CN1707036A - Retaining wall with wall locking buildig unit and its building method - Google Patents
Retaining wall with wall locking buildig unit and its building method Download PDFInfo
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- CN1707036A CN1707036A CN 200410046291 CN200410046291A CN1707036A CN 1707036 A CN1707036 A CN 1707036A CN 200410046291 CN200410046291 CN 200410046291 CN 200410046291 A CN200410046291 A CN 200410046291A CN 1707036 A CN1707036 A CN 1707036A
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Abstract
The retaining wall structure body comprising wall making units of sand, soil bag, etc. and hard building units of clay brick, etc has layers set between adjacent units and locking members to connect adjacent layers. The locking member is plate with lugs on two sides and the lugs stretch to adjacent layers of the wall making units. The ground sheet is preferably stretched from some layers of the wall making units to the stuffing buckling the wall making units, and the lugs in the locking member penetrate through the holes in the ground sheet, so as to fix the wall to reinforced soil structure.
Description
Technical field
The present invention system is the method for associated retaining wall and construction shelves cob wall.But particularly about by similarly be sand/mount unit or as new hardening unit such as loam brick link the retaining wall that is built up in its adjoining course.
Background technology
Retaining wall is widely used in that multiple civil engineering is emerging to be used wholely, for example be used for the support high-speed highway sloping breakwater, support noise barrier or the like.The general retaining wall of making has by earth or other and fills out on the chain block after wall is put and be compressed in to thing.Use sandbag to replace chain block construction retaining wall to come clamping to fill out thing and know, in known technology, the sandbag in the retaining wall is not to depend on mutually, relies on its quality to stablize retaining wall basically.So the retaining wall of building with sandbag is temporary but not the permanent structure thing usually.
Summary of the invention
The invention provides in the Jian Qiang unit, as sand/earth bag etc. be used for making attached in the Jian Qiang unit adjacent layer and preferable system attached to works surface one permanent structure of ground lattice sheet.Finish and adhere to through having the wall nail of charging into Jian Qiang unit articulamentum and also charging into the hole in the ground lattice sheet on the both sides, stablize the emerging thing of filling out of retaining wall structure.
Of the present invention one specializes among the embodiment, system wall unary system husky the sack of earth or other similar materials.In this explanation, the sack of any suitable filler is equipped with in [sand/earth bag] expression one, comprises sand, earth, husky mud mixture and is mixed with meadow seed or other plant etc.In another specific embodiment, manufacturing cell system be placed within the walls and link together by attachment device of the present invention after can hardening or can make its hardening.Materials similar before the loam brick that example system forms or other sclerosis; Bag of cement or or to make its sclerosis and to be installed on the location with the emerging spice mix bag of the cement of allowing its curing by drenching.Build be [can harden and build the unit] that the wall whole unit claims in above-mentioned, therefore [Jian Qiang unit] can be [sand/earth bag] or [can harden and build the unit], its difference is that the former has to have and builds the still fragile object plane of filling out behind the wall, and the latter then can hardening after wall is built or adjustment and form a robust unit.
The invention provides and comprise first most Jian Qiang unit storing adjacent to each other and form first horizontal-extending exhibition layer; The second layer that the second most Jian Qiang unit that is positioned on the first floor adjacent to each other forms; And place the retaining wall structure that makes its interlocking component that adheres between the first floor and the second layer.This interlocking component comprises a plank with upside and downside, first group of projection on the downside and second group of projection on upside, this projection can be charged into lower floor and second group of projection of unit and charge in the upper strata of unit.Interlocking component can also place ground or build on the ground of wall unit base layer below.
Retaining wall structure can be selected to comprise by the adjacent retaining wall that extends into to fill out the ground lattice plate of thing, and ground lattice plate is placed in the hole that the projection of interlocking component is passed in the ground lattice plate.Retaining wall structure also can select to comprise the plate that is used for improving durable character.
The retaining wall structure method that the present invention also provides a kind of construction to have several layers of Jian Qiang unit.This method step comprises storing adjacent to each other first most Jian Qiang unit and forms the first horizontal-extending layer, the interlocking component of on first floor, placing, have on this interlocking component downside second group of projection arranged on first group of projection and the upside, with cause first group of projection in the first floor of Jian Qiang unit, charge into the Jian Qiang unit and on first floor the most Jian Qiang of storing adjacent to each other unit form the second layer so that make second group of projection charge into the second layer of Jian Qiang unit.The method of building retaining wall can comprise placement from extending the ground lattice sheet step of filling out thing between each layer of Jian Qiang unit, and the hole in the lattice sheet of the projection nib of its interlocking component is located.
Description of drawings
Fig. 1 is the cross sectional end view of the retaining wall structure of one specific embodiment according to the present invention;
Fig. 2 is the phantom drawing of interlocking component specific embodiment;
Fig. 3 is the cross-sectional view of the 2nd figure center line 3-3;
Fig. 4 is the phantom drawing that one deck sand/earth bag of interlocking component is put in its top;
Fig. 5 is the cross-sectional view that passes in abutting connection with interlocking sand/earth bag layer;
Fig. 6 (a) illustrates the step of building in the retaining wall method to Fig. 6 (e);
Fig. 7 is the phantom drawing of the other embodiment of interlocking component to Figure 10;
Figure 11 (a) is the phantom drawing of cover plate assembly and its part to Figure 11 (c);
Figure 12 is a phantom drawing of enclosing the wall of cover plate assembly.
Among the figure
10: retaining wall 40: opposite edges
12: ground 42: boring
14: sand/earth bag 44: mounting rod
16: filler 46: sweep
18: ground lattice sheet 48: tip
22: plank 50: nut
24: projection 52: space
26: interlocking component 52: head
28: hole 122: plank
30: groove 123: cutting place
30: cover plate 126: interlocking component
32: cover plate 226: interlocking component
34: opposite edges 326: interlocking component
36: opposite edges 426: interlocking component
38: opposite edges
The specific embodiment
With reference to the 1st figure, be built in the horizontal lay that retaining wall structure 10 on the ground 12 comprises a plurality of sand/earth bag 14 and put, these series of strata vertically are disposed in the wall construction.If so practical application is preferable, the face of wall may have the gradient and non-perpendicular.The preferable system of this sack is made by the product material of spinning, and its durable and its method allows that water flows into and passes sack, and rice shoot is grown trickle mud particles is retained in the sack.
For the durability of wall, sack 14 should not be the biodegradable material.
With reference to the 2nd figure and the 3rd figure, interlocking component 26 comprises a plank 22, is generally rectangle, and is the plane in preferred embodiment, has several from the vertically extending projection 24 in plank 22 both sides.Projection 24 intensity are enough and facing to charging into sand/earth bag 14.Interlocking component 26 preferable systems are made by plastics, aluminium or other non-corrosive materials.
With reference to the 4th figure and the 5th figure, interlocking component 26 is by it being positioned on one deck sand/earth bag 14 so that the projection on the downside 24 is charged into the structure 10 that is used for keeping off soil in the sack.Second layer sack be positioned over first floor and interlocking component 26 above.Projection 24 on the upside is charged in the bag in the second layer, and the weight of sack pushes down interlocking component so that the projection on its downside is charged in the bag of first floor fully, and this projection 24 can assemble and penetrate sack fully or simply with its indentation.In arbitrary example, consider that projection [giving prominence to] enters sack.
The 6th figure explanation is according to the step in the method for preferable construction retaining wall of the present invention.With reference to the 6th (a) figure, in ground 12, dig a groove 30, suitable leveling pad or the concrete foundation in order to support prepared in the substrate of groove, and this is ready in the construction retaining wall is traditional work.First floor sand/earth 14 is placed in the groove 30 (the 6th (b) figure).Then lay more multi-layered sack 14 and put into and compress filler 16 in sand/earth sack rear.On ground, place a contigency lock construction element 26, and then place more multi-layered sack 14 (the 6th (d) figure).Then, place a contigency lock construction element 26 and put a ground lattice sheet 18 (the 6th (e) figure) that extends along filler 16 surfaces backward thereon along the superiors of sack 14.Continue to build wall in the same manner and finish desired height, shown in the 1st figure up to retaining wall.
In some was used, the ground that interlocking component 26 is positioned under 14 layers in the bag was satisfactory.At this, on leveling pad or concrete foundation, place a contigency lock construction element 26 and place first floor or basic unit's bag 14 thereon, and then according to above-mentioned construction wall.So can reduce moving with slip and auxiliary its of sack basalis correctly locatees.
According to a particular embodiment of the invention, bag 14 comprises the meadow seed or the mixture of other mulching materials and its filler.Retaining wall waters to sandbag with natural or manual type, and the ground cover plant is grown out from sack after building and finishing, and the greenery facing is provided on retaining wall.
According to another specific embodiment of the present invention, sandbag can replace with different shape, will form attractive metope in a completed wall.For example, the sandbag face side can be rectangle square or hexagon, builds metope to allow with arbitrary different interlocking pattern.Sandbag also can be transparent material, plastics for example, and its filler can be used Spanish furnish in should example.For example, filler can be the husky dish of colored green.
The 7th figure to the 10 figure illustrate the other specific embodiment of interlocking component, and in these embodiment, interlocking component has different shapes to allow the best interlocking of different shape and various layout sandbags.The sandbag that figure or shape are irregular may be gapped between in its adjoining course, so that can't fully support by the interlocking component of below sandbag with this sandbag of extend through.The preferable interlocking component that uses cutting in the supporting zone not that lies in this example is not so that the sandbag of top can be pressed onto the not support section of interlocking component.Among the 7th figure, interlocking component 126 comprises the plate 122 that projection 24 is all arranged on its both sides, and this plate 122 generally is the C shape, has a space 123 between the arm of C.Interlocking component 26 be placed in sand/earth bag the layer between in case make space 123 in lower floor on the gap between the sandbag.Part sandbag extend through space 123 in the upper strata also directly leans against on the sandbag of below.In addition, plastics or the other materials demand that reduces member allowed in the design of the 7th figure, and therefore spends less.The similar design of the 10th diagram wherein all has the interlocking component 226 of projection 24 generally to lie in its middle ladder configuration 52 that has on its both sides.As the specific embodiment of the 7th figure, this interlocking component allows that the part of top sandbag directly leans against on the sandbag of below and adjoining course that will sandbag is interlocked together.The narrower side of ladder configuration 52 will be placed backwards, and ground lattice sheet only is attached to above-mentioned narrower place, and is same, and in making the required material of interlocking component, this design realizes saving cost.
The 8th figure and the 9th figure more show two other configuration.Among the 8th figure, interlocking component 326 is the plate of a semi-cylindrical form.Among the 9th figure, interlocking component 426 is the plate of a L shaped shape, the pattern of two kinds of interlocking components is all suitable be used for the interlocking sand/earth bag of suitable shape.For example, to be used in the cross section of sandbag 24 be hexagon to the plate among the 9th figure.Plate among the 8th figure can be used in the cross section of sandbag for circular.Be used for cooperating sandbag to guarantee firm contacting between plate and sandbag with shape as the shape of plate among the 8th figure and the 9th figure.Can any to need the sand/earth bag of shape be conspicuous according to demand configuration interlocking.In another specific embodiment of the present invention, build the wall unary system construction unit that can harden.For example, can harden and build the similar material that the unit can be the loam brick, concrete or the use before its sclerosis that just form; Or think bag of cement or for by drenching the cement and the spice mix bag of allowing its curing after making its sclerosis and being installed on the location; Or any enough softnesses the projection of interlocking component is penetrated but its be placed to the location after can hardening the similar material of (for example with regard to cement or cement and spice mix bag, then it is drenched and allow its curing then).This can harden to build and must enough firmly keep its external form when unit uses and can bear and pile up, and in other words, it can pile up and can avalanche or break.As for the clay or the concrete block that have just formed, it should be semi-harden block.It is identical as the production method of sand/earth with above-mentioned retaining civil engineering wall unit using the retaining wall of building the unit making that can harden according to the specific embodiment of the invention.This method of making retaining wall has comprised the step of allowing or can harden construction unit hardening more.For example, the construction unit that can harden is a loam brick, is used in when the projection 24 that makes plate 122 can be worn easily in the retaining wall building when it is still enough soft.Along with the construction of wall, loam brick solidifies and hardening gradually.Can harden and build unary system cement or cement and spice bag, it makes the mode that is used for building retaining wall identical with above-mentioned sand/earth bag; Then, drench the sack transfiguration and permitted its curing, cause cement and spice hardening in each sack.About the construction by sand/earth bag system wall, a contigency lock construction element 26 can also be used in the basalis below of building the unit in hardening as previously mentioned.
Retaining wall of the present invention can select to comprise be attached to metope on cover plate.With reference to the 11st figure and the 12nd figure, cover plate assembly 30 has general rectangle cover plate 32, and it can be made by wood, concrete, plastics or other materials.Plate 32 has opposite edges 34,36 and 28,40 and be that first corner provides the hole 42 that is fit to hold mounting rod 44.Shown in the 11st (b) figure, mounting rod 44 has a sweep 46 and the tip 48 and the other end in the one end and engraves screw-threaded engagement portion and have a nut 50 of 52.
When can hardening when building the unit and making by sand/earth bag or as cement and spice (but not wall of being made by the firm module block that forms), 30 pairs of retaining walls of the present invention of cover plate assembly have the special application of the durability and the outward appearance that are used for promoting this wall.Cover plate assembly system is attached on the wall near metope up to the inboard of cover plate 32 by bar 44 tip ends being pressed in the bag.The sweep 46 of bar 44 is strengthened the filler material of sand/earth bag or the combination of the interior bar of material of the construction unit that can harden.The cover plate assembly that increases forms a firm integral body near being fixed to mutually on the wall.Shown in the 11st figure, opposite edges 34,36 and 38,40 are concave surface and convex surface one after the other, so come to align with plate and identical coincideing is provided in abutting connection with the mutual intussusception of cover plate.Illustrate among the 12nd figure, place cover plate and arrange so that form a preferable brickwall.
For those people who has known the technology of the open viewpoint in front, can carry out many changes and correction and do not deviate from its spirit in implementing the present invention is conspicuous with category.For example, interlocking component can be made has the external form that elasticity is guaranteed the Jian Qiang unit, and the projection that can be spinosity on it is strengthened adhering to of itself and Jian Qiang unit, and angle that can be non-perpendicular on its slave plate is outstanding.Described change and correction are category of the present invention.
Claims (7)
1. one kind has the retaining wall of locking the wall construction unit, and it is characterized in that: it includes: (a) placement adjacent to each other forms first most Jian Qiang unit of the first horizontal-extending layer; (b) the second most Jian Qiang unit that forms the second horizontal-extending layer on the above-mentioned first floor that is positioned over adjacent to each other; (c) interlocking component that between above-mentioned first and second layer, its Jian Qiang unit of this second layer and its Jian Qiang unit of this first floor is adhered to, each interlocking component includes: (i) plank with upside and downside; First group of projection (ii) arranged on the downside of this plank; And second group of projection arranged on side on this plank (iii); This projection can be charged into the Jian Qiang unit; And (d) between above-mentioned first and second layer, place this Jian Qiang unit and charge into Jian Qiang unit in the above-mentioned upper strata so that make this first group of projection charge into Jian Qiang unit in the above-mentioned lower floor and this second group of projection.
2. the retaining wall with lock wall construction unit according to claim 1, it is characterized in that: it more comprises a ground lattice sheet from the back filler that extends into this retaining wall structure between the above-mentioned first floor and the second layer, this ground lattice sheet wherein has several holes, and places this ground lattice sheet so that make aforementioned first or second group of projection pass the hole of above-mentioned ground lattice sheet; Wherein this builds wall unary system one sand/earth bag, and this sand/earth bag has the transparent lid and the filler of Spanish furnish, and this sand/earth bag contains the seed that covers ground; Being used for adhering to the first horizontal-extending layer of a Jian Qiang unit and a perpendicular abutment to the interlocking component of the second horizontal-extending layer of the Jian Qiang unit of this first floor includes one and has the main part that can charge at the projection of this Jian Qiang unit of this first floor or the second layer, this main part is one to have the plank of a upper strata and a lower floor, all have a plurality of these projections on each this layer, this plank can be by the projection that is placed on this upper strata or this lower floor charging into two levels in abutting connection with the Jian Qiang unit, and extensible leap in this first floor or the second layer to two levels of small part in abutting connection with the Jian Qiang unit; Wherein the outstanding system adjustment in upper strata and lower floor is to pass the hole of ground lattice sheet; Wherein this plank is general C shape.
3. the retaining wall with lock wall construction unit according to claim 1 and 2 is characterized in that: wherein this builds the wall unary system one construction unit that can harden; Wherein this plank is a rectangle; Wherein this plank is general C shape; Wherein this plank system is half-cylindrical; Wherein have the trapezoidal of cutting place in the middle of this plank system; Wherein this plank is general L shaped shape; It has more comprised the cover plate assembly that is installed on this retaining wall face, and this assembly has a cover plate and is used for loading onto this cover plate to above-mentioned wall construction and to its face formation one whole member of cover plate continuously; Wherein this plank system is half-cylindrical; Wherein have the trapezoidal of cutting place in the middle of this plank system; Wherein this plank is general L shaped shape; Wherein this plank can be by the projection that is placed on this upper strata or this lower floor charging into two levels in abutting connection with the Jian Qiang unit, and extensible leap in this first floor or the second layer to two levels of small part in abutting connection with the Jian Qiang unit.
4. construction method with retaining wall of lock wall construction unit, it is characterized in that: its step comprises: (a) placement adjacent to each other first most Jian Qiang unit is to form one first horizontal-extending layer; (b) on the first floor of above-mentioned Jian Qiang unit, place interlocking component, this interlocking component comprises a plank with upside and downside, first group of projection on the downside of this plank and second group of projection on the upside of this plank so that this above-mentioned first group projection is charged into a Jian Qiang unit of the first floor of this Jian Qiang unit; And (c) form the second horizontal-extending layer, so that this projection of above-mentioned second group of projection is charged into a Jian Qiang unit of the second layer of this Jian Qiang unit in second most Jian Qiang of placement last adjacent to each other unit of above-mentioned first floor.
5. construction method with retaining wall of lock wall construction unit, it is characterized in that: its step comprises: (a) first most Jian Qiang unit of placement adjacent to each other forms one first horizontal-extending layer; (b) placement one extends into the ground lattice sheet of retaining wall structure rear filler from this first floor top, and this ground lattice sheet wherein has several holes; (c) on the first floor of this Jian Qiang unit and this ground lattice sheet, place interlocking component, this interlocking component comprises a plank with upside and downside, first group of projection on the downside of this plank and second group of projection on the upside of this plank so that this projection of above-mentioned first group of projection dashed forward above-mentioned ground lattice sheet the hole and enter a Jian Qiang unit of the first floor of this Jian Qiang unit; And (d) form the second horizontal-extending layer, so that this projection of above-mentioned second group of projection is charged into a Jian Qiang unit of the second layer of this Jian Qiang unit in second most Jian Qiang of placement last adjacent to each other unit of above-mentioned first floor.
6. construction method with retaining wall of lock wall construction unit, it is characterized in that: its step comprises: (a) first most Jian Qiang unit of placement adjacent to each other forms one first horizontal-extending layer; (b) on the first floor of this Jian Qiang unit, place interlocking component, this interlocking component comprises a plank with upside and downside, first group of projection on the downside of this plank and second group of projection on the upside of this plank so that this above-mentioned first group projection is charged into a Jian Qiang unit of the first floor of this Jian Qiang unit; (c) place a ground lattice sheet that extends into retaining wall rear filler from this first floor top, this ground lattice sheet wherein has several holes, places consequently the dashed forward hole of this ground lattice sheet of this projection of above-mentioned second group of projection of this ground lattice sheet on above-mentioned interlocking component; And (d) form the second horizontal-extending layer, so that this projection of above-mentioned second group of projection is charged into a Jian Qiang unit of the second layer of this Jian Qiang unit in second most Jian Qiang of placement last adjacent to each other unit of above-mentioned first floor.
7. according to claim 4,5 or 6 described construction method with retaining wall of lock wall construction unit, it is characterized in that: it more is included in the step of placing above-mentioned interlocking component under the first horizontal-extending layer of above-mentioned Jian Qiang unit; Wherein this builds wall unary system one a husky earth bag; Wherein this builds the wall unary system one construction unit that can harden, and it more comprises allows or cause above-mentioned the sclerosis to build the step of unit hardening; It more comprises cover plate assembly is attached to this retaining wall structure forms a firm continuous cover plate with the face to this retaining wall structure step; Wherein this plank by the projection that is arranged on this upper strata or this lower floor charging into two levels in abutting connection with the Jian Qiang unit, and extensible leap in this first floor or the second layer to two levels of small part in abutting connection with the Jian Qiang unit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410046291 CN1707036A (en) | 2004-06-10 | 2004-06-10 | Retaining wall with wall locking buildig unit and its building method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200410046291 CN1707036A (en) | 2004-06-10 | 2004-06-10 | Retaining wall with wall locking buildig unit and its building method |
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| CN1707036A true CN1707036A (en) | 2005-12-14 |
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| CN 200410046291 Pending CN1707036A (en) | 2004-06-10 | 2004-06-10 | Retaining wall with wall locking buildig unit and its building method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100529277C (en) * | 2006-01-26 | 2009-08-19 | 徐江宁 | Soil-blocking wall and its interlinking member and production method of interlinking member |
-
2004
- 2004-06-10 CN CN 200410046291 patent/CN1707036A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100529277C (en) * | 2006-01-26 | 2009-08-19 | 徐江宁 | Soil-blocking wall and its interlinking member and production method of interlinking member |
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