CN2931578Y - Side slope and dam bank installation - Google Patents
Side slope and dam bank installation Download PDFInfo
- Publication number
- CN2931578Y CN2931578Y CN 200620124401 CN200620124401U CN2931578Y CN 2931578 Y CN2931578 Y CN 2931578Y CN 200620124401 CN200620124401 CN 200620124401 CN 200620124401 U CN200620124401 U CN 200620124401U CN 2931578 Y CN2931578 Y CN 2931578Y
- Authority
- CN
- China
- Prior art keywords
- sand bag
- side slope
- kan
- anchor pole
- joint cover
- 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.)
- Expired - Fee Related
Links
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses a side slope sill lip equipment, which comprises a multilayer sand bags (1) fixed on the groundsill (3) and a roof bolt (2), the roof bolt goes through at least one layer of sand bags and inserts into one layer of sand bags which is at least under one layer of sand bags or inserted into the foundation. The utility model is capable of improving the whole intensity and stability of the side slope sill lip equipment as the roof bolt links the sand bags together.
Description
Technical field
The utility model relates to a kind of side slope Ba Kan device.
Background technology
At present, when in to engineerings such as water conservancy, lake, river, highway, railway, massif bank protection and roof greenings, bank protection or body of wall being constructed, utilize the sand bag to constitute that side slope Ba Kan device is used for bank protection or body of wall is known.This side slope Ba Kan device is compared with the construction of traditional hardware constructional materials, has many-sided outstanding advantage, for example, can make that bank protection or body of wall realize that vegetationization, construction cost are low, short construction period, construction pollution be little or the like.But, compare with traditional hardware constructional materials construction, because this side slope Ba Kan device is just simply built by the sand bag, its intensity only depends on the frictional force between the adjacent sand bag, so bulk strength is lower.
Therefore, in order to overcome the lower shortcoming of above-mentioned side slope Ba Kan device bulk strength, CN 2701912 Y disclose a kind of side slope Ba Kan device, sand bag by the can sand is built, be provided with to connect between the described up and down two-layer sand bag and buckle, this connection is detained and is comprised joint cover, joint cover be respectively equipped with several protruding thorns on two planes up and down, protruding thorn penetrates in the sand bag, and has at least the protruding thorn on the face to penetrate respectively in two adjacent sand bags.
By technique scheme, owing to utilize to connect to detain the sand bag is bound up each other, therefore can improve the bulk strength of side slope Ba Kan device.But the joint cover up and down general length of protruding thorn on two planes is shorter, and it is whole by the nonmetals manufacturing to connect button, and therefore effect is unsatisfactory aspect the bulk strength that increases side slope Ba Kan device; In addition because it is special to connect the button shape, make with transportation in all can cause the relative raising of cost.
The utility model content
The purpose of this utility model provides a kind of side slope Ba Kan device, can significantly increase its bulk strength and steadiness, and can reduce cost.
In order to realize this purpose, the utility model provides a kind of side slope Ba Kan device, this device comprises multilayer sand bag and the anchor pole that is positioned on the ground, and this anchor pole passes one deck sand bag at least and is inserted into and is arranged in this sand bag or ground of one deck below one deck sand bag at least.Thus, neighbouring two sand bags or ground and the first floor sand bag above the ground can be bound up securely by anchor pole at least.
Advantage of the present utility model is, owing to having utilized anchor pole that the sand bag is bound up each other, so can significantly improve the bulk strength and the steadiness of side slope Ba Kan device.
Description of drawings
Fig. 1 is the structural representation according to the side slope Ba Kan device of first kind of embodiment of the utility model.
Fig. 2 is the structural representation according to the side slope Ba Kan device of second kind of embodiment of the utility model.
Fig. 3 is the structural representation of the anchor pole that uses in the utility model.
Fig. 4 is the structural representation of the another kind of anchor pole that uses in the utility model.
Fig. 5 is the structural representation of the another kind of anchor pole that uses in the utility model.
Fig. 6 is the part-structure schematic diagram according to the side slope Ba Kan device of the third embodiment of the utility model.
Fig. 7 is the part floor map according to the side slope Ba Kan device of the 4th kind of embodiment of the utility model.
Fig. 8 is that of the side slope Ba Kan device shown in Fig. 7 becomes example.
The specific embodiment
Below with reference to the accompanying drawings the specific embodiment of the present utility model is elaborated.
The utility model provides a kind of side slope Ba Kan device, this device comprises multilayer sand bag 1 and the anchor pole 2 that is positioned on the ground 3, and this anchor pole 2 can pass one deck sand bag at least and be inserted into and be arranged in this sand bag or ground of one deck below one deck sand bag at least.Thus, neighbouring two sand bags or ground and the first floor sand bag above the ground can be bound up securely by anchor pole at least.
Fig. 1 is the side slope dam bank schematic representation of apparatus of expression according to first kind of embodiment of the utility model.As shown in Figure 1, this side slope Ba Kan device is built by a plurality of sand bags 1, and wherein, this device also comprises anchor pole 2, and this anchor pole 2 can pass one deck sand bag and be inserted into sand bag or the ground 3 that is arranged in one deck below this sand bag.Therefore, being positioned at one deck sand bag on the ground 3 (below be referred to as " first floor sand bag ") is bound up with ground 3 securely by anchor pole 2.Be positioned at sand bag above the first floor sand bag (following be referred to as successively the second layer, the 3rd layer ..., n layer sand bag) above neighbouring two-layer sand bag also can be bound up by anchor pole 2 each other securely.Therefore, when the sand bag is built into side slope Ba Kan device, the sand bag is staggered each other to be piled up, and the adjacent two-layer sand bag up and down that connects first floor sand bag and ground successively and (comprise first floor sand bag) more than the first floor sand bag with anchor pole, thus all sand bags and ground all are tightly linked into an integral body, thereby have improved the intensity and the steadiness of whole side slope Ba Kan device greatly.
In order to increase bond strength,, require anchor pole to have higher intensity usually even make and also can not be shifted mutually or stagger when being subjected to bigger external impacts between the sand bag that is connected with each other.Therefore, preferably, anchor pole is by the higher relatively material manufacturing of hardness, for example metal material such as steel or cast iron etc., the perhaps higher rigid plastics of hardness.When anchor pole was made by metal material such as cast iron, anchor pole is the meeting corrosion in long-time use, therefore, preferably can around the anchor pole that metal material is made layer protective layer be set, and for example made one deck plastic layer or chromium layer, got rusty to prevent anchor pole.
As shown in Figure 3, in order to provide convenience in work progress, preferably an end (insertion end) of anchor pole 2 forms tip 21, therefore when anchor pole 2 is inserted into sand bag 1 or ground 3, can insert very like a cork.In addition, in order to further facilitate construction, can be preferably formed with size at the other end (hitting end) of anchor pole 2 and become big flange 23.Flange 23 generally is a round flange, but also can form square or triangle or other erose flange.In this case, when construction, even do not need to utilize the instrument that beats of specialty, and just utilize some wooden sticks or other anchor pole just can like a cork anchor pole 2 be inserted in the sand bag 1.In addition, the flange 23 on the anchor pole 2 can also prevent anchor pole 2 whole submerging in sand bag 1 by stopping of sand bag 1, therefore when dismounting side slope Ba Kan device, can also easily utilize anchor pole 2 is pulled out from sand bag 1.
As shown in Figure 4, in order to prevent after anchor pole 2 is in being inserted into sand bag 1 outwards play, and, can on the body of rod 22 of anchor pole 2, hangnail 24 be set in order to increase the connection steadiness between the sand bag 1.Hangnail 24 among Fig. 4 is tab-like to be formed on the external surface of the body of rod 22.In addition, as shown in Figure 5, described hangnail 24 also can be towards the body of rod 22 inner formation on the body of rod 22.The latter may be convenient in the processing and manufacturing process, for example utilizes cutter to cut a sharp groove on the external surface of the body of rod 22 and get final product.
Fig. 2 is the side slope dam bank schematic representation of apparatus of expression according to second kind of embodiment of the utility model.In second kind of embodiment, the side slope Ba Kan device in side slope Ba Kan device and the first kind of embodiment is basic identical, and difference only has been to utilize the more longer anchor pole of some length.As shown in Figure 2, between neighbouring two-layer sand bag 1, utilize the longer anchor pole of length 2 continuous three layers of sand bag 1 or two-layer sand bag and ground can be closely linked together, can further improve the steadiness of side slope Ba Kan device thus.
The utility model is in the restriction that has nothing special aspect the length of anchor pole 2, and it can select to use according to actual conditions.But, when selecting to use the anchor pole of different length, need consider the factor of manufacturing cost and easy construction aspect.For example,, then obviously can increase construction cost, and cause construction inconvenient if rock-bolt length is long.If the length of anchor pole is too short, then may not reach the purpose of firm side slope Ba Kan device.So the length of anchor pole is preferably 1.3 to 3 times of single sand bag thickness.
Fig. 6 represents the part schematic diagram of the side slope Ba Kan device of the third embodiment according to the present invention.As shown in Figure 6, the third embodiment of the present utility model is compared with above-mentioned two kinds of embodiments, has increased joint cover 4 in addition, and this joint cover can be positioned at least on one deck sand bag 1, this joint cover is equally preferably by metal material or rigid plastics manufacturing, to increase its intensity.Have through hole 41 on this joint cover 4, can allow the body of rod 22 of anchor pole 2 pass freely through, but the size of through hole 41 is significantly less than the size of flange 23.Therefore, after anchor pole 2 passes through hole 41 on the joint cover 4, be inserted into again in the sand bag 1, neighbouring sand bag 1 and/or ground are bound up.What distributes and can select as the case may be the concrete quantity that joint cover 4 uses.For example, not very high occasion to requirement of strength, can on every two-layer sand bag, joint cover be set, perhaps only on the first floor sand bag and on the top layer sand bag joint cover is being set.In the occasion higher, then can on every layer of sand bag, joint cover be set all to requirement of strength.Therefore, the utility model does not limit the concrete distribution and the applicable cases of joint cover, so no matter how joint cover is arranged, all should fall within the scope of the present utility model.
In this embodiment owing to adopted joint cover 4 bigger with the area that sand bag 1 contacts, so the flange 23 that can avoid sand bag 1 to be connected on the bar 2 destroy, thereby can increase connection steadiness between anchor pole 2 and the sand bag 1.And, utilize joint cover 4, also further increased the connection between anchor pole 2 and the sand bag 1 and the convenience of dismounting.
In addition, on single joint cover 4, can form a plurality of through holes 41 as required.
As shown in Figure 7, according to the 4th kind of embodiment of the present utility model, two through holes 41 on single joint cover 4, have been formed, therefore when anchor pole 2 being passed through hole 41 and is inserted in the sand bag 1, not only can adjacent two-layer sand bag 1 up and down be bound up by anchor pole 2, be bound up but also can will be positioned at horizontal or adjacent longitudinally two the sand bags 1 on one deck, thereby further improved the steadiness of whole side slope Ba Kan device by this joint cover 4.
As shown in Figure 8, joint cover 4 is wherein compared with the joint cover among Fig. 7, and its left and right sides has 2 through holes 41 respectively, with two sand bags 1 about the difference correspondence.Thus, can improve two bond strength between the sand bag 1.
Be appreciated that by foregoing the utility model is not particularly limited equally to the quantity and the arrangement of the through hole on the joint cover.That is to say, needs according to actual conditions, can on a joint cover, a plurality of through holes be set, these through holes can only be positioned on the sand bag, also can be positioned at adjacent two, four or more a plurality of sand bag on one deck, can be symmetrically distributed on the different sand bags, also can distribution or asymmetrical distribution on different sand bags, in a side slope Ba Kan device, can use the joint cover of same structure, also can mix the joint cover that uses different structure, or the like.All these embodiments all should fall within the protection domain of the present utility model.
In the utility model, all have no particular limits for stacking method of the concrete shape of the quantity of through hole on the shape of joint cover, the joint cover and arrangement, anchor pole and length, sand bag or the like.Because these situations can be selected according to practice situation to those skilled in the art at an easy rate, therefore in manual of the present utility model, just no longer these situations are enumerated explanation in more detail in construction.
In the utility model,, can significantly increase the bulk strength and the steadiness of the side slope Ba Kan device of building by the sand bag owing to utilized anchor pole and/or joint cover that the sand bag is bound up each other.In addition,, can also adopt some other technological means of the prior art, connection net or geology net etc. for example are set on side slope Ba Kan device in order further to increase the bulk strength of side slope Ba Kan device.
Claims (11)
1, a kind of side slope Ba Kan device, this device comprises the multilayer sand bag that is positioned on the ground, it is characterized in that this device also comprises anchor pole, this anchor pole passes one deck sand bag at least and is inserted into and is arranged in this sand bag or ground of one deck below one deck sand bag at least.
2, side slope Ba Kan device according to claim 1 is characterized in that, described anchor pole passes neighbouring two-layer sand bag and is inserted into sand bag or the ground that is arranged in one deck below the described two-layer sand bag.
3, side slope Ba Kan device according to claim 1 is characterized in that, an end of described anchor pole is the tip that size diminishes gradually.
According to claim 1 or 3 described side slope Ba Kan devices, it is characterized in that 4, the other end of described anchor pole has size and becomes big flange.
5, side slope Ba Kan device according to claim 4, it is characterized in that, this device also comprises joint cover, this joint cover is positioned at least on one deck sand bag, have the through hole that can allow anchor pole pass freely through but can stop flange pass through on this joint cover, described anchor pole pass successively on the joint cover through hole and at least one deck sand bag and being inserted into be arranged in this sand bag or ground of one deck below one deck sand bag at least.
6, side slope Ba Kan device according to claim 5 is characterized in that, described joint cover is between the two-layer sand bag and/or on the superiors' sand bag.
7, according to claim 5 or 6 described side slope Ba Kan devices, it is characterized in that, through hole on the described joint cover has a plurality of, and joint cover covers on two adjacent sand bags with one deck sand bag at least, and the through hole on the joint cover is distributed in each sand bag top.
8, side slope Ba Kan device according to claim 7, it is characterized in that, joint cover covers on two adjacent sand bags with one deck sand bag, a part of through hole on the joint cover is arranged in the top of one in two adjacent sand bags, and a part of in addition through hole is arranged in the top of two adjacent sand bag another ones.
9, side slope Ba Kan device according to claim 8 is characterized in that, joint cover is a plurality of, and every pair of two adjacent sand bag tops all cover joint cover.
10, side slope Ba Kan device according to claim 1 or 5 is characterized in that having hangnail on the body of rod of described anchor pole.
11, side slope Ba Kan device according to claim 1 is characterized in that, described anchor pole comprises the Metallic rod core and is coated on Metallic rod core topping on every side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620124401 CN2931578Y (en) | 2006-07-14 | 2006-07-14 | Side slope and dam bank installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620124401 CN2931578Y (en) | 2006-07-14 | 2006-07-14 | Side slope and dam bank installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2931578Y true CN2931578Y (en) | 2007-08-08 |
Family
ID=38348078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620124401 Expired - Fee Related CN2931578Y (en) | 2006-07-14 | 2006-07-14 | Side slope and dam bank installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2931578Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758139A (en) * | 2014-01-27 | 2014-04-30 | 浙江水利水电学院 | Vegetation type anchor rod ecological bag and slope protection method thereof |
-
2006
- 2006-07-14 CN CN 200620124401 patent/CN2931578Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103758139A (en) * | 2014-01-27 | 2014-04-30 | 浙江水利水电学院 | Vegetation type anchor rod ecological bag and slope protection method thereof |
| CN103758139B (en) * | 2014-01-27 | 2016-04-06 | 浙江水利水电学院 | Vegetation type anchor rod ecological bag and bank protecting method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4662946A (en) | Strengthening a matrix | |
| US20050252153A1 (en) | Rod-reinforced cushion beam | |
| CN2931578Y (en) | Side slope and dam bank installation | |
| DE102007037339B4 (en) | Gabion wall with sound-insulating, monolithic concrete layer | |
| DE2062477A1 (en) | Method and device for protecting and / or stabilizing inclined surfaces | |
| US20040074180A1 (en) | Rod-reinforced cushion beam | |
| DE102008009057A1 (en) | Anchorage for wooden pole structure carrying e.g. inter-urban electric lines, of power supply industry, has tube with upper section that holds base of wooden pole, where grit layer and filling grit support pole within upper section of tube | |
| DE2726692C3 (en) | Bank revetment | |
| DE3438204A1 (en) | DEVICE FOR SANDING ON COAST | |
| EP1911885B1 (en) | Erosion protection mattress | |
| CN203096686U (en) | Novel composite structure combining long piled wharf and shore-connecting structure | |
| DE202017005092U1 (en) | Damping protection for pile dwellings in a fluid medium | |
| CN205409134U (en) | Contain assembled anchor system of grabbing power grasp | |
| US864481A (en) | Wing-dam or dike construction for riprap. | |
| CA1210942A (en) | Strengthening a matrix | |
| CN218540652U (en) | Drainage plate inserting plate steel shoe, device and rail vibration plate inserting machine | |
| DE2250693A1 (en) | BASIC PILLARS AND PROCEDURE FOR PLACING THEM INTO SOIL | |
| DE102008047654A1 (en) | Dike protection system of flow steering mat for protection of inland and flow dikes in road, is made of two different base elements in form of equilateral triangles with raised segmentations for influencing flow in all flow directions | |
| DE102017108979B3 (en) | Breakwater device for coastal and shore protection | |
| GB2136858A (en) | Strengthening a matrix | |
| WO2003060237A9 (en) | Afforestation and snow-slip preventer | |
| EP1182298A1 (en) | Method of ecologically dewatering weak ground of high water content | |
| DE1634589C3 (en) | Pile grid made of concrete piles | |
| Spradlin | The identification of market opportunities for wood in the United States Transportation System | |
| JPS5941235Y2 (en) | Sheet material for foundation construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20070808 Termination date: 20120714 |