CN203033015U - Earth excavating site bagging device - Google Patents
Earth excavating site bagging device Download PDFInfo
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- CN203033015U CN203033015U CN 201220587197 CN201220587197U CN203033015U CN 203033015 U CN203033015 U CN 203033015U CN 201220587197 CN201220587197 CN 201220587197 CN 201220587197 U CN201220587197 U CN 201220587197U CN 203033015 U CN203033015 U CN 203033015U
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- earth
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- bagging
- bag
- earth work
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Abstract
The utility model discloses an earth excavating site bagging device. With the cognition and study on earth work bags, the earth work bag technology has already been widely used in the construction of water conservancy, rock soil, coasts and harbors. However, a traditional bagging device and a traditional method can not meet the requirement of rapid construction any more, and the application of the earth work bags in short time limit projects is limited. By means of the earth excavating site bagging device, a wooden bagging framework is horizontally placed on a base face and is covered with boxlike earth work bags, site soil materials are excavated by a backer-digger and is vertically placed in the earth work bags and then a locking stirrup rope is tightly tied, the bag mouths of the earth work bags are closed and rapidly sewed up by a manual sewing machine, and the bagging framework is taken out by manpower and is moved to the next vacant position. With such repetitive operation, the construction goals of rapid bagging of site excavated earth and rapid pavement of the earth work bags can be achieved. The bagging device has the advantages of simple and convenient operation, lower cost and rapid construction, and can meet the demands of general engineering and short time limit projects.
Description
One, technical field
The utility model belongs to engineering applications such as water conservancy, ground, seashore, harbour, and the utility model provides a kind of spoil on-the-spot bagging apparatus, utilizes this device to shorten the construction period greatly, improves operating efficiency, reduces engineering cost.
Two, background technology
Geotechnique's bag has the advantages that to improve soil strength, reduce foundation deformation and energy-eliminating shock-absorbing, easy construction, and construction investment is saved in environmental protection, is the new force of water conservancy, Geotechnical Engineering circle.In recent years, geotechnological bag technique has been widely used in road foundation, house foundation, reinforced retaining wall, embankment reinforcement and the channel side slopes processing.For the relatively more nervous engineering of ground resource, do not allow banking up for a long time of spoil, usually spoil is transported outward.And use geotechnique bag can be to spoil recycling on the spot, and still traditional artificial pack mode can have a strong impact on the construction period, expends a large amount of human resources; Especially the bigger weak soil of glutinous grain content is difficult to pack into geotechnological bag with traditional mode.Therefore, utilize the on-the-spot bagging apparatus of a kind of spoil of the utility model exploitation, it is quick, easy to construct, and can address the above problem well, and the widespread use in engineering practice has great importance to geotechnological bag technique.
Three, utility model content
Technical problem to be solved in the utility model provides the on-the-spot bagging apparatus of a kind of spoil.The purpose of this utility model realizes by following technical scheme:
The on-the-spot bagging apparatus of a kind of spoil, it is characterized in that this device made by 2 combinations of pack framework 1 and boxlike geotechnique bag, pack framework 1 is to be pegged graft with two open slot 8 quadratures on the rectangle B plate 7 by four open slots 8 on the rectangle A plate 6 by two rectangle A plates 6 and four rectangle B plates 7 to form, and form two rectangular frame holes 3, wherein Open Side Down for the open slot 8 of rectangle A plate 6 close both sides, rectangle A plate 6 near middle open slot 8 openings upwards, open slot 8 is arranged a L type reinforcement steel disc 4 usefulness screw riveting jails up and down respectively at joint after pegging graft and finishing, center position at pack framework 1 both sides B plate is arranged portable steel tank 5 usefulness screw riveting jails respectively, places a boxlike geotechnique bag 2 in two rectangular frame holes 3 respectively.
The on-the-spot bagging apparatus of described a kind of spoil, it is characterized in that described boxlike geotechnique bag 2 is to cut off four L type corners, 15 back amounting to along dotted line by a rectangle geotechnique woven cloth to form, after having cut L type corner 15, four interior complementary angles 16 bend inwards and sew up with medial surface along separately interior complementary angle lines 17, wide sack 10 outwards bends along B dotted line 19, narrow sack 11 bends inwards along C dotted line 20, the A dotted line 18 of wide sack 10 is sewed up formation wire rope handling band 13 with B dotted line 19, edge and the C dotted line 20 of narrow sack 11 are sewed up, receive locking clip muscle rope 9 to two again and penetrate wire rope handling band 13 respectively, then the two ends of receiving locking clip muscle rope 9 are passed from the sack hole 12 on both sides respectively, receive the two ends of locking clip muscle rope 9 and leave suitable length.
The application of the on-the-spot bagging apparatus of described a kind of spoil in water conservancy, ground, seashore, port construction construction.Can improve pack efficient greatly, avoid the rehandling of geotechnique's bag, the reduction of erection time, save engineering cost.
The principle of this device is as follows: the dimensions that packs framework 1 and boxlike geotechnique bag 2 can prepare according to actual needs, and the volume that guarantees geotechnique's bag is 1.25 times of back digger dipper capacity, the easier compacting of feasible geotechnique's bag; Boxlike geotechnique bag 2 can avoid earth material to overflow near the sack by the ring-stiffened of receipts locking clip muscle rope 9, plays the effect of strengthening the sack constrained force simultaneously.
The utility model is compared with traditional device, has following advantage:
1. the utility model realizes that on-the-spot spoil directly packs, and pack speed is fast;
2. the utility model is applicable to the pack of the weak soil that loose ground building stones, clay even intensity are very low;
3. the utility model uses light-duty pack framework, and the construction alerting ability is better;
4. the boxlike geotechnique bag shape of the utility model use is regular, is convenient to construction and lays.
Four, description of drawings
The on-the-spot bagging apparatus scheme drawing of a kind of spoil of Fig. 1;
Fig. 2 packs the framework scheme drawing;
Fig. 3 packs frame plane figure;
Fig. 4 packs the splicing scheme drawing of framework;
Fig. 5 boxlike geotechnique bag scheme drawing, a is for sealing preceding scheme drawing among the figure, and b is for sealing the back scheme drawing;
Fig. 6 boxlike geotechnique bag birds-eye view, a is for sealing preceding birds-eye view among the figure, and b is for sealing the back birds-eye view;
Fig. 7 boxlike geotechnique bag construction drawing;
Fig. 8 boxlike geotechnique bag size scheme drawing (unit: cm).
Reference numeral: 1-pack framework; 2-boxlike geotechnique bag; 3-rectangular frame hole; 4-L type reinforcement steel disc; 5-portable steel tank; 6-rectangle A plate; 7-rectangle B plate; Open slot on 8-plate; 9-receipts locking clip muscle rope; 10-wide sack; 11-narrow sack; 12-sack hole; 13-wire rope handling band; 14-sewing machine sealing; 15-L type corner; 16-interior complementary angle; 17-interior complementary angle line; 18-A dotted line; 19-B dotted line; 20-C dotted line.
Five, the specific embodiment
The utility model aims to provide a kind of new bagging apparatus, does not limit the dimensions of its object; The utility model need cooperate suitable with back digger or other similar shoveling equipment simultaneously.
Making (the monobucket capacity 0.20m of used back digger of the on-the-spot bagging apparatus of embodiment 1 spoil
3)
This device is made by pack framework 1 and 2 combinations of boxlike geotechnique bag, wherein packing framework 1 is to be pegged graft with two open slot 8 quadratures on the rectangle B plate 7 by four open slots 8 on the rectangle A plate 6 by two rectangle A plates 6 and four rectangle B plates 7 to form, and form two rectangular frame holes 3, wherein Open Side Down for the open slot 8 of rectangle A plate 6 close both sides, rectangle A plate 6 near middle open slot 8 openings upwards, open slot 8 is arranged a L type reinforcement steel disc 4 usefulness screw riveting jails up and down respectively at joint after pegging graft and finishing, center position at pack framework 1 both sides B plate is arranged portable steel tank 5 usefulness screw riveting jails respectively, places a boxlike geotechnique bag 2 in two rectangular frame holes 3 respectively.
Wherein: 1) rectangle A plate 6(is wooden) length 2.6m, high 0.26m, thick 0.02m, its open slot 8 opening 0.02m, dark 0.14m, Open Side Down for the open slot 8 of both sides, and apart from edges of boards 0.05m, middle two open slots, 8 openings make progress, apart from axis 0.05m;
2) rectangle B plate 7(is wooden) length 0.9m, high 0.26m, thick 0.02m, the size of its open slot 8 is identical with rectangle A plate 4, two open slot directions;
3) two rectangle A plates 6 and four rectangle B plates 7 are pegged graft mutually by open slot 8, and with two L type reinforcement steel discs, 4 usefulness screw riveting jails, it is between the upper and lower apart from 0.20m at each joint;
4) the portable steel tank 5 of pack framework 1 both sides designs between two parties, and the steel tank opening size is 0.15m * 0.04m, width 0.03m;
The making of embodiment 2 boxlikes geotechnique bag
Boxlike geotechnique bag 2 is to cut off four L type corners, 15 back amounting to along dotted line by a rectangle geotechnique woven cloth to form, after having cut L type corner 15, four interior complementary angles 16 bend inwards and sew up with medial surface along separately interior complementary angle lines 17, wide sack 10 outwards bends along B dotted line 19, narrow sack 11 bends inwards along C dotted line 20, the A dotted line 18 of wide sack 10 is sewed up formation wire rope handling band 13 with B dotted line 19, edge and the C dotted line 20 of narrow sack 11 are sewed up, receive locking clip muscle rope 9 to two again and penetrate wire rope handling band 13 respectively, then the two ends of receiving locking clip muscle rope 9 are passed from the sack hole 12 on both sides respectively, receive the two ends of locking clip muscle rope 9 and leave suitable length.
1) boxlike geotechnique bag 2 used rectangular weave cloth materials are mekralon (PP), and the concrete size of woven cloth is seen Fig. 8;
2) the warp-wise pulling force 〉=20kN/m of woven cloth, broadwise pulling force 〉=15kN/m is through broadwise percentage elongation≤28%, bursting strength 〉=1.5kN/m;
3) boxlike geotechnique bag 2 is designed to 1.20m * 0.80m * 0.26m(length * wide * height);
4) each boxlike geotechnique bag 2 is installed with two and receives locking clip muscle rope 9, the every long 3.50m of rope;
5) width more than needed of wide sack 10 is 0.43m, and it is 0.07m that narrow sack 11 is sewed up the back wide, and the sack hole 12 on it designs between two parties, spacing 0.04m, its diameter 0.06m.
Claims (1)
1. the on-the-spot bagging apparatus of a spoil, its feature is made being that this device is made up by pack framework (1) and boxlike geotechnique's bag (2), pack framework (1) is to be pegged graft with two open slots (8) quadrature on the rectangle B plate (7) by four open slots (8) on the rectangle A plate (6) by two rectangle A plates (6) and four rectangle B plates (7) to form, and form two rectangular frame holes (3), wherein Open Side Down for the open slot (8) of the close both sides of rectangle A plate (6), rectangle A plate (6) near middle open slot (8) opening upwards, open slot (8) is pegged graft to finish and is afterwards arranged a L type reinforcement steel disc (4) usefulness screw riveting jail up and down respectively at joint, arrange a portable steel tank (5) usefulness screw riveting jail respectively at the center position of pack framework (1) both sides B plate, place boxlike geotechnique's bag (2) in two rectangular frame holes (3) respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220587197 CN203033015U (en) | 2012-11-09 | 2012-11-09 | Earth excavating site bagging device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220587197 CN203033015U (en) | 2012-11-09 | 2012-11-09 | Earth excavating site bagging device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203033015U true CN203033015U (en) | 2013-07-03 |
Family
ID=48685154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220587197 Withdrawn - After Issue CN203033015U (en) | 2012-11-09 | 2012-11-09 | Earth excavating site bagging device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203033015U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926373A (en) * | 2012-11-09 | 2013-02-13 | 河海大学 | Excavated soil on-site bagging device and on-site soilbag paving construction method |
-
2012
- 2012-11-09 CN CN 201220587197 patent/CN203033015U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102926373A (en) * | 2012-11-09 | 2013-02-13 | 河海大学 | Excavated soil on-site bagging device and on-site soilbag paving construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130703 Effective date of abandoning: 20141119 |
|
| RGAV | Abandon patent right to avoid regrant |