CN110117966A - Soil engineering bag stacks fixed retaining wall structure - Google Patents

Soil engineering bag stacks fixed retaining wall structure Download PDF

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Publication number
CN110117966A
CN110117966A CN201910407102.8A CN201910407102A CN110117966A CN 110117966 A CN110117966 A CN 110117966A CN 201910407102 A CN201910407102 A CN 201910407102A CN 110117966 A CN110117966 A CN 110117966A
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CN
China
Prior art keywords
soil engineering
engineering bag
fixed
bag
slope
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.)
Granted
Application number
CN201910407102.8A
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Chinese (zh)
Other versions
CN110117966B (en
Inventor
邹俊峰
李红波
吴胤
黄思光
高升坚
付文光
戴锦鸿
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shenzhen Gongkan Geotechnical Group Co Ltd
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Shenzhen Gongkan Geotechnical Group Co Ltd
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Application filed by Shenzhen Gongkan Geotechnical Group Co Ltd filed Critical Shenzhen Gongkan Geotechnical Group Co Ltd
Priority to CN201910407102.8A priority Critical patent/CN110117966B/en
Publication of CN110117966A publication Critical patent/CN110117966A/en
Application granted granted Critical
Publication of CN110117966B publication Critical patent/CN110117966B/en
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Classifications

    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G27/00Self-acting watering devices, e.g. for flower-pots
    • A01G27/02Self-acting watering devices, e.g. for flower-pots having a water reservoir, the main part thereof being located wholly around or directly beside the growth substrate
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/029Receptacles for seedlings
    • A01G9/0293Seed or shoot receptacles
    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/029Receptacles for seedlings
    • A01G9/0295Units comprising two or more connected receptacles
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • E02D29/0233Retaining or protecting walls comprising retention means in the backfill the retention means being anchors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Environmental Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The present invention relates to the technical fields of soil engineering bag retaining wall, it discloses soil engineering bag and stacks fixed retaining wall structure, including wall and reinforcement assembly on the slope is arranged, wall includes multiple soil engineering bag layers, along from top to bottom, in being stacked, reinforcement assembly is placed between adjacent soil engineering bag layer multiple soil engineering bag layers, and adjacent soil engineering bag layer is in respectively fixed and arranged with reinforcement assembly;Soil engineering bag layer includes multiple soil engineering bags, multiple soil engineering bags are in successively fixed and horizontally disposed, and the inside of soil engineering bag forms top chamber and bottom cavity, and top chamber fills different packing materials from bottom cavity respectively, the top chamber of soil engineering bag arranges that the bottom cavity of soil engineering bag is arranged away from slope direction close to slope.In this way, selecting different packing materials according to the needs of engineering, enhance the scope of application of retaining wall structure, meanwhile, reduce economic cost;In addition, soil engineering bag both ends geological environment is different, different packing materials corresponds to different geological environments, improves the stability on slope.

Description

Soil engineering bag stacks fixed retaining wall structure
Technical field
The invention patent relates to the technical fields of soil engineering bag retaining wall, and fixed gear is stacked in particular to soil engineering bag Earth wall construction.
Background technique
Retaining wall is always that China's engineering applies a kind of more universal engineering structure in practice, it be widely used in road, In water conservancy, Industrial and Civil Engineering, the reduction amount of banketing can be played, guarantees that subgrade stability and riverfront area prevent river degradation The effects of.
Existing soil engineering bag retaining wall often utilizes soil engineering bag to form retaining wall, fills a kind of material in soil engineering bag, than Such as sandstone, concrete, rubble gravel fill different materials according to the geological state of front wall back and use condition difference.
Using above-mentioned soil engineering bag retaining wall, LP blades, flood control, coast protection, in terms of, fill one kind Occasionally there are its limitations for the earth bag retaining wall of material, and the geological state and use condition of wall front wall back are different, before retaining wall The influence that rear side generates is different, so the earth bag retaining wall of filling homogenous material is not able to satisfy Practical Project demand sometimes, The different environment in wall front and back can not be coped with.
Summary of the invention
Fixed retaining wall structure is stacked the purpose of the present invention is to provide soil engineering bag, it is intended to solve in the prior art, soil The single problem of work bag packing material.
The invention is realized in this way soil engineering bag stacks fixed retaining wall structure, including wall on the slope is arranged And reinforcement assembly, the wall include multiple soil engineering bag layers, along from top to bottom, multiple soil engineering bag layers are in be stacked, The reinforcement assembly is placed between the adjacent soil engineering bag layer, and the adjacent soil engineering bag layer is in fixed cloth with reinforcement assembly respectively It sets;The soil engineering bag layer includes multiple soil engineering bags, multiple soil engineering bags in successively fixed and horizontally disposed, the soil engineering bag Inside forms top chamber and bottom cavity, the top chamber fill different packing materials, the top chamber of the soil engineering bag from the bottom cavity respectively It is arranged close to the slope, the bottom cavity of the soil engineering bag is arranged away from the slope direction.
Further, the first fixed part and the second fixation are formed between direction from top to bottom, the adjacent soil engineering bag Portion, from top to bottom, each first fixed part and each second fixed part are in dislocation arrangement;The reinforcement assembly includes interconnection Component and fitting component, the interconnecting component are placed in first fixed part, and the top and lower part of the interconnecting component are distinguished The fixed adjacent soil engineering bag layer, the fitting component are placed in second fixed part, the top and lower part of the fitting component The fixed adjacent soil engineering bag layer of fitting respectively.
Further, the fitting component includes sub- face and generatrix, described when the sub- face and the generatrix contradict Sub- face is in be bonded arrangement with the generatrix;The sub- face and the generatrix are in respectively fixed and arranged, the son with the soil engineering bag Face is with the generatrix in corresponding arrangement up and down.
Further, it is in the first embedded block extended upward and at least one court that the interconnecting component, which includes at least one, Second embedded block of lower extension, first embedded block are arranged in up-small and down-big triangular shape, under second embedded block is presented greatly Small triangular shape arrangement, first embedded block and second embedded block are respectively embedded into the adjacent geotechnique arranged up and down Bag.
Further, the wall has the outer end face away from the slope, and the reinforcement assembly includes for wrapping up The fixation net of the outer end face of wall is stated, the soil engineering bag is with the rear end face away from slope direction and upper surface upward, institute It states the rear end face of soil engineering bag and upper surface is convexly equipped with lug boss respectively, the fixed net forms multiple fixing grooves, each described convex The portion of rising is embedded in the fixing groove, and from top to bottom, the fixed net is ladder-like arranged.
Further, the upper end of the fixed net extends to the top on the slope, and covers the slope, the fixation The upper end of net is equipped with multiple fixed links, and the fixed link is embedded in the slope;The fixed link arranges to form inside in hollow form Space, and the fixed link is formed with a hollow out mouth, the hollow out mouth is connected to the inner space of the fixed link.
Further, the soil engineering bag layer in the top has top end face upward;The slope is provided with water conservancy diversion Plate, one end and slope of the deflector are in fixed and arranged, the top end face of the other end of the deflector and the soil engineering bag layer In fixed and arranged.
Further, the reinforcement assembly includes multiple reinforcing strips, and the reinforcing strip runs through the soil engineering bag layer, and described Reinforcing strip and the soil engineering bag layer are arranged in relatively fixed;The reinforcing strip has the front end face towards slope, the reinforcing strip Front end face in tooth form arrange.
Further, the top chamber of the soil engineering bag fills rubble gravel, the bottom cavity filling entrainment vegetable seeds of the soil engineering bag Soil.
Further, the soil engineering bag layer has set at least one anchor pole, and the soil engineering bag is run through in the inner end of the anchor pole It extends in the slope, the outer end of the anchor pole forms grouting port;The anchor pole is in hollow form and is formed outside multiple connections Injected hole;Mud is discharged by the grouting port towards each injected hole outwardly.
Compared with prior art, soil engineering bag provided by the invention stacks fixed retaining wall structure, the top chamber of soil engineering bag and Bottom cavity fills different packing materials respectively, and one end of soil engineering bag is put away from slope direction, and the other end of soil engineering bag contradicts oblique Slope, each soil engineering bag forms soil engineering bag layer along horizontal successively fix relatively, and along from top to bottom, multiple soil engineering bag layers are in heap laying up It sets, under the action of reinforcement assembly, makes each soil engineering bag layer in relatively fixed arrangement;In this way, selection is not according to the needs of engineering Same packing material, enhances the scope of application of retaining wall structure, meanwhile, reduce economic cost;In addition, soil engineering bag both ends geology ring Border is different, and different packing materials corresponds to different geological environments, improves the stability on slope.
Detailed description of the invention
Fig. 1 is the diagrammatic cross-section that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 2 is the stereoscopic schematic diagram that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 3 is the diagrammatic cross-section that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 4 is the stereoscopic schematic diagram for the soil engineering bag that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 5 is the stereoscopic schematic diagram for the geotextiles that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 6 is the portion the A enlarged diagram that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 7 is the portion the B enlarged diagram that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 8 is the stereoscopic schematic diagram for the lower bag that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Fig. 9 is the stereoscopic schematic diagram of the strut for the lower bag that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Figure 10 is the stereoscopic schematic diagram for the collecting box that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Figure 11 is the stereoscopic schematic diagram for the drain bar that soil engineering bag provided by the invention stacks fixed retaining wall structure;
Figure 12 is that soil engineering bag provided by the invention stacks the dividing strip of fixed retaining wall structure and standing for connection sheet cooperation Body schematic diagram.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right The present invention is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, and It is not used in the restriction present invention.
Realization of the invention is described in detail below in conjunction with specific embodiment.
The same or similar label correspond to the same or similar components in the attached drawing of the present embodiment;In description of the invention In, it is to be understood that if there is the orientation or positional relationship of the instructions such as term " on ", "lower", "left", "right" for based on attached drawing institute The orientation or positional relationship shown, is merely for convenience of description of the present invention and simplification of the description, rather than the dress of indication or suggestion meaning It sets or element must have a particular orientation, be constructed and operated in a specific orientation, therefore describe the use of positional relationship in attached drawing Language only for illustration, should not be understood as the limitation to this patent, for the ordinary skill in the art, can be with The concrete meaning of above-mentioned term is understood as the case may be.
It is preferred embodiment provided by the invention referring to Fig.1 shown in -12.
Soil engineering bag provided in this embodiment stacks fixed retaining wall structure, single for solving soil engineering bag packing material Problem.
Soil engineering bag 111 stacks fixed retaining wall structure, including wall 100 and reinforcement assembly, and wall 100 is arranged oblique On slope 200, wall 100 includes 111 layer 110 of multiple soil engineering bags, and along from top to bottom, 111 layer 110 of multiple soil engineering bags is in heap laying up It sets, reinforcement assembly is placed between 111 layer 110 of adjacent soil engineering bag, and 111 layer 110 of adjacent soil engineering bag respectively with reinforcement assembly in fixation Arrangement;111 layer 110 of soil engineering bag includes multiple soil engineering bags 111, and multiple soil engineering bags 111 are in successively fixed and horizontally disposed, soil engineering bag 111 inside forms top chamber and bottom cavity, and top chamber fills different packing materials from bottom cavity respectively, and the top chamber of soil engineering bag 111 is close Slope 200 arranges that the bottom cavity of soil engineering bag 111 is arranged away from 200 direction of slope.
Above-mentioned soil engineering bag 111 stacks fixed retaining wall structure, and the top chamber and bottom cavity of soil engineering bag 111 fill difference respectively Packing material, one end of soil engineering bag 111 puts away from 200 direction of slope, and the other end of soil engineering bag 111 contradicts slope 200, respectively A soil engineering bag 111 forms 111 layer 110 of soil engineering bag along horizontal successively fix relatively, along from top to bottom, 111 layer 110 of multiple soil engineering bags In stacked arrangement, under the action of reinforcement assembly, 111 layer 110 of each soil engineering bag is set to arrange in relatively fixed;In this way, according to work The needs of journey select different packing materials, enhance the scope of application of retaining wall structure, meanwhile, reduce economic cost;In addition, 111 both ends geological environment of soil engineering bag is different, and different packing materials corresponds to different geological environments, improves the stabilization on slope 200 Property.
In addition, since different materials is filled in the inside of soil engineering bag 111, it is steady in LP blades, flood control, coast protection, side slope It is fixed etc., support action is played, the scope of application of soil engineering bag 111 is improved.
Along direction from top to bottom, the first fixed part and the second fixed part are formed between adjacent soil engineering bag 111, from upper Under, each first fixed part and each second fixed part are in dislocation arrangement;Reinforcement assembly includes interconnecting component 300 and fitting structure Part 400, interconnecting component 300 are placed in the first fixed part, and adjacent soil engineering bag 111 is fixed on the top and lower part of interconnecting component 300 respectively Layer 110, fitting component 400 are placed in the second fixed part, and the top for being bonded component 400 is bonded fixed adjacent soil engineering bag with lower part respectively 111 layer 110.
In this way, enhancing relatively steady between adjacent soil engineering bag 111 under the action of interconnecting component 300 is with component 400 are bonded Solidity improves the supporting effect of integral wall 100.
Being bonded component 400 includes sub- face 410 and generatrix 420, when group face 410 and generatrix 420 contradict, sub- face 410 with Generatrix 420 is in fitting arrangement;Sub- face 410 is in respectively fixed and arranged with soil engineering bag 111 with generatrix 420, sub- face 410 and generatrix 420 In upper and lower corresponding arrangement;By the bonding in sub- face 410 and generatrix 420, realize neighbouring soil engineering bag 111 in fixed and arranged.
Furthermore transversely, generatrix 420 has the first lateral length, and sub- face 410 has the second lateral length, and first laterally Length is greater than the second lateral length, in this way, as needed, the relative distance of adjustable neighbouring soil engineering bag 111 meets Different engineering demands.
Sub- face 410 has towards the lower end surface of generatrix 420, fiber, circle hair of the lower end surface in sub- face 410 for small, flexible, Generatrix 420 has the upper surface towards sub- face 410, and the upper surface of generatrix 420 is the seta of harder buckle;In this way, realizing sub- face 410 fix with being bonded for generatrix 420.
Interconnecting component 300 is in the first embedded block 310 extended upward including at least one and at least one extends downward The second embedded block 320, the first embedded block 310 in up-small and down-big triangular shape arrange, the second embedded block 320 be in up big and down small triangle Shape arrangement, the first embedded block 310 and the second embedded block 320 are respectively embedded into adjacent soil engineering bag 111 arranged up and down;It is embedding first Under the action of entering block 310 and the second embedded block 320, enhance the relative securement between soil engineering bag 111 and interconnecting component 300;Separately Outside, under the Gravitative Loads of soil engineering bag 111, it is embedded in soil engineering bag 111 convenient for the first embedded block 310 and the second embedded block 320, and Enhance the insertion stability of the first embedded block 310 and the second embedded block 320.
Interconnecting component 300 includes interconnection pads 330, and interconnection pads 330 have upper surface and lower end surface directed downwardly upward, the The lower end of one embedded block 310 and the upper surface of interconnection pads 330 are in fixed and arranged, and the upper end of the first embedded block 310 extends embedding upward Enter soil engineering bag 111;The upper end of second embedded block 320 and the lower end surface of interconnection pads 330 are in fixed and arranged, the second embedded block 320 Lower end extends insertion soil engineering bag 111 downward;Under the action of interconnection pads 330, enhance the moving resistance of interconnecting component 300, enhancing The setting stability of interconnecting component 300, and soil engineering bag 111 is embedded in convenient for the first embedded block 310 and the second embedded block 320.
In addition, interconnection pads 330 in horizontally disposed, help to disperse soil engineering bag 111 to the active force of interconnecting component 300, increase The service life of strong interconnecting component 300.
Interconnecting component 300 includes first embedded block 310 and two the second embedded blocks 320, the first embedded block 310 with Two the second embedded blocks 320 are arranged in triangular shape;Help to improve the whole fixed effect of interconnecting component 300;And first is embedded in Block 310 and the overall structure that two the second embedded blocks 320 cooperatively form are more stable, improve the supporting file effect of wall 100.
Specifically, wall 100 has the outer end face away from slope 200, reinforcement assembly includes for wrapping up the outer of wall 100 The fixation net 500 of end face, soil engineering bag 111 is with the rear end face away from 200 direction of slope and upper surface upward, soil engineering bag 111 rear end face and upper surface are convexly equipped with lug boss 114 respectively, and fixed net 500 forms multiple fixing grooves 510, each lug boss 114 insertion fixing grooves 510, from top to bottom, fixed net 500 is ladder-like arranged.
Under the action of fixed net 500, the relatively fixed effect of 111 layer 110 of soil engineering bag of enhancing improves the branch of wall 100 Shelves effect;In addition, convenient for the setting of fixed net 500, and fixing net under the mating reaction of lug boss 114 and fixing groove 510 500, which play layering, reinforces, and improves consolidation effect.
Furthermore the upper end of fixed net 500 extends to the top on slope 200, and covers slope 200, the upper end of fixed net 500 Equipped with multiple fixed links 600, fixed link 600 is embedded in slope 200;Fixed link 600 arranges to form inner space in hollow form, and consolidates Fixed pole 600 is formed with a hollow out mouth, and hollow out mouth is connected to the inner space of fixed link 600.
In this way, reducing the cost of fixed link 600;Meanwhile the soil layer on slope 200 enters fixed link 600 by hollow out mouth Inner space increases fixed link 600 and is self-possessed, guarantees fixed effect.
Each hollow out mouth in dislocation arrangement, in this way, the soil layer on slope 200 easily into being not easy out, guarantee fixed link 600 from Weight guarantees fixed effect.
Fixed link 600 includes upper boom 610 and lower beam 620, and upper boom 610 and lower beam 620 are in hinge arrangement, and upper boom 610 is under Bar 620 is respectively formed hollow out mouth, and lower beam 620 forms lower ending opening, the inside of the lower ending opening connection fixed link 600 of lower beam 620 Space;In this way, upper boom 610 and lower beam 620 form angle when fixed link 600 is embedded in slope 200, enhance the fixation of fixed link 600 Effect.
111 layer 110 of soil engineering bag in bottom is placed on the ground, and fixed strip is inserted on ground, fixed strip is upward Extend the top in ground and form fixed section, fixed section is embedded in the fixing groove 510 of fixed net 500, realizes to fixed net 500 Lower end is fixed.
Slope 200 has the wall side for contradicting wall 100;111 layer 110 of the soil engineering bag top having upward in the top Face;Slope 200 is provided with deflector 700, and one end and slope 200 of deflector 700 are in fixed and arranged, deflector 700 it is another End and 111 layer 110 of soil engineering bag of top end face are in fixed and arranged;Under the action of deflector 700, water conservancy diversion is carried out to water, reduces wall The water content of side, avoids soil erosion, causes slope 200 unstable.
Reinforcement assembly includes multiple reinforcing strips 140, and reinforcing strip 140 runs through 111 layer 110 of soil engineering bag, and reinforcing strip 140 and soil 111 layer 110 of work bag in relatively fixed arrangement;Reinforcing strip 140 has the front end face towards slope 200, the front end face of reinforcing strip 140 It is arranged in tooth form;Under the action of reinforcing strip 140, enhance 111 layer 110 of neighbouring soil engineering bag of relative securement.
Along direction from top to bottom, 111 layer of 110 stepped stacked arrangement of each soil engineering bag, 111 layers of the soil engineering bag on upper layer 110 with the overlapping portion Chong Die with 111 layer 110 of soil engineering bag of lower layer and with 111 layer 110 of soil engineering bag portion that is staggered being staggered, lower layer, Portion be staggered with bottom face directed downwardly, the top end face in the portion that is staggered is fixed with support rod, and support rod is in longitudinal insertion slope 200;Soil 111 layer 110 of the work bag inner face having towards slope 200, support rod contradict 111 layer 110 of soil engineering bag of inner face;In this way, branch Strut plays reinforcement effect, while enhancing 111 layer 110 of neighbouring soil engineering bag of relative securement.
The top chamber of soil engineering bag 111 fills rubble gravel, the soil of the bottom cavity filling entrainment vegetable seeds of soil engineering bag 111;Rubble Gravel forms water delivery layer, and water flow is delivered to reservoir 850 by water delivery layer and flows out again through drainpipe 820, in this way, can save in addition again Cost needed for building water delivery layer;Under the action of carrying the soil of vegetable seeds secretly, the beauty of wall 100 can be both promoted, Wall 100 can be protected from the influence of sunlight and weather, promote the durability of wall 100, and enhance the supporting file effect of wall 100 Fruit.
111 layer 110 of soil engineering bag has set at least one anchor pole 900, and the inner end of anchor pole 900 is extended to through soil engineering bag 111 In slope 200, the outer end of anchor pole 900 forms grouting port 910;Anchor pole 900 is in hollow form and forms the slip casting outside multiple connections Hole;Mud is discharged by grouting port 910 towards each injected hole outwardly;In this way, enhancing the steady of slope 200 under the action of mud It is qualitative, soil erosion is effectively avoided, guarantees 200 stability of slope.
Interconnecting component 300 is connected to formation gap 430, injected hole between component 400 is bonded with the gap 430, such mud Slurry enters the gap 430, enhances the stable connection of interconnecting component 300 and soil engineering bag 111, and fitting component 400 and geotechnique The stable connection of bag 111.
Supporting file region 920, injected hole and supporting file region 920 are formed between slope 200, neighbouring soil engineering bag 111 Connection enhances relative securement between adjacent soil engineering bag 111 in this way, mud enters supporting file region 920, improves the whole of wall 100 Body supporting file effect.
Soil engineering bag 111 includes the rear end away from slope 200, rear end have away from upward and inclined arrangement it is oblique Face, anchor pole 900 extend through soil engineering bag 111 through inclined-plane and extend to inside slope 200;In this way, it is convenient for the setting of anchor pole 900, Facilitate the contraposition of injected hole and gap 430 and injected hole and supporting file region 920, convenient for gap 430 and supporting file region 920 carry out the perfusion of mud.
Soil engineering bag 111 includes bag body and separate layer, and bag body has inner space, and separation is placed on inside bag body, bag body With medial surface inwardly, separate layer includes dividing strip 150 and geotextiles 115, and geotextiles 115 and dividing strip 150 are in connection The medial surface of arrangement, dividing strip 150 and bag body is in fixed and arranged, and dividing strip 150 is in surround to enclose arrangement;Geotextiles 115 will The inner space of bag body is divided into the top chamber being mutually not turned on and bottom cavity.
Under the action of geotextiles 115, the inner space of bag body is divided into the top chamber being mutually not turned on and bottom cavity, pushes up chamber Fill different packing materials respectively with bottom cavity;In this way, being selected different according to the needs of the difference of geological condition and engineering Packing material enhances the scope of application of soil engineering bag 111, meanwhile, reduce economic cost;In addition, 111 both ends geological environment of soil engineering bag Difference, different packing materials correspond to different geological environments, improve the supporting effect of soil engineering bag 111.
It is formed between dividing strip 150 and the medial surface of bag body and adjusts space, the soil engineering bag 111 for having separate layer includes adjusting Rope 116, adjusting one end of rope 116, be in bag body outer and in activity arrangement, adjusts prolonging through adjusting space for the other end of rope 116 It extends to outside bag body;When synchronous tension adjusts the both ends of rope 116, the tightening of bag body is realized.
In this way, synchronous tension adjusts the both ends of rope 116 after bag body packing material, make the tightening of bag body, to make bag Intracorporal packing material is more tight, improves supporting effect.
Geotextiles 115 are connected with reinforcing cord 117, and one end of reinforcing cord 117 wears the inside of geotextiles 115 and in fixed cloth It sets, the other end of reinforcing cord 117, which extends to connect outside geotextiles 115, adjusts rope 116;When synchronous tension adjusts the both ends of rope 116 When, reinforcing cord 117 is pullled, makes reinforcing cord 117 in tensioning arrangement.
In this way, reinforcing cord 117 is in tensioning state while synchronous tension adjusts rope 116, keep geotextiles 115 reversed right Packing material applies active force, keeps the intracorporal packing material of bag more tight, improves supporting effect.
Specifically, bag body includes having bag 112 on bottom opening, with open-topped lower bag 113 and chain, upper bag 112 have pushed up chamber, and lower bag 113 has bottom cavity, and geotextiles 115 close the bottom opening of upper bag 112, and the top of lower bag 113 is logical The bottom of chain and upper bag 112 is crossed in connection arrangement;In this way, by chain, the separation of bag 112 and lower bag 113 and company in realization It connects, convenient for the installing of lower 113 packing material of bag.
In addition, multiple upper bags 112, multiple lower bags 113, according to geological condition and engine request, using upper bag 112 with it is upper Perhaps lower bag 113 is connect 112 connection of bag with lower bag 113 or multiple upper bags 112 are sequentially connected with multiple lower bags 113;It improves The scope of application of soil engineering bag 111.
Lower bag 113 is in rectangular layout, forms four corners;The corner of lower bag 113 is equipped with strut 120, when upper bag 112 with When lower bag 113 is in connection arrangement, the upper end of strut 120, which extends, contradicts geotextiles 115, and the lower end of strut 120 extends and lower bag 113 Bottom flush arrangement;Strut 120 has the inner face towards lower 113 direction of bag, and the inner face of strut 120 is formed with multiple infiltrations Water hole 121.
Under the action of strut 120, enhance the setting stability of geotextiles 115, it is right in reduction when 112 packing material of bag The applied force of geotextiles 115 is excessive;Meanwhile under the mating reaction of each strut 120, the overall stability of bag body is improved;Separately Outside, by water seepage hole 121, water enters strut 120, and strut 120 is made to play guide functions to water.
In addition, being in hollow arrangement inside strut 120, strut 120 is connected to reservoir 850, is convenient for subsequent draining, such strut 120 play guide functions.
Strut 120 is connected with cross bar 130, and one end of cross bar 130 is in fixed with strut 120 and is connected to arrangement, cross bar 130 The other end extends to outside lower bag 113 along 120 direction of vertical struts and forms linkage section;When two bag bodies in being stacked up and down, The linkage section of the cross bar 130 of two bag bodies is in docking fixed and arranged;It realizes relatively fixed between two bag bodies, enhances bag body Supporting file effect.
Bag body includes inner bag and outer bag, the above-mentioned medial surface of interior bag formation, and outer bag is arranged inner bag around surrounding, and outer bag with Inner bag arranges that the medial surface of separate layer and inner bag is in fixed and arranged in relatively fixed;In this way, guaranteeing bag body to the dress of packing material If improving the stability of bag body, the risk of rupture of bag body is reduced.
Meanwhile strut 120 is placed between inner bag and outer bag, is separated strut 120 and packing material, is reduced to strut 120 Corrosion, improve strut 120 service life.
Specifically, dividing strip 150 includes being fixed on the strap of bag body and the link slot on piece being arranged in, strap is formed Connector, even mouth is connected to link slot, and link slot is divided into upper slot 151 and lower slot 152, and upper slot 151 has upper 151 wall of slot, Lower slot 152 has lower 152 wall of slot;Geotextiles 115 have connection sheet 118, and connection sheet 118 is embedded in strap, the top of connection sheet 118 151 wall of slot in fitting, the lower part of connection sheet 118 are bonded lower 152 wall of slot.
In this way, realizing soil engineering bag 111 and the relatively fixed of dividing strip 150 and separating;In addition, the top of connection sheet 118 151 wall of slot in fitting, the lower part of connection sheet 118 are bonded lower 152 wall of slot, guarantee the stable connection of soil engineering bag 111 and dividing strip 150 Property.
First binding face is formed at the top of connection sheet 118, and upper 151 wall of slot forms the first sticking part, and the first binding face is thin Fiber, the circle hair of small softness, the first sticking part is the seta of harder buckle;In this way, realizing the first binding face and the first sticking part Fitting fix;Second binding face is formed at the lower part of connection sheet 118, and lower 152 wall of slot forms the second sticking part, and the second binding face is Fiber, the circle hair of small, flexible, the second sticking part is the seta of harder buckle, in this way, realizing that the second binding face is bonded with second The fitting in portion is fixed.
Bag body is equipped with multiple dividing strips 150, and along one end of bag body to another extreme direction, each dividing strip 150 is in interval cloth It sets;In this way, realizing that geotextiles 115 have different installation sites, in this way, selecting the installation of geotextiles 115 according to Geologic Requirements Position meets the needs of different, improves the scope of application of sack.
Along the direction of one end of the soil engineering bag 111 to other end end, in a quarter of bag body, one third and two Dividing strip 150 is respectively set in/mono- position;Realize that geotextiles 115 have different installation sites, in this way, according to geology Demand selects the installation site of geotextiles 115, meets the needs of different, improve the scope of application of sack.
Bag body arrangement in long strip, top chamber capacity are 2 times of bottom cavity;Guarantee the supporting effect of bag body.
The top chamber of soil engineering bag 111 fills rubble gravel, the soil of the bottom cavity filling entrainment vegetable seeds of soil engineering bag 111;Rubble Gravel forms water delivery layer, and water flow is delivered to reservoir 850 by water delivery layer and flows out again through drainpipe 820, in this way, can save in addition again Cost needed for building water delivery layer;Under the action of carrying the soil of vegetable seeds secretly, the beauty of wall 100 can be both promoted, Wall 100 can be protected from the influence of sunlight and weather, promote the durability of wall 100, and enhance the supporting file effect of wall 100 Fruit.
It is convexly equipped with more rubber strips on the outer surface of outer bag, enhances the frictional force between soil engineering bag 111, enhances soil engineering bag 111 setting stability improves the supporting effect of wall 100.
Furthermore along the length direction of soil engineering bag 111, more rubber strips are arranged in parallel interval;In this way, more rubber strips Better effect enhances the setting stability of soil engineering bag 111, improves the supporting effect of wall 100.
Outer bag can be infiltration plastic cement material and be made, convenient for draining.
Collecting box 800 is arranged in wall 100, and collecting box 800 is placed in the lower section of wall 100, and collecting box 800 includes top upward Plate 830, the top plate 830 of collecting box 800 are formed with multiple seepage mouths 831;111 layer 110 of soil engineering bag of the top chamber in bottom It is arranged with collecting box 800 in upper and lower face;Under the action of collecting box 800, convenient for the collection and discharge of water flow.
Collecting box 800 includes the bottom plate 840 away from top plate 830, and the rear end of bottom plate 840 is directed downward along away from slope 200 The rear end of inclined arrangement, bottom plate 840 forms discharge outlet 810;Collecting box 800 is connected with drainpipe 820, and drainpipe 820 has Drainage channel, 820 connecting bottom board 840 of drainpipe, and 810 communicated drainage channel of discharge outlet.
In this way, flowing to the rear end of bottom plate 840 convenient for water, it is flow to drainage channel from discharge outlet 810 convenient for water, to realize water The transfer of stream.
It is provided at an outer portion with reservoir 850, drainpipe 820 is connected to reservoir 850, realizes the storage and collection of water, be convenient for Subsequent processing;Convenient for the draining of wall 100, supporting effect is improved.
Soil engineering bag 111 includes in the upper bag 112 and lower bag 113 of connection arrangement, and upper bag 112 forms top chamber, the lower formation of bag 113 Bottom cavity;Lower bag 113 is in rectangular layout, forms four corners;The corner of lower bag 113 is equipped with strut 120, the lower end of strut 120 Extend the bottom flush arrangement with lower bag 113;Strut 120 has the inner face towards lower 113 direction of bag, the inner end of strut 120 Face is formed with multiple water seepage holes 121.
Under the mating reaction of each strut 120, the overall stability of bag body is improved;In addition, by water seepage hole 121, water Into strut 120, strut 120 is made to play guide functions to water.
The upper end of strut 120, which extends, contradicts geotextiles 115, under the action of strut 120, enhances the setting of geotextiles 115 Stability, it is excessive to the applied force of geotextiles 115 in reduction when 112 packing material of bag.
Along from top to bottom, two struts 120 of adjacent soil engineering bag 111 are in connection arrangement, 120 connected set of strut of bottom Water box 800;Convenient for the transfer of water, while enhancing the relative securement between adjacent soil engineering bag 111.
Furthermore strut 120 is connected with cross bar 130, and one end of cross bar 130 is in fixed with strut 120 and is connected to arrangement, cross bar 130 other end extends to outside lower bag 113 along 120 direction of vertical struts and forms linkage section;When two bag bodies are in stacked on top cloth When setting, the linkage section of the cross bar 130 of two bag bodies is in docking fixed and arranged;Realize relatively fixed between two bag bodies, enhancing The supporting file effect of bag body.
The soil of the bottom cavity filling entrainment vegetable seeds of soil engineering bag 111;Under the action of carrying the soil of vegetable seeds secretly, both The beauty of wall 100 can be promoted, can also protect wall 100 from the influence of sunlight and weather, promote the durable of wall 100 Property, and enhance the supporting file effect of wall 100.
Furthermore the inside of the bottom cavity of soil engineering bag 111 is equipped with drain bar 860, the soil covering drain bar of vegetable seeds is carried secretly 860;Draining forms multiple catch basins 861 towards lower recess;In this way, part water is stored in bottom cavity under the action of catch basin 861 It is interior, growth moisture is provided for vegetable seeds, is grown up convenient for vegetable seeds.
In addition, drain bar 860 forms multiple rhones, one end of rhone close to soil engineering bag 111 top chamber, along rhone One end to another extreme direction, gradually inclined arrangement is flow in this way, water is drained into top chamber convenient for rhone convenient for water upward Collecting box 800 and drainpipe 820, play guiding role.
In being stacked, the soil engineering bag 111 of top has Chong Die with 111 layer 110 of the soil engineering bag of lower section two soil engineering bags 111 Overlapping portion and be in the portion that is staggered that is staggered with lower section soil engineering bag 111;Sealing rod, sealing rod are equipped between adjacent soil engineering bag 111 In overlapping portion and it is staggered between portion;Under the action of sealing rod, when water flow to bottom cavity from top chamber, sealing rod plays blocking and makees With, convenient for water from top chamber pass sequentially through each top chamber downwards, collecting box 800 is flow to, convenient for the discharge of water.
Geotextiles 115 are equipped with inside soil engineering bag 111, the soil engineering bag 111 is divided into the top being mutually not turned on by geotextiles 115 Chamber and bottom cavity;The inner space of bag body is divided into the top chamber being mutually not turned on and bottom cavity, chamber is pushed up and bottom cavity is filled not respectively Same packing material;In this way, selecting different packing materials, enhancing soil according to the needs of the difference of geological condition and engineering The scope of application of work bag 111, meanwhile, reduce economic cost;In addition, the filling that 111 both ends geological environment of soil engineering bag is different, different Material corresponds to different geological environments, improves the supporting effect of soil engineering bag 111.
The above is merely preferred embodiments of the present invention, be not intended to limit the invention, it is all in spirit of the invention and Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within principle.

Claims (10)

1. soil engineering bag stacks fixed retaining wall structure, which is characterized in that including wall and reinforcing group on the slope is arranged Part, the wall include multiple soil engineering bag layers, and along from top to bottom, multiple soil engineering bag layers are in stacked arrangement, the reinforcing group Part is placed between the adjacent soil engineering bag layer, and the adjacent soil engineering bag layer is in respectively fixed and arranged with reinforcement assembly;The geotechnique Bag layer includes multiple soil engineering bags, and multiple soil engineering bags are in successively fixed and horizontally disposed, the inside formation top of the soil engineering bag Chamber and bottom cavity, the top chamber fill different packing materials from the bottom cavity respectively, and the top chamber of the soil engineering bag is close to described oblique The bottom cavity of slope arrangement, the soil engineering bag is arranged away from the slope direction.
2. soil engineering bag as described in claim 1 stacks fixed retaining wall structure, which is characterized in that along direction from top to bottom, The first fixed part and the second fixed part are formed between the adjacent soil engineering bag, from top to bottom, each first fixed part with Each second fixed part is in dislocation arrangement;The reinforcement assembly includes that interconnecting component and fitting component, the interconnecting component are set In first fixed part, the adjacent soil engineering bag layer, the fitting structure are fixed in the top and lower part of the interconnecting component respectively Part is placed in second fixed part, and the top of the fitting component is bonded the fixed adjacent soil engineering bag layer with lower part respectively.
3. soil engineering bag as claimed in claim 2 stacks fixed retaining wall structure, which is characterized in that the fitting component includes Sub- face and generatrix, when the sub- face and generatrix conflict, the sub- face is in be bonded arrangement with the generatrix;The sub- face It is respectively in fixed and arranged with the soil engineering bag with the generatrix, the sub- face is with the generatrix in corresponding arrangement up and down.
4. soil engineering bag as claimed in claim 2 stacks fixed retaining wall structure, which is characterized in that the interconnecting component includes At least one is in the first embedded block and at least one second embedded block extended downward extended upward, first embedded block In up-small and down-big triangular shape arrange, second embedded block in up big and down small triangular shape arrangement, first embedded block with it is described Second embedded block is respectively embedded into the adjacent soil engineering bag arranged up and down.
5. the soil engineering bag as described in claim 1-4 any one stacks fixed retaining wall structure, which is characterized in that the wall Body has the outer end face away from the slope, and the reinforcement assembly includes the fixation net for wrapping up the outer end face of the wall, The soil engineering bag is with the rear end face away from slope direction and upper surface upward, the rear end face of the soil engineering bag and upper surface It is convexly equipped with lug boss respectively, the fixed net forms multiple fixing grooves, and each lug boss is embedded in the fixing groove, from upper Under, the fixed net is ladder-like arranged.
6. soil engineering bag as claimed in claim 5 stacks fixed retaining wall structure, which is characterized in that the upper end of the fixed net The top on the slope is extended to, and covers the slope, the upper end of the fixed net is equipped with multiple fixed links, the fixed link It is embedded in the slope;The fixed link arranges to form inner space in hollow form, and the fixed link is formed with a hollow out mouth, institute State the inner space that hollow out mouth is connected to the fixed link.
7. the soil engineering bag as described in claim 1-4 any one stacks fixed retaining wall structure, which is characterized in that in most The soil engineering bag layer of top has top end face upward;The slope is provided with deflector, one end of the deflector and tiltedly Slope is in fixed and arranged, and the top end face of the other end of the deflector and the soil engineering bag layer is in fixed and arranged.
8. the soil engineering bag as described in claim 1-4 any one stacks fixed retaining wall structure, which is characterized in that described to add Gu component includes multiple reinforcing strips, the reinforcing strip runs through the soil engineering bag layer, and the reinforcing strip is in the soil engineering bag layer Relatively fixed arrangement;The reinforcing strip has the front end face towards slope, and the front end face of the reinforcing strip is arranged in tooth form.
9. the soil engineering bag as described in claim 1-4 any one stacks fixed retaining wall structure, which is characterized in that the soil The top chamber of work bag fills rubble gravel, the soil of the bottom cavity filling entrainment vegetable seeds of the soil engineering bag.
10. the soil engineering bag as described in claim 1-4 any one stacks fixed retaining wall structure, which is characterized in that described Soil engineering bag layer has set at least one anchor pole, and the inner end of the anchor pole extends in the slope through the soil engineering bag, described The outer end of anchor pole forms grouting port;The anchor pole is in hollow form and forms the injected hole outside multiple connections;Mud passes through described Grouting port is discharged outwardly towards each injected hole.
CN201910407102.8A 2019-05-16 2019-05-16 Retaining wall structure with geotechnical bags stacked and fixed Active CN110117966B (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113832993A (en) * 2021-09-23 2021-12-24 广西交科集团有限公司 Woven bag for civil engineering, slope protection body structure and construction method of slope protection body structure
CN114398708A (en) * 2022-01-14 2022-04-26 上海园林(集团)有限公司 Method for constructing waterfront landscape for improving regional water resource environment protection performance

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070053752A1 (en) * 2005-09-08 2007-03-08 Deltalok Inc. Sandbag retaining walls adapted for plant growth
US20070110522A1 (en) * 2005-08-31 2007-05-17 Kim Hun S Retaining wall constructed using sandbags
CN200949275Y (en) * 2006-04-27 2007-09-19 杨建涛 Self-support wall structure built by using sand bag
CN101680202A (en) * 2007-06-14 2010-03-24 张宇顺 Soil-baffling structure with interlocking component
KR101170959B1 (en) * 2011-12-26 2012-08-03 주식회사 석송 Eco-friendly wood stone and construction structure thereof
KR101558867B1 (en) * 2014-12-03 2015-10-13 (주)영앤핀치 Fixing member for connecting soil bags and apparatus for connecting soil bags and reinforcing slope
JP2016194216A (en) * 2015-04-01 2016-11-17 ナカダ産業株式会社 Bag for civil engineering work, setting method of bag for civil engineering work and method of adjusting outer shape of bag for civil engineering work
CN210395427U (en) * 2019-05-16 2020-04-24 深圳市工勘岩土集团有限公司 Geotextile bag with separation layer
CN210395430U (en) * 2019-05-16 2020-04-24 深圳市工勘岩土集团有限公司 Earth work bag pile up fixed retaining wall structure
CN210459278U (en) * 2019-05-16 2020-05-05 深圳市工勘岩土集团有限公司 Retaining wall structure with flow guiding function

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20070110522A1 (en) * 2005-08-31 2007-05-17 Kim Hun S Retaining wall constructed using sandbags
US20070053752A1 (en) * 2005-09-08 2007-03-08 Deltalok Inc. Sandbag retaining walls adapted for plant growth
CN200949275Y (en) * 2006-04-27 2007-09-19 杨建涛 Self-support wall structure built by using sand bag
CN101680202A (en) * 2007-06-14 2010-03-24 张宇顺 Soil-baffling structure with interlocking component
KR101170959B1 (en) * 2011-12-26 2012-08-03 주식회사 석송 Eco-friendly wood stone and construction structure thereof
KR101558867B1 (en) * 2014-12-03 2015-10-13 (주)영앤핀치 Fixing member for connecting soil bags and apparatus for connecting soil bags and reinforcing slope
JP2016194216A (en) * 2015-04-01 2016-11-17 ナカダ産業株式会社 Bag for civil engineering work, setting method of bag for civil engineering work and method of adjusting outer shape of bag for civil engineering work
CN210395427U (en) * 2019-05-16 2020-04-24 深圳市工勘岩土集团有限公司 Geotextile bag with separation layer
CN210395430U (en) * 2019-05-16 2020-04-24 深圳市工勘岩土集团有限公司 Earth work bag pile up fixed retaining wall structure
CN210459278U (en) * 2019-05-16 2020-05-05 深圳市工勘岩土集团有限公司 Retaining wall structure with flow guiding function

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113832993A (en) * 2021-09-23 2021-12-24 广西交科集团有限公司 Woven bag for civil engineering, slope protection body structure and construction method of slope protection body structure
CN114398708A (en) * 2022-01-14 2022-04-26 上海园林(集团)有限公司 Method for constructing waterfront landscape for improving regional water resource environment protection performance

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