CN205369160U - It plants living barricade precast concrete piece and system to assemble green fast - Google Patents
It plants living barricade precast concrete piece and system to assemble green fast Download PDFInfo
- Publication number
- CN205369160U CN205369160U CN201521134917.7U CN201521134917U CN205369160U CN 205369160 U CN205369160 U CN 205369160U CN 201521134917 U CN201521134917 U CN 201521134917U CN 205369160 U CN205369160 U CN 205369160U
- Authority
- CN
- China
- Prior art keywords
- raw groove
- groove
- planting
- plant
- extension board
- 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.)
- Active
Links
Landscapes
- Cultivation Receptacles Or Flower-Pots, Or Pots For Seedlings (AREA)
Abstract
Assemble the green fast and plant living barricade precast concrete piece, give birth to including vertical planting and lead to the groove, still including be located plant give birth to lead to the groove both sides lead to the groove rather than the parallel structure of axis, still include and lead to that the fluted shaft line is crossing plants living board with planting to give birth to, plant the partition of living board and plant the living groove that leads to, it gives birth to to lead to and sets up the drainage window on the tank bottom wall to plant planting of living board top, it sets up matched with concave part and convex part to plant the top and the bottom of giving birth to logical groove. Form a retaining structure who compromises structure bearing capacity and environment coordination. Still plant living barricade system including assembling the green fast.
Description
Technical field
This utility model relates to the E02 classification in IPC classification, i.e. hydraulic engineering in fixed buildings category；Basis；Dredging classification.Relate generally to the parts of soil body stability maintenance, structural texture, particularly relate to the parts of barricade, structural texture.
Background technology
In the retaining structure in civil engineering field, gravity type retaining structure is the most general.Gravity type retaining structure form is single, and mostly is cast-in-place, formwork erection complex procedures, long construction period.Gravity type props up gear cannot solve drainage problem behind, not only consumes a large amount of raw material but also make impeded drainage, and cost remains high.
Geotechnique builds and is increasingly approved by society with Coordination Development Between Eco-environment, also occurs in that landscape type retaining structure.Such as: application number is " a kind of planting type soil block " of the patent documentation record of 200710121284.X, in scheme, block is arranged and plants growth hole formation cavity, it is ensured that the growing space of root system of plant or tiny biology.Application number is " planting type soil block " of the patent documentation record of 2009202342794, in scheme, utilize dust block to arrange the main aperture differed and side opening forms larger porosity so that dust block code forms better planting effect and the balance of better dust block stability after building.Application number is " the straw-planting type dust block of a kind of energy independent assortment and the retaining wall of drystone " of the patent documentation record of 201220267747X, the straw-planting type dust block utilizing laying in scheme forms bigger planting and gives birth to and breeding spaces, utilizes the section bars such as anchoring rods fixing formation retaining wall simultaneously.
In such scheme, planting for the purpose of use of making profits by dust block, improve the problem that dust block is isolated to soil body Environment-Ecosystem.But dust block remains individual simple laying, simply connect even with auxiliary securing member and also lack the effective overall fixed structure forming retaining wall.
Such as application number is " a kind of inter-embedding type ecological block retaining wall and the construction method thereof " of the patent documentation record of 2012101577074, scheme gives one utilize building block perforate and gap to meet to plant raw demand, be conducive to the environment that the water resources such as river course are abundant to use.Give the groove utilizing building block simultaneously and projection carries out the technology enlightenment of inter-embedding type connection.But its building block perforate and gap lack necessary raw key element of planting to be considered, is unfavorable for widely using.This attachment structure is subject to topography and geomorphology impact, and application limitation is relatively big, lacks multidirectional stability structure and integrated structure, is unfavorable for bearing soil body extruding, is only used for simply stacking along the gradient.
Utility model content
The purpose of this utility model is to provide a kind of quick-assembling green plant growth barricade precast concrete block, solves existing barricade pre-constructed unit and cannot take into account high-bearing capacity stability, with ecological environment cannot effective integration, and then form the technical problem building defect.
Another purpose of the present utility model is to provide a kind of quick-assembling green plant growth wall system, solves existing barricade and cannot ensure the technical problem of high-bearing capacity stability while taking into account ecological environment.
Quick-assembling green plant growth barricade precast concrete block of the present utility model, raw groove is planted including vertical, also include being positioned at the structure groove parallel with its axis planting raw groove both sides, the plate from plant wastes also included and plant raw groove axes intersect, described plate from plant wastes separates plants raw groove, planting above described plate from plant wastes offers draining window on raw groove diapire, described in plant the top of raw groove and bottom arranges the recess and protuberance that match.
The described raw groove diapire of planting planting raw groove extends to form to both sides and plants raw groove extension, described plant raw groove two plant raw groove sidewall symmetry to both sides abduction, raw groove valgus is planted in the formation of turning up of the described end symmetric planting raw groove sidewall, plants raw groove extension, plants raw groove sidewall and plants raw groove valgus form described structure groove described in homonymy.
Described plate from plant wastes includes the first extension board, the second extension board and the 3rd extension board that are linked in sequence, first extension board is vertical with the axis planting raw groove, its rear end is fixed on the bottom planting raw groove diapire, and two ends are separately fixed at the planting on raw groove sidewall of homonymy around；
The rear end of the second extension board is fixed on the front end of the first extension board, what two ends were separately fixed at homonymy around plants on raw groove sidewall, the front end of the second extension board extends to the notch place planting raw groove obliquely upward, and the angle of the first extension board and the second extension board is between degree to degree.
The extension in the same direction of the 3rd extension board and the second extension board, the left and right go-and-retum of the 3rd extension board from plant equal to two the left and right go-and-retum of raw groove valgus from, it is fixed on the front end of the second extension board in the middle part of the rear end of the 3rd extension board, the rear end left part of the 3rd extension board is fixed on the front end face planting raw groove valgus in left side, and the rear end right part of the 3rd extension board is fixed on the front end face planting raw groove valgus on right side.
Fixing rectangular boss, the two ends, left and right of described rectangular boss front end face on the bottom sidewall of described draining window, fix a pair water storage baffle plate, the rear end of water storage baffle plate is fixed in rectangular boss, and the bottom of water storage baffle plate and front end are fixed with plate from plant wastes and be connected.
Described protuberance plants, described in including, first trapezoid boss identical with planting raw groove bottom wall thickness that the middle top of raw groove diapire is arranged, and plants second trapezoid boss identical with planting raw groove sidewall thickness that the middle top of raw groove sidewall is arranged described in also including；Described recess include described in plant that the bottom of raw groove diapire arranges with the first corresponding first trapezoidal groove of trapezoid boss profile, plant the bottom of raw groove sidewall described in also including and be set to and the second corresponding second trapezoidal groove of trapezoid boss profile.
The described spacing planting raw groove extension top and bottom, with the spacing planting raw groove diapire top and bottom, with the spacing planting raw groove valgus top and bottom, equal with the spacing of bottom with planting raw groove top side wall, the same side end planting raw groove extension and plant raw groove valgus is concordant, and concordant of formation is vertical with planting raw groove diapire.
The quick-assembling green plant growth wall system of the present invention, including described quick-assembling green plant growth barricade precast concrete block, some described quick-assembling green plant growth barricade precast concrete blocks left-right situs in the horizontal direction in a facade, under in the vertical direction stacking, form assembled main body, in described assembled main body, the described structure groove that level is adjacent forms a structure connecting hole, and vertically adjacent described structure connecting hole series connection is fixing；
In the described structure connecting hole of series connection, by arrangement of reinforcement axial reinforcement, cast-in-place concrete forms constructional column.
Also including strip footing, be made up of equidirectional substrate plate and tenon, the top of tenon is fixed on bottom substrate plate, and the wall heel of substrate plate arranges the gradient, the described assembled main body of described wall heel carrying.
Axial reinforcement in described constructional column is by length packet, and one end of axial reinforcement is embedded in strip footing, and the other end of axial reinforcement forms the discrepancy in elevation by length.
Also including the capping beam building formation, by being fixed on assembled body top with the connection of described constructional column reinforcing bar, described capping beam (400) width is corresponding to the height of described constructional column (300).
Quick-assembling green plant growth barricade precast concrete block of the present utility model meets simultaneously and ensures that environment plants raw and carrying assembling flexibly function, it is provided that retaining structure structural bearing capacity and environmental harmony taken into account.
Quick-assembling green plant growth wall system of the present utility model is in order to substitute traditional Gravity Retaining Wall, it is possible to saves the concrete material of more than 80%, greatly reduces the consumption of raw material and the energy.The weight of himself is also greatly reduced by the impact of this utility model precast concrete block, and the soil filled can increase the weight of himself, and the stability of the green plant growth barricade body of wall formed is had positive role.Reduce substantial amounts of constructional column form work engineering amount, reduce concrete and just now make consumption.What be effectively formed barricade and environment plants raw ecosystem effective integration.
Accompanying drawing explanation
Fig. 1 is the axonometric drawing of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 2 is the front view of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 3 is the top view of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 4 is the left view of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 5 is the right view of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 6 is the rearview of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 7 is the upward view of this utility model quick-assembling green plant growth barricade precast concrete block；
Fig. 8 is the axonometric drawing that in this utility model quick-assembling green plant growth wall system, precast concrete block is vertically arranged structure；
Fig. 9 is the front view of the horizontal flat raft array structure of precast concrete block in this utility model quick-assembling green plant growth wall system；
Figure 10 is the left view of precast concrete block vertical array structure in this utility model quick-assembling green plant growth wall system；
Figure 11 is the rearview of precast concrete block vertical array structure in this utility model quick-assembling green plant growth wall system；
Figure 12 is the axonometric drawing of precast concrete block lateral arrangement structure in this utility model quick-assembling green plant growth wall system；
Figure 13 is the front view of precast concrete block lateral arrangement structure in this utility model quick-assembling green plant growth wall system；
Figure 14 is the left view of precast concrete block lateral arrangement structure in this utility model quick-assembling green plant growth wall system；
Figure 15 is the top view of precast concrete block lateral arrangement structure in this utility model quick-assembling green plant growth wall system；
Figure 16 is the radial projection figure of strip footing in this utility model quick-assembling green plant growth wall system；
Figure 17 is the left view of strip footing in this utility model quick-assembling green plant growth wall system；
Figure 18 is the axle side perspective view of constructional column in this utility model quick-assembling green plant growth wall system；
Figure 19 is the upward view of constructional column in this utility model quick-assembling green plant growth wall system；
Figure 20 is the axonometric drawing of this utility model quick-assembling green plant growth wall system；
Figure 21 is the left view of this utility model quick-assembling green plant growth wall system.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in detail.
Quick-assembling green plant growth barricade precast concrete block (abbreviation precast concrete block) of the present utility model is overall precast concrete, for to improve tension, anti-compression property further in overall precast concrete, it is additionally included in one or more of the reinforcing bar, bar-mat reinforcement, steel plate or other tensile materials that wherein add.
As shown in Figure 1, quick-assembling green plant growth barricade precast concrete block 100 includes vertical planting raw groove 110, plant in raw groove 110 with being fixed on, with the plate from plant wastes 120 planting raw groove 110 axes intersect, the raw groove diapire 130 of planting planting raw groove 110 extends to (left and right) both sides, is formed respectively plant raw groove extension 140 planting raw groove 110 both sides；
Fig. 1 and in conjunction with shown in Fig. 3, plants (two) of raw groove 110 and plants raw groove sidewall 150 to both sides abduction so that plant raw groove sidewall 150 and plant raw groove diapire 130 oblique；
Turning up in (front) end planting raw groove sidewall 150 planting raw groove 110, is formed and plant raw groove valgus 160；
Homonymy plant raw groove extension 140, plant raw groove sidewall 150 and plant raw groove valgus 160 order surround the structure groove 170 planting raw groove 110 (left and right) both sides.
Plate from plant wastes 120 extends to the notch direction planting raw groove 110, and plate from plant wastes 120 extends notch and plants raw groove valgus 160 and be connected.
Planting above plate from plant wastes 120 offers draining window 180 on raw groove diapire 130.
Plate from plant wastes 120 will be planted raw groove 110 and is divided into containment portion and prevents part of toppling.
On the top and bottom of planting raw groove 110, the recess and protuberance that match are set.
As described in Fig. 2, Fig. 3, Fig. 4 and Fig. 5, plant the axis vertical of raw groove 110 upwards, planting raw groove diapire 130, plant raw groove sidewall 150 with two parallel with its axis, plant raw groove diapire 130 and plant the flat board that raw groove sidewall 150 is rectangle, planting raw groove sidewall 150 symmetry and be fixed on the two ends planting raw groove diapire 130, the rear end face planting raw groove sidewall 150 is fixed on the front end face planting raw groove diapire 130；
The spacing planting raw groove diapire 130 top and bottom and the spacing planting raw groove sidewall 150 top and bottom are equal；
Planting raw groove diapire 130 and plant, to what both sides extension (difference) were formed, the flat board that raw groove extension 140 is rectangle, symmetry is fixed on plants raw groove diapire 130 two ends, is generally aligned in the same plane with it；
Plant the spacing of raw groove extension 140 top and bottom and plant raw groove diapire 130 and to plant the spacing of raw groove sidewall 150 top and bottom equal；
Plant raw groove sidewall 150 symmetry to both sides abduction for two, form two rear ends planting raw groove sidewall and be smaller than front end spacing；
Two end symmetric planting raw groove sidewall 150 turn up formed plant the flat board that raw groove valgus 160 is rectangle, plant raw groove valgus 160 and be fixed on the front end planting raw groove sidewall, be generally aligned in the same plane, parallel with planting raw groove diapire 130；
The spacing planting raw groove valgus 160 top and bottom and the spacing planting raw groove diapire 130 top and bottom are equal；
The same side end planting raw groove extension 140 and plant raw groove valgus 160 is concordant, and concordant of formation is vertical with planting raw groove diapire 130.
In structure groove 170, the top planting raw groove sidewall 150 arranges lifting rod iron perforation 141, inserts lifting rod iron for component when lifting by crane.Planting raw groove sidewall 150 bottom, one to two elongated reinforcing bar 171 is set, elongated reinforcing bar 171 is embedded in plate from plant wastes 120, running through the structure groove 170 of both sides, two ends are stretched out concordant with the notch (i.e. prefabricated component edge) of structure groove 170, Bar Anchorage during for being connected with constructional column.
Simultaneously, can according to technology requirements such as geological conditions, planting raw groove sidewall 150 end edge (fore-and-aft direction of sidewall), planting the end edge (fore-and-aft direction of sidewall) of raw groove extension 140 and plant in the end edge (fore-and-aft direction of sidewall) of raw groove valgus 160, it is respectively provided with the second reinforced steel bar perforation 142 run through, to strengthen the bonding strength of component and constructional column.
As shown in Fig. 2, Fig. 3 and Fig. 7, plate from plant wastes 120 includes the first extension board the 121, second extension board 122 and the 3rd extension board 123 of the class rectangle being linked in sequence, first extension board 121 is vertical with the axis planting raw groove 110, its rear end is fixed on plants on raw groove diapire 130, close to bottom, two ends are separately fixed at the planting on raw groove sidewall 150 of homonymy around.
The rear end of the second extension board 122 is fixed on the front end of the first extension board 121, what two ends were separately fixed at homonymy around plants on raw groove sidewall 150, the front end of the second extension board 122 extends to the notch place planting raw groove 110 obliquely upward, and the angle of the first extension board 121 and the second extension board 122 is between 150 degree to 180 degree.
The extension of the 3rd extension board 123 and the second extension board 122 is in the same direction, the left and right go-and-retum of the 3rd extension board 123 from plant equal to two left and right, the outside go-and-retum of raw groove valgus 160 from, it is fixed on the front end of the second extension board 122 in the middle part of the rear end of the 3rd extension board 123, the rear end left part of the 3rd extension board 123 is fixed on the front end face planting raw groove valgus 160 in left side, the rear end right part of the 3rd extension board 123 is fixed on the front end face planting raw groove valgus 160 on right side, and the front end of the 3rd extension board 123 is arc.
3rd extension board 123, to plant raw groove extension 140 concordant with the same side end planting raw groove valgus 160, and concordant of formation is vertical with planting raw groove diapire 130.
The thickness of the first extension board 121 and the thickness of the second extension board 122 rear end are identical, taper into the 3rd extension board 123 nose thickness from the second extension board 122 rear end.
As shown in Figure 2 and Figure 6, draining window 180 is opened in plant plants in the middle part of raw groove diapire 130 between raw groove sidewall 150, it is one run through the rectangular through-hole planting raw groove diapire 130, fixing and draining window 180 stack pile (namely with the front/rear end spacing stack pile planting raw groove diapire 130) on the bottom sidewall of draining window 180, rectangular boss 181 equally spaced with draining window about 180 sidewall, the junction of sidewall and left and right sidewall bottom draining window 180, and the junction rounding off of sidewall bottom rectangular boss 181 two ends and draining window 180, the junction of draining window 180 top sidewall and left and right sidewall forms chamfered transition, the bottom sidewall of draining window 180 is slightly above the first extension board 121 of plate from plant wastes 120.
As shown in Figure 3, two ends, left and right at rectangular boss 181 front end face, (parallel) fixes a pair water storage baffle plate 124, the rear end of water storage baffle plate 124 is fixed in rectangular boss 181, the bottom of water storage baffle plate 124 and front end are fixed be connected with the first extension board 121 and second extension boards 122 of plate from plant wastes 120, and the bottom of water storage baffle plate 124 and the shape of front end are adaptive with the link position of the first extension board 121 of plate from plant wastes 120 and the second extension board 122.Water storage baffle plate 124, rectangular boss 181 and plate from plant wastes 120 surround the aqua storage tank 126 on plate from plant wastes 120.
Water storage baffle plate 124 height adjustable, so just can form the aqua storage tank 126 of adaptation different geographical hydrologic condition by regulating the height of water storage baffle plate 124.
The top of water storage baffle plate 124 is lower than the top of rectangular boss 181.
Utilize the discrepancy in elevation of the bottom sidewall of draining window 180 and the first extension board 121 of plate from plant wastes 120, it is also possible on plate from plant wastes 120, form aqua storage tank 126.
Plate from plant wastes 120 forms deeper texture, it is also possible on plate from plant wastes 120, form aqua storage tank 126..
As it is shown in fig. 7, the structure blind hole 125 of cylinder is offered in the bottom of the first extension board 121, the base diameter of structure blind hole 125 is less than opening part diameter.
As shown in Fig. 2, Fig. 4, Fig. 5 and Fig. 6, at the top (middle part) planting raw groove diapire 130, first trapezoid boss 131 identical with planting raw groove diapire 130 thickness is set, in the bottom (middle part) planting raw groove diapire 130, arrange and the first corresponding first trapezoidal groove 132 of trapezoid boss 131 profile.
At the top (middle part) planting raw groove sidewall 150, second trapezoid boss 151 identical with planting raw groove sidewall 150 thickness is set, in the bottom (middle part) planting raw groove sidewall 150, arrange and the second corresponding second trapezoidal groove 152 of trapezoid boss 151 profile.
Planting recess i.e. first trapezoidal groove 132, second trapezoidal groove 152 of raw groove 110, protuberance i.e. first trapezoid boss the 131, second trapezoid boss 151.
Quick-assembling green plant growth barricade precast concrete block of the present utility model meets simultaneously and ensures that environment plants raw and carrying assembling flexibly function.Utilize embedded bar and steel grid and concrete to form precast member for reinforcing bar concrete, take full advantage of the ripe manufacturing process of existing building technology, it is ensured that the necessary rigidity of precast concrete block and toughness.
By planting raw groove extension 140, plant raw groove sidewall 150 and planting the notch of the structure groove 170 that raw groove valgus 160 is formed, substantially vertical with the notch direction planting raw groove 110, raw groove 110 is shared plants raw groove sidewall 150 with planting, define three notches direction vertical distribution in the planes so that the sidewall of each groove and diapire can uniformly carry and conduct the huge load of vertical direction.During the share common sidewalls of each groove or diapire pressure-bearing again, different groove can be subject to and bear the shearing force that load is formed, each shearing force is because of the impact of groove distribution arrangement, major part is offset, precast concrete block stress structure can easily be born, it is to avoid the precast concrete block local of main bearing load produces irresistible internal stress and causes breakage.
What the effective water storage that precast concrete block is separated into top of plate from plant wastes 120 planted first portion and bottom prevents stabilizing base part of toppling, plate from plant wastes 120 utilizes the topple water-retention on stability characteristic (quality) and top of preventing that progressive thickness from back to front and angle improve bottom to deposit soil characteristic, the thickness of plate from plant wastes 120 is thinning gradually after stablizing one section from back to front, make the gravitational stability planting raw groove diapire 130 direction planting raw groove 110 more excellent, after forming precast concrete block, there is hypsokinesis trend under static-stability state in heavy front light structure.Utilize hypsokinesis trend to make plate from plant wastes 120 thinning forward, and extend the notch planting raw groove 110, form the novel structure of a kind of prolongation moment active balance hypsokinesis trend utilizing the 3rd extension board 123.Utilize this structure filling soil plantation vegetation on plate from plant wastes 120, raw covering is planted realizing being combined with environment, the while of recovering the green vegetation wrecked in railway, highway construction, the soil plantation vegetation filled is utilized to increase the deadweight of precast concrete block, in conjunction with extending equalising torque hypsokinesis trend, form the precast concrete block including soil plantation vegetation so that it is center of gravity moves forward to optimum load bearing space.
Plant the symmetry of raw groove sidewall 150 to both sides abduction, expand the area planting raw groove 110 open-mouth, from back to front, the raw groove sidewall 150 water storage on top of planting of upwardly extending second extension board 122 and the 3rd extension board 123 and abduction is planted first portion and is defined a semi-open accommodation space tilted.The earthwork formed in the process that vegetation natural subsidence is closely knit is planted overall as soil therein, have to planting the trend that raw groove diapire 130 moves, soil plantation vegetation is not easily moved to planting raw groove 110 open-mouth, ensure that root system is stable, moisture and soil not easily run off, it is to avoid the soil in soil plantation vegetation process fills the local cavity that change brings.
And plant the soil plantation vegetation filled between raw groove sidewall 150 and plate from plant wastes 120 by effect of weight in both sides abduction, the precast concrete block planting first portion with the water storage on top is fully combined, the topple precast concrete block of stabilizing base part of preventing making bottom can carry equably, do not change the interior state planting raw groove 110, maintain the Long Service Life of precast concrete block.
The setting of draining window 180 makes the soil ecosystem inside and outside raw groove 110 of planting of precast concrete block 100 connect, when the water storage on top plants when planting excessive rainfall in raw groove 110 of first portion, hydrops can be avoided soil erosion by draining window 180 to discharge in soil behind.In the soil of behind, excessive hydrops can also be discharged by planting raw groove 110 by draining window 180 simultaneously, discharge the lateral fluid pressure to precast concrete block 100 in the soil of behind, ensure precast concrete block, and the stability of the stacking set of precast concrete block, it is to avoid the stacking set of precast concrete block is collapsed because of water pressure.When root system of plant can increase stability after being connected with precast concrete block 100 soil behind further.Efficiently solving retaining structure drainage problem behind, the permeable draining window of root system of plant stretches into soil behind simultaneously, increases bonding strength and the stability of a gear and soil.
Rectangular boss 181 on draining window 180 is combined with water storage baffle plate 124, and the aqua storage tank 126 surrounded with plate from plant wastes 120 is limited by the angle of inclination of plate from plant wastes 120, it is possible to root root needs to maintain necessary moisture storage capacity, further increases the environment protecting of precast concrete block.The height of water storage baffle plate 124 according to the weather conditions of present position, can be regulated further, meet the needs of vegetation growth moisture requirement.As: arid area arranges the bigger degree of depth, it is simple to moisture stores, it is ensured that plant the moisture requirement of growth；Relatively area of heavy rainfull, arranges the less degree of depth, is beneficial to moisture and discharges, it is to avoid it is rotten for taking root, and meets the arid of soil plantation vegetation, moist growing environment.
As shown in Figure 8, Figure 9, Figure 10 and Figure 11, in actual applications, by two quick-assembling green plant growth barricade precast concrete blocks of the present utility model towards same direction, under in the vertical direction stacking, first trapezoidal groove 132 and second trapezoidal groove 152 planted bottom raw groove 110 of top precast concrete block, work in coordination kayser with first trapezoid boss 131 planting raw groove 110 top of lower section precast concrete block and the second trapezoid boss 151 so that two precast concrete blocks are combined into entirety.
As shown in Figure 12, Figure 13, Figure 14 and Figure 15, in actual applications, by two quick-assembling green plant growth barricade precast concrete blocks of the present utility model towards same direction, left-right situs in the horizontal direction, the structure groove 170 that two precast concrete blocks are adjacent, utilize precast concrete block deadweight combine closely, parallel to the axis two around two construct groove 170 form one structure connecting hole 190.Utilize U-shaped reinforcing bar clamp to form the colligation of steel grid through the reinforced steel bar perforation 141 on structure groove 170, utilize the elongated reinforcing bar 171 stiffener grid in structure groove 170 simultaneously.
The first trapezoidal groove 132 and the second trapezoidal groove 152 that precast concrete block is worked in coordination, under first trapezoid boss 131 and the second trapezoid boss 151 in the vertical direction stacking time work in coordination kayser, make upper and lower two pieces of mutual lockings of precast concrete block not be subjected to displacement, increase bonding strength.The rational profile design of precast concrete block simultaneously, the contact area of two pieces of precast concrete blocks when making mutual locking is fully and closely, prevent the changing of the relative positions so that load weight can directly, conduct without loss, it is to avoid two pieces of precast concrete block joint portions occur that internal stress is assembled.Be conducive to the alignment in installation process and stable simultaneously.
When two precast concrete blocks rely in the horizontal direction side by side, adjacent structure groove 170 forms the structure connecting hole 190 combined closely, structure connecting hole 190 has automatically formed a part of formwork for placing of cast-in-place constructional column, when the precast concrete block of horizontal alignment dependence between two carries out vertical direction stacked on top simultaneously, the structure connecting hole 190 along axis series connection will form the complete formwork for placing of cast-in-place constructional column.This strengthening the automatic moulding plate splicing construction that formed when precast concrete block plants the bearing strength of raw groove 110, construction has great advantage, decreases formwork erection operation and corresponding Material Cost and time cost.
Simultaneously, utilize the reinforced steel bar perforation 141 on structure groove 170, coordinate U-shaped reinforcing bar clamp, the colligation stirrup in formwork for placing can be formed, form steel grid, coordinate elongated reinforcing bar 171, it is possible to increase the arrangement of reinforcement quantity in cast-in-place constructional column and structure further, the combination making the structure connecting hole 190 of cast-in-place constructional column and precast concrete block forms organic whole, greatly improves that precast concrete block is horizontally arranged and the integral rigidity of assembled main body that formed during vertical stacking and toughness.
Utilize above-mentioned quick-assembling green plant growth barricade precast concrete block vertically stacked on top and in the horizontal direction left-right situs can form (flat) assembled main body of quick-assembling green plant growth wall system.
As shown in Figure 16 and Figure 17, quick-assembling green plant growth wall system of the present utility model also includes the strip footing 200 formed by cast-in-place concrete and reinforcing bar, strip footing 200 is made up of equidirectional substrate plate 210 and tenon 220, substrate plate 210 and tenon 220 are the flat board of rectangle, substrate plate 210 is parallel with tenon 220 axis, and the top of tenon 220 is fixed on bottom substrate plate 210.Particular location is limited by stable type design specification.
The quick-assembling green plant growth barricade precast concrete block of the direct load level arrangement of substrate plate 210, one (long limit) end of substrate plate 210 calls in person 211 for wall, another (long limit) end is toe of wall 212, the top of wall heel 211 is horizontal by the gradient of 0 to 15 degree, the toe of wall 212 of strip footing 200 is corresponding with the front and back end spacing of assembled main body to spacing outside wall heel 211, by the stable constraint of design specification.
Tenon 220 can form the ground of strip footing 200, gos deep into ground and is fully contacted with the underground earthwork, forms firmly foundation so that strip footing 200 cannot move.Substrate plate 210 suitably adds the contact area with ground, reduces the unit pressure of assembled main body.The wall of substrate plate 210 211 gradients of calling in person can adapt to, according to landform or design, the structure demand that assembled main body is integral inclined so that the assembled main body of foundation adapts to the requirement of the Specific construction environment such as bank, canal, dike, dam.Both the assembled main body being perpendicular to ground can have been formed, it is also possible to form the assembled main body favouring ground (to layback) according to landform.
Quick-assembling green plant growth wall system of the present utility model also includes constructional column 300, constructional column 300 is formed in the structure connecting hole 190 of connection, and constructional column 300 includes the cast-in-place concrete in structure connecting hole 190 and is laid in structure connecting hole 190 and homoaxial some axial reinforcements 310.
As shown in Figure 18 and Figure 19, constructional column 300 is four prisms cylinder, and the horizontal section of constructional column 300 is isosceles trapezoid, and the profile of the horizontal section of constructional column 300 is identical with the horizontal section profile of structure connecting hole 190.
The some axial reinforcements 310 laid vertically in constructional column 300 are grouped by length, and one end of axial reinforcement 310 is embedded in strip footing 200, and the other end of axial reinforcement 310 forms the discrepancy in elevation by length.
In constructional column 300, axial reinforcement 310 is divided into three parallel rows from front to back, front-seat 4, middle row four, heel row three, first from left to right, front row, middle row second and heel row from left to right from left to right first be generally aligned in the same plane, the 4th from left to right, front row, middle row the 3rd and heel row from left to right from left to right the 3rd be generally aligned in the same plane, the distance of front-seat and middle row is more than the twice of middle row Yu heel row distance；First and the 4th from left to right, the front row of axial reinforcement 310, and middle row first and the 4th top and the bottom running through constructional column 300 from left to right, front-seat second and the 3rd middle and lower part terminating at constructional column 300 from left to right, middle row second and the 3rd from left to right, and heel row second middle part terminating at constructional column 300 from left to right, heel row is first and the 3rd middle and upper part terminating at constructional column 300 from left to right.
310 colligation stirrups of axial reinforcement.
Constructional column 300 organically combines with structure connecting hole 190, forms socket join structure, can form mutual support when stress.Height according to assembled main body, the cast-in-place constructional column 300 formed in the complete formwork for placing of the structure connecting hole 190 of series connection, pressure bearing strength according to differing heights carries out arrangement of reinforcement, except necessary axial reinforcement 310 arrangement of reinforcement running through constructional column, the height of all the other axial reinforcements 310 becomes equal difference or geometric ratio packet so that constructional column 300 is adapted to the pressure bearing strength of assembled main body differing heights.The reinforced concrete structural column of the site operation that the present embodiment is formed, utilizes prefabricated components to carry formwork structure and forms the main bearing member of assembled main body, simplify construction and installation, also reduce construction cost simultaneously.
As shown in Figure 20 and Figure 21, quick-assembling green plant growth wall system of the present utility model is additionally included in the capping beam 400 that the assembled body top of quick-assembling green plant growth wall system is fixed, capping beam 400 is bar shaped, formed by cast-in-place concrete and reinforcing bar, its reinforcing bar is fixed on assembled body top with constructional column axial reinforcement and the connection of other arrangements of reinforcement, its front and back end spacing (i.e. the width of capping beam) is identical with the constructional column front and back end spacing (i.e. the height of constructional column) of the assembled main body that quick-assembling green plant growth barricade precast concrete block 100 is formed, hold spacing (i.e. the length of capping beam) identical with the left and right end spacing of the assembled main body of quick-assembling green plant growth barricade precast concrete block 100 formation (i.e. the width of assembled main body) around.
In practical application, the assembled body junction that strip footing 200 and quick-assembling green plant growth barricade precast concrete block 100 are formed is integrated by constructional column 300, and capping beam 400 provides extra weight and the top strong construction of assembled main body.
Quick-assembling green plant growth wall system of the present utility model is in order to substitute traditional Gravity Retaining Wall, it is possible to saves the concrete material of more than 80%, greatly reduces the consumption of raw material and the energy.The weight of himself is also greatly reduced by the impact of this utility model precast concrete block, and the soil filled can increase the weight of himself, and the stability of the green plant growth barricade body of wall formed is had positive role.
Owing to have employed brand-new quick-assembling green plant growth barricade precast concrete block and constructional column and series configuration connecting hole 190, and capping beam 400 and strip footing 200 form assembled main body, and then forming quick-assembling green plant growth wall system, it is therefore desirable to supporting construction method is constructed.
Quick-assembling green plant growth wall system construction method comprises the following steps:
Step 01, excavation foundation, build strip footing 200；
Step 02, at strip footing 200 top, along the precast concrete block of strip footing 200 direction shape assembling arranged side by side in a row, contiguous prefabricated concrete block forms structure connecting hole 190；
Step 03, on the precast concrete block top assembled side by side, forms the precast concrete block that another row assembles side by side, and contiguous prefabricated concrete block forms structure connecting hole 190；Above and below corresponding structure connecting hole 190 connect；Above and below corresponding precast concrete block coordinate kayser by corresponding recess and protuberance；
Step 04, structure connecting hole 190 casting concrete in series connection forms part constructional column 300 with embedded bar；
Step 05, the filler at compacting precast concrete block back；
Repeating step 03 to step 05, increase the precast concrete block assembled side by side straight up by row, until it reaches specified altitude assignment, form assembled main body, structure connecting hole 190 casting concrete in series connection forms constructional column 300 with embedded bar；
On the top of assembled main body, along strip footing 200 direction, build capping beam, form barricade；
Space filling soil on the plate from plant wastes 120 of precast concrete block, plants vegetation.
This quick-assembling green plant growth wall system construction method can utilize precast concrete block quick-assembling of the present utility model to form green plant growth barricade, reduces substantial amounts of constructional column form work engineering amount, reduce concrete and just now make consumption.What be effectively formed barricade and environment plants raw ecosystem effective integration.
Utilize strip footing 200 of the present utility model can improve the stability of assembled main body, and then realize constructing of assembled main body.
On the basis of above construction method, adopt following methods can improve the specific aim structural behaviour of quick-assembling green plant growth wall system further:
Further, for improving wall stability performance, realizing constructing of assembled main body (body of wall), assembled main body is seated in the wall heel of strip footing simultaneously, and the wall heel gradient is 0～15 degree.
Further, for realizing mechanical execution, it is provided that speed of application, utilize lifting rod iron mechanical hoisting, lift by crane rod iron extension elongation 10～15cm, diameter 14mm.
Further, in order to ensure the globality of strip footing 200 and assembled main body, when building strip footing, the axial reinforcement of embedding constructional column 300 in advance in strip footing.
Further, in order to save steel, axial reinforcement segmentation or packet layout, colligation stirrup vertically, stirrup spacing 20～30cm.The number of steel bars of different sections there are differences, and namely the reinforcing bar length of meaning difference group there are differences.
Further, in order to ensure cast-in-place quality and ensure cast-in-place speed, cast-in-place constructional column is implemented segmentation according to the height of barricade assembly main body and is built or primary concreting, primary concreting height 3～3.5m.
Further, in order to ensure the stability of assembled main body, the toe of wall thickness of strip footing 200 is not less than 30cm, and tenon thickness is not less than 30cm, wall heel and toe of wall overall length be about wall high 1/10th and be not less than 30cm.Further, in order to ensure and the combining closely of ambient soil, the filler (banketing) at assembled main body back should layered rolling, layered rolling thickness 20～30cm.
The maximum dry density of filler with standard compaction test obtain, filler require minimal pressure solidity according to design document regulation perform, minimum must not lower than 90%.
Further, in order to adapt to ambient humidity and weather conditions best, according to landform, view needs before construction, it is determined that precast concrete block 1 shape, size, complete the type selecting of precast concrete block.Further, in order to increase the counterweight of precast concrete block, soil or rubble are filled in the space on plate from plant wastes 120.
The above; it is only this utility model preferably detailed description of the invention; but protection domain of the present utility model is not limited thereto; any those familiar with the art is in the technical scope that this utility model discloses; the change that can readily occur in or replacement, all should be encompassed within protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.
Claims (10)
1. quick-assembling green plant growth barricade precast concrete block, raw groove (110) is planted including vertical, also include being positioned at the structure groove (170) parallel with its axis planting raw groove (110) both sides, the plate from plant wastes (120) also included and plant raw groove (110) axes intersect, described plate from plant wastes (120) separates plants raw groove (110), the planting and offer draining window (180) on raw groove diapire (130) of described plate from plant wastes (120) top, described in plant the top of raw groove (110) and bottom arranges the recess and protuberance that match.
2. quick-assembling green plant growth barricade precast concrete block as claimed in claim 1, it is characterized in that: described in plant the raw groove diapire (130) of planting of raw groove (110) and extend to form to both sides and plant raw groove extension (140), it is symmetrical to both sides abduction that described plant raw groove (110) two plant raw groove sidewall (150), raw groove valgus (160) is planted in the formation of turning up of the described end symmetric planting raw groove sidewall (150), raw groove extension (140) is planted described in homonymy, plant raw groove sidewall (150) and plant raw groove valgus (160) and form described structure groove (170).
3. quick-assembling green plant growth barricade precast concrete block as claimed in claim 2, it is characterized in that: described plate from plant wastes (120) includes the first extension board (121), the second extension board (122) and the 3rd extension board (123) that are linked in sequence, first extension board (121) is vertical with the axis planting raw groove (110), its rear end is fixed on the bottom planting raw groove diapire (130), and two ends are separately fixed at the planting on raw groove sidewall (150) of homonymy around；
The rear end of the second extension board (122) is fixed on the front end of the first extension board (121), what two ends were separately fixed at homonymy around plants on raw groove sidewall (150), the front end of the second extension board (122) extends to the notch place planting raw groove (110) obliquely upward, the angle of the first extension board (121) and the second extension board (122) is positioned at (150) degree between (180) degree
The extension in the same direction of the 3rd extension board (123) and the second extension board (122), the left and right go-and-retum of the 3rd extension board (123) from plant equal to two the left and right go-and-retum of raw groove valgus (160) from, it is fixed on the front end of the second extension board (122) in the middle part of the rear end of the 3rd extension board (123), the rear end left part of the 3rd extension board (123) is fixed on the front end face planting raw groove valgus (160) in left side, and the rear end right part of the 3rd extension board (123) is fixed on the front end face planting raw groove valgus (160) on right side.
4. quick-assembling green plant growth barricade precast concrete block as claimed in claim 3, it is characterized in that: the bottom sidewall of described draining window (180) fixes rectangular boss (181), the two ends, left and right of described rectangular boss (181) front end face, fix a pair water storage baffle plate (124), the rear end of water storage baffle plate (124) is fixed in rectangular boss (181), and the bottom of water storage baffle plate (124) and front end are fixed with plate from plant wastes (120) and be connected.
5. quick-assembling green plant growth barricade precast concrete block as claimed in claim 4, it is characterized in that: described protuberance include described in plant raw groove diapire (130) middle top arrange first trapezoid boss (131) identical with planting raw groove diapire (130) thickness, plant described in also including raw groove sidewall (150) middle top arrange second trapezoid boss (151) identical with planting raw groove sidewall (150) thickness；Described recess plants, described in including, first trapezoidal groove (132) corresponding with the first trapezoid boss (131) profile that the bottom of raw groove diapire (130) is arranged, and the bottom planting raw groove sidewall (150) described in also including is set to second trapezoidal groove (152) corresponding with the second trapezoid boss (151) profile.
6. the quick-assembling green plant growth barricade precast concrete block as described in as arbitrary in claim 1 to 5, it is characterized in that: described in plant the spacing of raw groove extension (140) top and bottom, with the spacing planting raw groove diapire (130) top and bottom, with the spacing planting raw groove valgus (160) top and bottom, equal with the spacing planting raw groove sidewall (150) top and bottom, the same side end planting raw groove extension (140) and plant raw groove valgus (160) is concordant, and concordant of formation is vertical with planting raw groove diapire (130).
7. a quick-assembling green plant growth wall system, including the quick-assembling green plant growth barricade precast concrete block as described in as arbitrary in claim 1 to 6, it is characterized in that: some described quick-assembling green plant growth barricade precast concrete blocks left-right situs in the horizontal direction in a facade, under in the vertical direction stacking, form assembled main body, in described assembled main body, the described structure groove (170) that level is adjacent forms structure connecting hole (190), and vertically adjacent described structure connecting hole (190) series connection is fixing；
In the described structure connecting hole (190) of series connection, by arrangement of reinforcement axial reinforcement (310), cast-in-place concrete forms constructional column (300).
8. quick-assembling green plant growth wall system as claimed in claim 7, it is characterized in that: also include strip footing (200), it is made up of equidirectional substrate plate (210) and tenon (220), the top of tenon (220) is fixed on substrate plate (210) bottom, wall heel (211) of substrate plate (210) arranges the gradient, and described wall heel (211) carries described assembled main body.
9. quick-assembling green plant growth wall system as claimed in claim 8, it is characterized in that: the axial reinforcement (310) in described constructional column (300) is grouped by length, one end of axial reinforcement (310) is embedded in strip footing (200), and the other end of axial reinforcement (310) forms the discrepancy in elevation by length.
10. quick-assembling green plant growth wall system as claimed in claim 7, it is characterized in that: also include building the capping beam (400) of formation, by being fixed on assembled body top with the connection of described constructional column (300) reinforcing bar, described constructional column (300) width is corresponding to the height of described constructional column (300).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521134917.7U CN205369160U (en) | 2015-12-30 | 2015-12-30 | It plants living barricade precast concrete piece and system to assemble green fast |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521134917.7U CN205369160U (en) | 2015-12-30 | 2015-12-30 | It plants living barricade precast concrete piece and system to assemble green fast |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205369160U true CN205369160U (en) | 2016-07-06 |
Family
ID=56274557
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521134917.7U Active CN205369160U (en) | 2015-12-30 | 2015-12-30 | It plants living barricade precast concrete piece and system to assemble green fast |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205369160U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625261A (en) * | 2015-12-30 | 2016-06-01 | 四川宏洲新型材料股份有限公司 | Precast concrete block, system and building method of fast-assembled green vegetation retaining wall |
-
2015
- 2015-12-30 CN CN201521134917.7U patent/CN205369160U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105625261A (en) * | 2015-12-30 | 2016-06-01 | 四川宏洲新型材料股份有限公司 | Precast concrete block, system and building method of fast-assembled green vegetation retaining wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105625261B (en) | Quick-assembling green plant growth barricade precast concrete block and system and construction method | |
| CN117926849A (en) | Construction method and application of high-strength gravity retaining wall | |
| CN110241779A (en) | A kind of ecological block barricade and its construction method | |
| CN113585296B (en) | Artificial slope assembly type flexible support ecological comprehensive treatment structure and construction method thereof | |
| CN104652475A (en) | Truss type retaining wall | |
| CN109555153A (en) | A kind of pin-connected panel ecology gravity retaining wall | |
| CN208219694U (en) | A kind of prefabricated barricade | |
| CN108867689A (en) | Fully-prefabricated assembled green retaining wall and construction method | |
| CN205369160U (en) | It plants living barricade precast concrete piece and system to assemble green fast | |
| CN206157742U (en) | Ecological bank protection module of concrete frame, bank protection | |
| CN210658432U (en) | Assembled concrete box retaining wall | |
| CN1837514A (en) | Column supported underground continuous wall | |
| CN108867668B (en) | Ecological retaining plate structure | |
| CN109610407B (en) | Ecological barricade of landslide prevention based on dead weight is balanced | |
| CN110306588B (en) | Panel module unit for reinforced earth retaining wall and reinforced earth retaining wall | |
| CN214993514U (en) | Landscape river levee reinforced retaining wall | |
| CN214574082U (en) | Foundation structure | |
| RU77878U1 (en) | CONSTRUCTION UNIT FOR SAVING WALL AND SAVING WALL | |
| CN209854748U (en) | Ecological bank protection of prefabricated assembled thin wall mould shell lattice beam | |
| CN207062983U (en) | A kind of prefabricated frame posture retaining wall | |
| CN109137887B (en) | Underground continuous wall structure penetrating through karst cave, construction method and supporting device | |
| CN209693554U (en) | A kind of pin-connected panel ecology gravity retaining wall | |
| KR200216362Y1 (en) | A breast wall for reinforced ground | |
| CN105625257B (en) | Ecological environment-friendly type bunding protecting wall and the H-type prestressed-concrete pile for the protecting wall | |
| CN214657210U (en) | Retaining structure of broken line type ecological retaining plate layering |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |