stings from expansion close to each other and described in opposite directions and is resisted against obliquely on the described nail bar; When anchorage element upwards was pulled up from the soil body, a pair of expansion was certainly stung reverse rotation away from each other and the described dead end that stings from expansion leaves in the described nail bar insertion soil body.
2. the anchorage element that is used for emergent flood spillway erosion control material according to claim 1, it is characterized in that: described a pair of the expansion between the thorn certainly is connected with spring, described a pair of expansion thorn certainly goes up binding rope, and when the rope tighten, described a pair of expansion thorn certainly overcomes spring force to be drawn close each other; When rope was lightened restrictions on, described a pair of the thorn from expansion was separated from each other under the spring force effect.
3. the anchorage element that is used for emergent flood spillway erosion control material as claimed in claim 1 or 2, it is characterized in that: be provided with two locator protrusionss in the described through hole relatively, described two locator protrusionss are along the direction setting of through hole, when anchorage element upwards is pulled up from the soil body, a pair of from expanding the thorn reverse rotation away from each other and being resisted against on the locator protrusions.
As described in the claim 3 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: when anchorage element upwards is pulled up from the soil body, described a pair of from expanding angle between the thorn smaller or equal to 120o.
As described in the claim 3 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: the center line of the axis of described axle, nail pole length direction and the center line of through hole are vertical each other.
As described in the claim 3 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: described ailhead is made as nut, described nail bar is shaped on the screw thread that is spirally connected with nut, described nut be screwed onto on the nail bar and can along the nail bar up and down spiral move.
As described in the claim 6 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: also be provided with dismountable handle on the described nail bar, described nail bar is shaped on the handle installing hole that is positioned at the nut top.
As described in the claim 3 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: describedly be made as taper from expanding thorn.
As described in the claim 3 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: described nail bar is to wait straight-bar.
As described in the claim 3 for the anchorage element of emergent flood spillway erosion control material, it is characterized in that: described from the length of the length that expands thorn greater than through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320128206 CN203213084U (en) | 2013-03-20 | 2013-03-20 | Anchoring member for scour-preventive material of flood spillway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320128206 CN203213084U (en) | 2013-03-20 | 2013-03-20 | Anchoring member for scour-preventive material of flood spillway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203213084U true CN203213084U (en) | 2013-09-25 |
Family
ID=49202632
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320128206 Withdrawn - After Issue CN203213084U (en) | 2013-03-20 | 2013-03-20 | Anchoring member for scour-preventive material of flood spillway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203213084U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147426A (en) * | 2013-03-20 | 2013-06-12 | 水利部交通运输部国家能源局南京水利科学研究院 | Anchoring member for anti-impact materials of emergency spillways |
| CN112504040A (en) * | 2020-11-30 | 2021-03-16 | 华侨大学 | Rock mass engineering blasting excavation damping device and construction method |
-
2013
- 2013-03-20 CN CN 201320128206 patent/CN203213084U/en not_active Withdrawn - After Issue
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103147426A (en) * | 2013-03-20 | 2013-06-12 | 水利部交通运输部国家能源局南京水利科学研究院 | Anchoring member for anti-impact materials of emergency spillways |
| CN103147426B (en) * | 2013-03-20 | 2015-11-18 | 水利部交通运输部国家能源局南京水利科学研究院 | For the anchorage element of emergent flood spillway erosion control material |
| CN112504040A (en) * | 2020-11-30 | 2021-03-16 | 华侨大学 | Rock mass engineering blasting excavation damping device and construction method |
| CN112504040B (en) * | 2020-11-30 | 2023-02-03 | 华侨大学 | Rock mass engineering blasting excavation damping device and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202139588U (en) | Novel self-broaching anchor rod | |
| CN203213084U (en) | Anchoring member for scour-preventive material of flood spillway | |
| CN206889004U (en) | One kind is anti-to break large deformation anchor rod | |
| CN103147426B (en) | For the anchorage element of emergent flood spillway erosion control material | |
| CN101962978A (en) | Shape memory alloy anchoring system | |
| WO2018188578A1 (en) | High pullout-resistance anchoring element | |
| CN202595739U (en) | Anchor rod suitable for soft soil layer | |
| CN107143361A (en) | A kind of application method of energy mechanical swelling and the partially recycled lock pin anchor tube of energy | |
| CN102839663B (en) | Automatic anchor device and application process thereof | |
| CN204753581U (en) | Stake end enlarged footing precast pile | |
| CN205296150U (en) | Novel barb stock | |
| CN201396179Y (en) | Back-resistant self-grout stopping grouting anchor | |
| CN202055244U (en) | Soil compaction type anchor bolt | |
| CN105040693B (en) | End expanding type anti-float anchor rod | |
| CN209430233U (en) | One kind rises shell anchorage head | |
| EP2957675B1 (en) | Ground anchor for anchoring bar-shaped objects, especially posts in urban area (environment) as well as method for positioning them in the ground | |
| CN203308487U (en) | Expansion type recyclable anchor rod | |
| CN203924054U (en) | Variable cross-section anchoring body anchor pole or anchor cable ruggedized construction | |
| CN206092039U (en) | Cover pipe friction formula lets pressure stock | |
| CN203035213U (en) | Expansion type anchor rod | |
| CN105002904B (en) | The construction method of installation of end expanding type anti-float anchor rod | |
| CN201496356U (en) | Undercut anchor | |
| CN201567573U (en) | Anchor rod | |
| CN203741837U (en) | Ground anchor | |
| CN203229975U (en) | Tendon anchorage clamp device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130925 Effective date of abandoning: 20151118 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |