CN205000646U - Building site earth material soil erosion and water loss protection canopy is prevented to unit concatenation formula - Google Patents
Building site earth material soil erosion and water loss protection canopy is prevented to unit concatenation formula Download PDFInfo
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- CN205000646U CN205000646U CN201520740214.2U CN201520740214U CN205000646U CN 205000646 U CN205000646 U CN 205000646U CN 201520740214 U CN201520740214 U CN 201520740214U CN 205000646 U CN205000646 U CN 205000646U
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- China
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- earth material
- retaining wall
- building site
- soil erosion
- support structure
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Abstract
The utility model relates to a be applicable to the building site earth material soil erosion and water loss protection canopy is prevented to unit concatenation formula that water conservancy or construction building site earth material are stacked, including at least one folding upper portion bearing structure, be provided with canopy cloth on the bearing structure of upper portion, upper portion bearing structure sets up on the retaining wall that corresponds with it, and upper portion bearing structure is provided with slider with retaining wall contact department. Compared with the prior art, the utility model discloses set up the concatenation mode of upper portion bearing structure and canopy cloth on the retaining wall, easy to assemble and dismantle to when the width of a retaining wall can not shelter from the earth material totally, can splice a retaining wall and upper portion bearing structure again, not only prevent wind, can also ventilate, according to the different use of earth material, can make the earth material dry or moist, if the reuse earth material, can its moisture content of effectual assurance, compaction process when reducing the later stage construction reduces fund input, simultaneously easy operation.
Description
Technical field
The utility model is a kind of unit spliced formula anti-building site earth material soil erosion protection canopy being applicable to water conservancy or the stacking of building operations building site earth material.
Background technology
Generally all more than 1 year in duration of many hydraulic engineerings and house civil works, because the construction period is longer and will spend flood season, and there are a large amount of excavation of foundation pit or other excavated-in t4 engineering in current China, can there is stacking and the turnover problem of interim earth material.Blow or rainfall if run into, do not carry out good covering and protection, the problem such as airborne dust, soil erosion can be caused due to wind-force or hydraulic action, affect surrounding enviroment.Therefore, the technical problem that solve is as follows:
1. the general narrow space in construction site, for the earth material of excavated-in t4, generally has quantity more, and volume is comparatively large, the features such as pilling up time is flexible, and vehicle handling are frequent.The technical problems to be solved in the utility model is: how can design a kind of temporory structure or device; there is enough spaces and height; earth material is effectively covered or protects; can not only meet and stack more earth material; and can increase or extend corresponding space at any time, meet the turnover with conveniently assemble and disassemble vehicle.
2. because the engineering time of the engineerings such as hydraulic engineering, house civil engineering generally continues longer, but the covering of earth material is still temporary works, after waiting completion of works, just needs to remove or transfer.The technical problems to be solved in the utility model is: how by the covering of earth material and protective device, is designed to assemble framework type, can repeatedly use, can Rapid Combination between component, and it is convenient to remove, and has again enough self stabilities.
3. for construction site earth material, sometimes not only the soil erosion of fitting with rainfall of blowing to be prevented, also the conditions such as ventilation will be considered.The technical problems to be solved in the utility model is: for covering and the protective device of earth material; can how to open and close conveniently, not only windproof, can also ventilate; according to the different purposes of earth material; earth material can be made easily dry or moistening, if recycling earth material, can effectively ensure its moisture content; reduce compacting operation during construction in later period; reduce fund input, simultaneously simple to operate, respond well.
For soil erosion, common control measures is 3 kinds, engineering measure, biological control measure and temporary measure.Therefore, present China requires that engineering is before starting construction, formulate corresponding soil erosion protecting plan, to reduce the soil erosion caused due to human factor as far as possible.
One of 1 existing technical scheme Dense mesh screen covers
Water conservancy or building site are when constructing, and when having interim mound or permanent mound, interim water-and-soil conservation measures, most is Dense mesh screen covering.Dense mesh screen is cheap, poor durability, and when covering, there is following problem: due to mound out-of-shape, Dense mesh screen easily occurs covering the phenomenon that top cover does not live the end; Owing to being mingled with the foreign material such as other stone in mound, easily there is breakage in Dense mesh screen, thus loses protective action; Because Dense mesh screen is comparatively light, when wind-force is larger, is easily blown open, thus lost protective action; Because Dense mesh screen has hole, when rainfall, still soil erosion can be there is.
Two knitting bagged fortifield village gears of 2 existing technical schemes
Water conservancy or building site, when constructing, when mound amount piles soil site more greatly or forever, sometimes adopt knitting bagged soil to carry out enclosing in surrounding, play the effect of gear soil.The woven bag loading amount used is bag capacity 1/3-1/2, the braiding sack rope made of hemp or the colligation of colligation silk, and carries out smooth.Require the mutual fissure of displacement of woven bag levels, pile is neat as far as possible, the in-built soil of bag, cobble or coarse sand.General heap 3-6 layer woven bag, piles up the surrounding at heap soil site, the effect played gear soil and prevent erosion.
Dense mesh screen covers and knitting bagged fortifield village gear, there is following shortcoming:
1. Dense mesh screen is cheap, poor durability, and due to mound out-of-shape, Dense mesh screen easily occurs covering the phenomenon that top cover does not live the end; Owing to being mingled with the foreign material such as other stone in mound, easily there is breakage in Dense mesh screen, thus loses protective action; Because Dense mesh screen is comparatively light, when wind-force is larger, is easily blown open, thus lost protective action; Because Dense mesh screen has hole, when rainfall, still there will be soil erosion phenomenon.Therefore, the protective action of Dense mesh screen and effect poor.
2. woven bag enclosing, there is woven bag is plastic material, is vulnerable to the impact of sunlight, humidity and surrounding environment, poor durability, if woven bag is damaged, its enclosing effect will be lost.And because the durability of woven bag itself is poor, irregular, therefore can not stack too high, this directly impact can pile the retaining amount of borrow pit, thus increases floor space; Moreover, need a large amount of manpower and materials when woven bag is piled up, affect construction speed.
3. Dense mesh screen coverage effect is poor, and woven bag enclosing is wasted time and energy, and stock ground area is relatively fixing or less, can not expand or reduce, be not suitable for the building site that mound amount changes greatly.If when earth material needs to reuse, handling facilities and automobile are not easy turnover.
Utility model content
The technical problems to be solved in the utility model is: the measure of existing solution soil erosion; exist cover comprehensively, poor durability and be not suitable for the building site of earth material recycling; for solving the problem, provide a kind of unit spliced formula anti-building site earth material soil erosion protection canopy.
The purpose of this utility model realizes in the following manner:
Unit spliced formula anti-building site earth material soil erosion protection canopy; comprise at least one folding upper support structure; upper support structure is provided with canopy cloth, upper support structure is arranged on retaining wall corresponding with it, and upper support structure and retaining wall contact position are provided with carriage.
The cross section of retaining wall is inverted T shape, and the upper end of retaining wall is provided with the mosaic groove coordinated with upper support structure, and the middle and lower part of retaining wall is provided with at least one longitudinal hole, and the arranged outside of retaining wall has the retainer ring of fixing tarpaulin.
The height of retaining wall is 2m, and length is 4m.
The carriage of upper support structure is arranged in mosaic groove.
Canopy cloth is provided with fixed band, and fixed band is connected with retainer ring.
Upper support structure comprises two portal frames, portal frame comprises two vertical supporting posts and crossbeam, the both sides, upper end of portal frame are connected by horizontal contraction pole, and the both sides of portal frame are connected by lateral deformation bar, and the lower end of vertical supporting post is provided with carriage.
Lateral deformation bar comprises two connecting rods arranged in a crossed manner, and the infall of two connecting rods is hinged, and the end of connecting rod is connected with upper support structure by slide block, upper support structure is provided with the slip dead slot coordinated with slide block.
Carriage comprises wheel frame, is provided with wheel in wheel frame, between wheel and wheel frame, be provided with braking clamp.
Relative to prior art, the utility model arranges the connecting method of upper support structure and canopy cloth on retaining wall, be easy for installation and removal, and when the width of a retaining wall can not block earth material completely, a retaining wall and upper support structure can be spliced again, not only windproof, can also ventilate, according to the different purposes of earth material, earth material can be made dry or moistening, if recycling earth material, can effectively ensure its moisture content, reduce compacting operation during construction in later period, reduce fund input, simultaneously simple to operate.
Accompanying drawing explanation
Fig. 1 is the stereogram that the utility model upper support structure is launched.
Fig. 2 is the stereogram that the utility model upper support structure is shunk.
Fig. 3 is the stereogram that the utility model does not have canopy cloth upper support structure and shrinks.
Fig. 4 is the utility model lateral view.
Fig. 5 is the utility model carriage structural representation.
Fig. 6 is the structural representation that the utility model braking clamp fixes wheel.
Wherein, 1 is retaining wall; 2 is upper support structure; 3 is canopy cloth; 4 is retainer rings; 5 is longitudinal holes; 6 is mosaic grooves; 7 is lateral deformation bars; 8 is horizontal contraction poles; 9 is vertical support columns; 10 is pulleys; 11 is wheel frames; 12 is braking clamps; 13 is fixed bands; 14 is slip dead slots.
Detailed description of the invention
As shown in figs 1 to 6, in order to realize designing a kind of temporory structure or device, there is enough spaces and height, earth material is effectively covered or protects, can not only meet and stack more earth material, and can increase or extend corresponding space at any time, meet the turnover with conveniently assemble and disassemble vehicle, the principle utilized in the utility model is: anti-erosion protection canopy is designed to unit-combination type, according to the volume stacking earth material, each unit can independently use, also can combine to extend and use, without the need to excavation foundation, without the need to vallum of laying bricks, only need combine just passable.
Unit spliced formula anti-building site earth material soil erosion protection canopy, each unit forms primarily of 3 parts, part 1 is the sole plate and support section that are made up of two cantilever retaining walls 1, enough standard width of a room in an old-style house width are formed between two retaining walls 1, meet the turnover of handling facilities and automobile, retaining wall is precast reinforced concrete structure, and be 2 meters from bottom to barricade heights of roofs, length direction is 4 meters; Part 2 is upper support structure 2, and upper support structure is supporting steel frame, forms enough height, meets the requirement of stacking earth material, and energy folding flexibly, all can expand the width on 4 meters, the top of whole retaining wall 1 when opening; 1/4 of raw footage is only had during contraction.3rd part is top wind-proof fluid barrier cloth 3, and canopy cloth 3 coincide with the top dimension of each unit, is the soft fabric of wind and water preventing, when mainly playing blowing and raining, prevents the earth material soil erosion that wind-force and waterpower cause.
Unit spliced formula anti-building site earth material soil erosion protection canopy, as shown in Figure 1, the state all covered as shown in Figure 1 for the structure of 3 parts and syntagmatic.If in order to make earth material ventilate, or conveniently assemble and disassemble and transport, upper support structure 2 can be shunk, as shown in Figure 2.
Structure illustrates: retaining wall 1 top is provided with mosaic groove 6, can ensure the stable of superstructure 2; Centre is provided with through hole 5, inserts connecting rod and can play connection function in through hole 5, can also work as lifting hole(eyelet) and be easy to lifting and lay; Being provided with retainer ring 4 in outside, fixing to allow fixed band 13 colligation of canopy cloth 3.Upper support structure 2 is made up of vertical support column 9, horizontal contraction pole 8, lateral deformation bar 7; pulley 10 is provided with bottom vertical support column 9; pulley 10 is stuck in mosaic groove 6; vertical support column 9 is provided with slip dead slot 14; facilitate the change in location that lateral deformation bar 7 causes due to the unlatching and contraction protecting canopy; ensure that it moves in slip dead slot, as shown in Figure 1 and Figure 2.
In order to realize covering and the protective device of earth material, can repeatedly use, can Rapid Combination between component, it is convenient to remove, and has again enough self stabilities.The principle that the utility model utilizes is: be designed to assemble framework type by anti-for unit spliced formula building site earth material soil erosion protection canopy; after construction site determines earth material stacking place; retaining wall 1 can be placed after smooth original ground; combination upper support structure 2; then cover canopy cloth 3, earth material is placed in protection canopy, convenient and swift; easy accessibility, can repeatedly use.
In order to realize covering for earth material and protective device, can open and close conveniently, not only windproof; can also ventilate, according to the different purposes of earth material, earth material can be made dry or moistening; if recycling earth material; can effectively ensure its moisture content, reduce compacting operation during construction in later period, reduce fund input; simultaneously simple to operate; the principle utilized in the utility model is: canopy cloth 3 can be for convenience detach, and after being untied from retainer ring 4 by fixed band 13, canopy cloth 3 just can unload.In addition, also superstructure 2 can be retracted to side together with canopy cloth 3, be exposed safely in the sun by earth material, make the moisture content of earth material fall the end, operating principle as shown in Figure 1,2,3, 4.
Structure illustrates: retaining wall 1 top is provided with mosaic groove 6, effectively can ensure the stable of superstructure 2; Be provided with pulley 10 bottom vertical support column 9, pulley 10 is stuck in mosaic groove 6, is provided with wheel frame 11 above pulley 10, be placed with the braking clamp 12 of wheel above wheel frame 11, when superstructure needs to open, braking clamp 12 is positioned at the upper interior of wheel frame 11, wheel can easily roll, as shown in Figure 5; When being rolled to permanent position, braking clamp 12 puts down, and is positioned at the below of wheel 10, fixes wheel 10, ensures that superstructure does not produce movement, as shown in Figure 6.
Lack the condition of power in the wild to realize construction site under, enable unit spliced formula construction work earth material anti-erosion protection canopy quickly dismantled, recycling; Stability Analysis of Structures; function easy to use, the principle utilized in the utility model is: all composition components, can dismounting flexibly; after finishing using in building site somewhere; dismantle, convenient collection and transhipment, then arrive other building site; be transported to corresponding place again, carry out Assembling and just can reuse.
Compare with measure with existing technology, the advantage that the utility model has is as follows:
1. unit spliced formula anti-building site earth material soil erosion protection canopy; there is enough spaces and height, no matter be interim mound field or permanent mound field, can both effectively cover earth material or protect; effectively prevent owing to scraping wind-induced airborne dust, due to the soil erosion that rainfall causes.
2. unit spliced formula anti-building site earth material soil erosion protection canopy, is designed to assemble framework type, can not only meets and stack more earth material, and can increase or extend corresponding space at any time, meets the turnover with conveniently assemble and disassemble vehicle.Can repeatedly use, can Rapid Combination between component, it is convenient to remove, and has again enough self stabilities.
3. unit spliced formula anti-building site earth material soil erosion protection shed device opens and closes conveniently, not only windproof, can also ventilate, simultaneously simple to operate, respond well.Time saving and energy saving, transport and move fast, effect is better.
4., under lacking the condition of power in the wild, extension type construction stock ground protection canopy device can steady operation, uses also fairly simple convenience.
Claims (8)
1. unit spliced formula anti-building site earth material soil erosion protection canopy; comprise at least one folding upper support structure; upper support structure is provided with canopy cloth; it is characterized in that: upper support structure is arranged on retaining wall corresponding with it, and upper support structure and retaining wall contact position are provided with carriage.
2. the anti-building site of unit spliced formula according to claim 1 earth material soil erosion protection canopy; it is characterized in that: the cross section of retaining wall is inverted T shape; the upper end of retaining wall is provided with the mosaic groove coordinated with upper support structure; the middle and lower part of retaining wall is provided with at least one longitudinal hole, and the arranged outside of retaining wall has the retainer ring of fixing tarpaulin.
3. the anti-building site of unit spliced formula according to claim 1 earth material soil erosion protection canopy, is characterized in that: the height of retaining wall is 2m, and length is 4m.
4. the anti-building site of unit spliced formula according to claim 2 earth material soil erosion protection canopy, is characterized in that: the carriage of upper support structure is arranged in mosaic groove.
5. the anti-building site of unit spliced formula according to claim 2 earth material soil erosion protection canopy, is characterized in that: canopy cloth is provided with fixed band, and fixed band is connected with retainer ring.
6. the anti-building site of unit spliced formula according to claim 1 earth material soil erosion protection canopy; it is characterized in that: upper support structure comprises two portal frames; portal frame comprises two vertical supporting posts and crossbeam; the both sides, upper end of portal frame are connected by horizontal contraction pole; the both sides of portal frame are connected by lateral deformation bar, and the lower end of vertical supporting post is provided with carriage.
7. the anti-building site of unit spliced formula according to claim 6 earth material soil erosion protection canopy; it is characterized in that: lateral deformation bar comprises two connecting rods arranged in a crossed manner; the infall of two connecting rods is hinged; the end of connecting rod is connected with upper support structure by slide block, upper support structure is provided with the slip dead slot coordinated with slide block.
8. the unit spliced formula anti-building site earth material soil erosion protection canopy according to claim 1 or 6, is characterized in that: carriage comprises wheel frame, is provided with wheel in wheel frame, between wheel and wheel frame, be provided with braking clamp.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520740214.2U CN205000646U (en) | 2015-09-23 | 2015-09-23 | Building site earth material soil erosion and water loss protection canopy is prevented to unit concatenation formula |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520740214.2U CN205000646U (en) | 2015-09-23 | 2015-09-23 | Building site earth material soil erosion and water loss protection canopy is prevented to unit concatenation formula |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205000646U true CN205000646U (en) | 2016-01-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520740214.2U Withdrawn - After Issue CN205000646U (en) | 2015-09-23 | 2015-09-23 | Building site earth material soil erosion and water loss protection canopy is prevented to unit concatenation formula |
Country Status (1)
| Country | Link |
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| CN (1) | CN205000646U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113795A (en) * | 2015-09-23 | 2015-12-02 | 黄河水利职业技术学院 | Unit-spliced-type protection shed preventing soil materials on construction site from losing |
| CN109854011A (en) * | 2019-03-29 | 2019-06-07 | 上海海事大学 | A kind of telescopic cruise tooling shelter |
| CN112482873A (en) * | 2020-12-11 | 2021-03-12 | 赵明荣 | Construction equipment of pipe network is synthesized in municipal administration |
-
2015
- 2015-09-23 CN CN201520740214.2U patent/CN205000646U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113795A (en) * | 2015-09-23 | 2015-12-02 | 黄河水利职业技术学院 | Unit-spliced-type protection shed preventing soil materials on construction site from losing |
| CN109854011A (en) * | 2019-03-29 | 2019-06-07 | 上海海事大学 | A kind of telescopic cruise tooling shelter |
| CN112482873A (en) * | 2020-12-11 | 2021-03-12 | 赵明荣 | Construction equipment of pipe network is synthesized in municipal administration |
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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: 20160127 Effective date of abandoning: 20170616 |