A kind of foundation earth anchor
Technical field
The utility model relates to garden equipment, particularly relates to a kind of foundation earth anchor.
Background technology
Trunk is toppled over not only affects traffic but also produce very large economic loss.At present, street tree or greenery patches generally adopt trunk top fixation, and such as single concrete stake, four pins, four steel wire cables are fixed in the trunk portion of trees.Because the concrete column as support section in the fixation of top or steel wire cable etc. are exposed to outside ground, consequently both affected attractive in appearance, and taken again larger ground space and cause and have inconvenient traffic.
China Patent No. 98120128 disclose a kind of support trees method and root is potted plant puts apparatus, it needs to do corresponding cultivation according to the size of the trees tree root of different-diameter and puts apparatus, thus cannot adapt to the tree root part of trees of various different-diameter, use inconvenience; Further, ground prop cannot be implemented again after planting tree; And cost is high.
China Patent No. 200820153917 discloses a kind of ground anchor type underground supporting device for trees, and it mainly fixes tree soil ball by bandage, plays certain ground prop effect together with the earth anchor hammering into underground.Owing to being only be applied in tree soil ball by support force, therefore its actual support effect is poor, is unfavorable for resisting the natural calamities such as typhoon.And use for a long time, bandage easily rots and distortion, can not reuse.
Utility model content
For solving the problem, needing to work out and a kind ofly have better underground fixation, low cost, recyclable, simple and practical bracing or strutting arrangement, prevent trees from lodging.
The utility model discloses a kind of foundation earth anchor, comprise anchor log and connector, it is characterized in that, described anchor log is made up of the anchor head in one, anchor body, anchor tail; Described anchor head is cone structure; Described connector comprises handle and hand point; Described anchor tail, described handle, described hand point connect successively; Described hand point is for connecting the root of plant.
In a better embodiment of the present utility model, the cross section of described anchor body and described anchor tail is in square, triangle or other polygons.
In another better embodiment of the present utility model, described hand point comprises steel nail; Described steel nail is arranged on the front end of described handle.
In another better embodiment of the present utility model, described anchor tail is be flexibly connected with described connector.
In another better embodiment of the present utility model, described connector also comprises movable part, screw rod, the 1st nut, the 2nd nut, the 3rd nut, the 4th nut; Described anchor tail is hollow structure; Described screw rod, through behind one end of described movable part, passes across described anchor tail, then passes the other end of described movable part; The two ends of described screw rod are fixed with described 1st nut and the 2nd nut respectively; The stage casing of described movable part is provided with hole, and one end of described handle is through described hole; The both sides in described hole are respectively with described 3rd nut with the 4th nut fixes described handle in order to avoid described handle slidably reciprocates in the hole; Described movable part can with described screw rod for axle rotates relative to described anchor log; Described handle can with the center of its cross section for axle rotates in described hole.
In another better embodiment of the present utility model, described anchor log is piling bar; The cross-sectional area of described anchor body and anchor tail is 10-50 times of the cross-sectional area of described handle.
In another better embodiment of the present utility model, described anchor log is one-body molded with described handle or is fixedly connected with; At an angle, angular dimension is 30 °-150 ° for described anchor log and described handle shape.
In another better embodiment of the present utility model, described anchor log is drill rod; The cross section of described anchor body is identical with the cross section size of described handle.Be mainly used in temporary fixed.Such as during new sapling plantation, when described foundation earth anchor being taken out after sapling plantation survival, be beneficial to more efficient repeated application.
In another better embodiment of the present utility model, described hand point comprises steel plate strip, the 1st steel nail, the 2nd steel nail and the 3rd steel nail; Described steel plate strip is arranged on the front end of described handle; Described 1st steel nail, described 2nd steel nail, described 3rd steel nail are all arranged in described steel plate strip.
In another better embodiment of the present utility model, described hand point comprises steel plate strip, the 1st steel nail, the 2nd steel nail and the 3rd steel nail; Described steel plate strip is arranged on the front end of described handle; Described 1st steel nail is arranged on the forward end of described handle; Described 2nd steel nail, described 3rd steel nail are arranged in described steel plate strip.
In another better embodiment of the present utility model, described foundation earth anchor is structure of steel product, plating zinc on surface or be stainless steel.
Preferably, described steel plate strip has certain radian better to adapt to trees ' root surface, makes described 2nd steel nail and described 3rd steel nail oblique cutting enter in tree root simultaneously, and described 2nd steel nail and described 3rd steel nail are not drawn out easily under stress.
Preferably, described 2nd steel nail, described 3rd steel nail are movably arranged in described steel plate strip.In installation process, first hammer into described 1st steel nail, more described 2nd steel nail, described 3rd steel nail are arranged in described steel plate strip, and hammer into root.
The installation process of foundation earth anchor described in the utility model is as follows:
Step one, described anchor log is stood in the main root limit controlled range of trees;
Step 2, be fixed on by sleeve on the anchor tail of described anchor log, artificial weight beats described sleeve, and described anchor log is squeezed into soil;
Step 3, deeply stop beaing to Suitable depth in soil when described anchor log;
Step 4, the hand point hand hammer of described connector is hammered in tree root;
Step 5, equating place, complete the installment work of foundation earth anchor.
Be the foundation earth anchor be flexibly connected for anchor log and connector, the hand point hand hammer of described connector hammers in tree root after being specially the connection by described anchor log and described connector by described step 4.
When described foundation earth anchor takes out by needs from soil, described foundation earth anchor can be taken out with trivet and bottle gouard moved by hands.
Machining in workshop of foundation earth anchor described in the utility model, its installation process is manual operation, does not form the environmental issue such as noise, dust.
The horizontal drag that a kind of better embodiment of foundation earth anchor described in the utility model can reach is 20,000 Ns (being called for short KN).
For strain trees, be fixed with 1-3 root foundation earth anchor described in the utility model.Preferably with 3 foundation earth anchorages described in the utility model.
The beneficial effect that the utility model can reach is:
1, be fixed on the main root system of trees by hand point, thus possess better supporting role, can effectively resist the natural calamities such as typhoon and cause trees to lodge, drag is stronger.
2, the utility model is installed and is taken out simple and convenient.
3, surface of the present utility model can be zinc-plated or be stainless steel, has corrosion-resisting function, reusable.
4, the utility model is little compared with bracing or strutting arrangement scale of constructions such as concrete columns, convenient transportation.
Accompanying drawing explanation
Fig. 1 is the stereogram of embodiment one of the present utility model.
Fig. 2 is the vertical view of embodiment one of the present utility model.
Fig. 3 is the stereogram of embodiment two of the present utility model.
Fig. 4 is the stereogram of embodiment three of the present utility model.
Embodiment
Below in conjunction with drawings and Examples, the utility model is further described.
Embodiment one
A kind of foundation earth anchor as shown in Figure 1, 2, comprises anchor log and connector.Described anchor log is made up of the anchor head 1 in one, anchor body 2 and anchor tail 3, is steel pile structure.Anchor head 1 is in conical structure; Anchor body 2 and anchor tail 3 in cylindrical structure, and are hollow structure.Described connector comprises screw rod 4, the 1st nut 5, the 2nd nut 6, the 3rd nut 7, the 4th nut 8, movable part 9, handle 10, hand point.Described hand point comprises steel plate strip 11, the 1st steel nail 12, the 2nd steel nail 13, the 3rd steel nail 14.
Movable part 9 is in the shape of a hoof, and it is outside that part is enclosed in anchor tail 3.Screw rod 4 is successively through the other end of one end of movable part 9, anchor tail 3, movable part 9.The two ends of screw rod 4 are fixed with the 1st nut 5 and the 2nd nut 6 respectively.Handle 10 through the hole on movable part 9 stage casing, the both sides in described hole respectively with the 3rd nut 7 and the 4th nut 8 fixed handle 10 in order to avoid handle 10 slidably reciprocates in the hole; Handle 10 can with its cross section center of circle for axle rotates in described hole, to adapt to the diverse location angle at trees ' root place.Movable part 9 can rotate relative to anchor tail 3 for axle with screw rod 4, thus band fixed handle 10 and described hand point move up and down, to adapt to the diverse location height at trees ' root place.Steel plate strip 11 is arranged on the front end of handle 10, and the 1st steel nail 12 and the 2nd steel nail 13 points are located at the two ends of steel plate strip 11, and the 3rd steel nail 14 is arranged on the end of the front end of handle 10.
Anchor body 2 in Fig. 1 adopts omissive representation.
During installation, the general not requirement of angle in soil squeezed into by the anchor log of described foundation earth anchor, and can vertically squeeze into, the certain angle that also can tilt is squeezed into.One strain trees can use 1 ~ 3 described foundation earth anchor to be fixed near its main root.
Drag is tested: described anchor log is that ordinary steel material is made, plating zinc on surface.Anchor head 1 is solid construction; Anchor body 2 and anchor tail 3 are hollow-core constructions, and its external diameter is 80mm, and internal diameter is 70mm.Described connector is that stainless steel material is made.
One, single foundation earth anchor drag test
Table 1 is the trees for 4 meters, same tree crown centre distance ground, after the described foundation earth anchorage trees ' root of single different length, in the drag size that overhead 2 meters of height chest expanders record, and the drag size recorded at distance 2 meters, ground chest expander with these trees of unrooted base anchor process.
Table 1 single foundation earth anchor drag results contrast
Single foundation earth anchor length or unrooted base anchor |
The drag (kg) at 2 meters of |
The drag (kg) at 4 meters of |
0.6m |
1490 |
745 |
0.8m |
2232 |
1116 |
1.0m |
2406 |
1203 |
Unrooted base anchor |
796 |
398 |
The drag at 2 meters of is the drags recorded by chest expander; The drag at 4 meters of is drags that tree crown center and main wind-engaging blast place can bear, and is calculated by formula F 1 × L1=F2 × L2.F1 represents the drag at 2 meters of; L1 represents the distance of F1 distance tree root, is 2 meters herein; F2 represents the drag at 4 meters of; L1 represents the distance of F2 distance tree root, is 4 meters herein.
Single foundation earth anchor considerably increases the drag of trees as shown in Table 1.
Two, three foundation earth anchor drag tests
Table 2 is the trees for 4 meters, same tree crown centre distance ground, after the described foundation earth anchorage trees ' root of three equal length of three groups of different lengths, in the drag size that overhead 2 meters of height chest expanders record, and the drag size recorded at distance 2 meters, ground chest expander with these trees of unrooted base anchor process.
Table 2 three foundation earth anchor drag results contrast
Three foundation earth anchor length or unrooted base anchor |
The drag (kg) at 2 meters of |
The drag (kg) at 4 meters of |
0.6m |
2252 |
1126 |
0.8m |
2354 |
1177 |
1.0m |
2716 |
1368 |
Unrooted base anchor |
726 |
363 |
Three foundation earth anchors considerably increase the drag of trees as shown in Table 2.
For the trees on 4 meters, the tree crown centre distance ground of one tree, suppose that its area perpendicular to wind direction plane is 6 square metres.So when wind-force reach very large intensity time, when such as to produce perpendicular to the blast of every square metre in wind direction plane be 130kg, strong wind is 780kg to its blast produced.From table 1 and table 2, except the described single earth anchor of single 0.6m can not resist strong wind now, foundation earth anchor cited in table all effectively can resist the strong wind of this blast size.And during the anchor of unrooted base, these trees then cannot resist the strong wind of this blast size.
Embodiment two
A kind of foundation earth anchor as shown in Figure 3, comprises anchor log and connector.Described anchor log is made up of the anchor head 1 in one, anchor body 2 and anchor tail 3, is drill rod structure.Anchor head 1 is in conical structure; Anchor body 2 and anchor tail 3 are in cylindrical structure.Described connector comprises handle 10, hand point.Described hand point comprises steel plate strip 11, the 1st steel nail 12, the 2nd steel nail 13, the 3rd steel nail 14.
Handle 10 is welded on anchor tail 3, and the angle of formation is 75 °.Steel plate strip 11 is arranged on the front end of handle 10, and the 1st steel nail 12 and the 2nd steel nail 13 points are located at the two ends of steel plate strip 11, and the 3rd steel nail 14 is arranged on the centre of steel plate strip 11.
Anchor body 2 in Fig. 3 adopts omissive representation.
During installation, the anchor log of described foundation earth anchor is squeezed in soil with the angle favouring ground 30-85 °.Preferably squeeze in soil with 60 ° of angles.Described foundation earth anchor entirety is structure of steel product, and surface is stainless steel, and its horizontal drag is 15KN.One strain trees can use 3 described foundation earth anchors to be fixed near its main root radially.
Embodiment three
A kind of foundation earth anchor as shown in Figure 4, comprises anchor log and connector.Described anchor log is made up of the anchor head 1 in one, anchor body 2 and anchor tail 3, is drill rod structure.Anchor head 1 is in conical structure; Anchor body 2 and anchor tail 3 are in cylindrical structure.Described connector comprises handle 10, hand point.Described hand point comprises steel plate strip 11, the 1st steel nail 12, the 2nd steel nail 13, the 3rd steel nail 14.
Handle 10 is welded on anchor tail 3, and the angle of formation is 75 °.Steel plate strip 11 has certain radian, is arranged on the front end of handle 10; 1st steel nail 12 and the 2nd steel nail 13 points are located at the two ends of steel plate strip 11; 3rd steel nail 14 is vertically set on the end of handle 10.
Anchor body 2 in Fig. 4 adopts omissive representation.
During installation, the anchor log of described foundation earth anchor is squeezed in soil with the angle favouring ground 30-85 °.Preferably squeeze in soil with 60 ° of angles.Described foundation earth anchor entirety is iron structure, and surface is stainless steel, and its horizontal drag is 15KN.One strain trees can use 3 described foundation earth anchors to be fixed near its main root radially.When being mainly used in the plantation of new sapling, when described foundation earth anchor being taken out after sapling plantation survival, be beneficial to more efficient repeated application.
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without the need to creative work.Therefore, all technical staff in the art according to design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should by the determined protection domain of claims.