CN2221611Y

CN2221611Y - Beehive retaining wall

Info

Publication number: CN2221611Y
Application number: CN 95203744
Authority: CN
Inventors: 林进财
Original assignee: Individual
Current assignee: Individual
Priority date: 1995-02-10
Filing date: 1995-02-10
Publication date: 1996-03-06
Anticipated expiration: 2005-02-10

Abstract

The utility model relates to a beehive retaining wall, which is stacked by a plurality of hexagon column-shaped retaining wall bricks. The both opposite end angles of the retaining wall brick are provided with convex columns, and the rest end angles are provided with caulking grooves. The firm retaining wall can be staggered and stacked by the matching and the bunting of the convex column and the caulking groove. The construction is very convenient; the retaining wall brick is opened upward, and the hollow groove in the retaining wall brick can be used for planting lianas; the utility model can form the firm retaining wall and can also reach the greening purpose.

Description

Cellular retaining wall

The utility model relates to a kind of cellular retaining wall, particularly relate to a kind of facility of constructing, and can reach the retaining wall of beautification function, this retaining wall is piled up by the retaining wall brick of hexagonal cylindricality and forms, and retaining wall brick inside is provided with the groove of hollow, in groove, can insert earth with the plantation plant, and the plant leaf that stretches out outside the retaining wall brick gets final product the greening soil blocking wall, and reaches the effect that beautifies.

For quality of life that improves the mountain area people and the time that shortens round each province and city, big and small highway is arranged in each mountain area exploitation.But on the exploitation mountain wall later, because soft soil property relation, and the steep hills gesture, make earth, stone very easily tumble the driving that injures by a crashing object on the road.So for improving traffic safety, the mountain wall softer in soil property often becomes a retaining wall with concrete spouting, to prevent the avalanche incident.But the form of construction work of existing this retaining wall be earlier on the good macadam Yushan Hill wall of laying one deck drainage, and several outstanding gutters of planting in advance in macadam, sets up reinforcing bar again outside the hack layer, pours into a layer concrete then and constitutes.

Hence one can see that, building of existing retaining wall established and must process be laid processes such as hack layer, pre-buried gutter, reinforcement placing and concrete perfusion, its construction sequence is rather loaded down with trivial details, and when using the gutter obstruction of discharging rainwater, the rainwater of accumulating between Yushan Hill wall and retaining wall will wash away retaining wall and cause the avalanche incident.

On the other hand, because whole retaining wall forms with concrete spouting, its surface can't supply plant growing, and the seen retaining wall of old friends all is the concrete wall of a sheet of grey, lose all interest in life, and it is lofty especially also to seem in the middle of the green hill that ring is watched.

From the above, the existing retaining wall of laying with concrete is not firmer, and the visual effect that can't reach greening, beautify.

For improving above-mentioned disappearance, the cellular retaining wall that main purpose of the present utility model is to provide a kind of firm in structure, easy construction and is convenient to afforest.

The utility model proposes a kind of so cellular retaining wall, it is characterized in that: include the retaining wall brick of the hexagonal column that is stacked, the place, end angle of each retaining wall brick is provided with the projection and the caulking groove that can be embedded mutually respectively.

And, in described cellular retaining wall, the a pair of relative place, end angle of the retaining wall brick of described hexagonal column can be provided with projection, place, all the other end angles then is provided with the caulking groove that can be embedded with described projection, and following three perisporiums and two end face of the described projection of retaining wall brick surrounds a groove, wherein end face top is provided with the breach of upper shed on one day, and this breach runs through the outside of communication groove and retaining wall brick; On the both ends of the surface of retaining wall brick, be respectively equipped with the short draining projection of the length of side in addition.

And in described cellular retaining wall, the bottom of described groove can be provided with the drain hole that runs through.

And in described cellular retaining wall, the height of being located at the outer draining projection of end face can be half of height of another draining projection.

And in described cellular retaining wall, the top margin of described end face can be provided with rhone, and the root edge of rhone is higher than the root edge of described breach.

And, in described cellular retaining wall, can be provided with rhone on the base of draining projection.

Implement after the above-mentioned technical conceive, cellular retaining wall structure provided by the utility model has following all advantage:

1. construction easily: when implementing the utility model, as long as lay one deck adhesive-bonded fabric on the Yushan Hill wall, stacked in multi-layers retaining wall brick gets final product again, and it is more more convenient through the existing retaining wall construction of laying formalities such as hack layer, reinforcement placing, grouting than need.

2. framework is firm: because pile up mutually, each retaining wall brick all linked with one another is to be polygon design, so when one of them retaining wall brick is subjected to active force, on its each retaining wall brick that is adjacent below must power being evenly distributed in by its inclined-plane, thereby reach the purpose of dispersive pressure, make the framework of whole retaining wall very firm.

3. can afforest, beautify the retaining wall face: but because the interior serike of retaining wall brick of the present utility model, outside branches and leaves of plant and the extended retaining wall brick, to hide the retaining wall face of grey, so the purpose that can reach greening, beautify.

4. drainage is good: owing to leave drain between the draining projection on the retaining wall brick, rainwater and underground water can be collected to gutter from these drain circulations and enter in the gutter again, so can realize good drainage.

Further specify architectural feature of the present utility model and purpose below in conjunction with accompanying drawing.

Brief Description Of Drawings:

The outside drawing of the retaining wall brick that Fig. 1 provides for the utility model.

Fig. 2 implements illustration for the outward appearance that the utility model piles up two retaining wall bricks.

Fig. 3 implements illustration for the utility model piles up the retaining wall brick with the plane that constitutes retaining wall.

Fig. 4 is that the plane section of plantation plant in the utility model is implemented illustration.

See also shown in Figure 1ly, cellular retaining wall provided by the utility model mainly is that retaining wall brick 10 by the hexagonal cylindricality piles up and forms.This retaining wall brick 10 has hexagonal both ends of the surface 101,102, has three peripheries to link together between the both ends of the surface 101,102, and forms opening groove 13 up.Groove 13 bottoms are provided with the drain hole 17 that runs through.Wherein two free side in both ends of the surface 101, the 102 continuous peripheries is relative angle, two ends, on this end angle, be provided with circular projection 11, the place, all the other end angles of end face 101,102 then is provided with arc caulking groove 12, and this caulking groove 12 is used for being embedded with the projection 11 of another retaining wall brick 10 and cooperates.In addition, be located at caulking groove 12 on the end face 102 for running through form, the end of being located at the caulking groove 12 on the end face 101 then is provided with retaining edge 121.Be provided with the breach 14 of upper shed on one day above end face 101, this breach 14 runs through communication groove 13 and retaining wall brick 10 outsides, so that the plant of planting in groove 13 can stretch out in this breach 14.102 top margin connects and is provided with a rhone 103 in the other end, flows in the groove 13 for water.The root edge height of rhone 103 is higher than the root edge height of breach 14.In addition, also be provided with one side length in end face 102 outsides of retaining wall brick 10 in the draining projection 151 of end face 102, these draining projection 151 bases are concaved with a rhone 152.After retaining wall brick 10 piled up mutually, this rhone 152 was just involutory and form bigger space in order to draining with the rhone 103 of end face 102 top margins of being located at another retaining wall brick; 101 outsides, other end also are provided with a draining projection 15, and this draining projection 15 highly is about half of draining projection 151, and partly block breach 14, and form the root edge of breach 14.

Stack manner of the present utility model as shown in Figure 2.When piling up the retaining wall brick, the projection 11 of retaining wall brick 10 and caulking groove 12 are embedded together mutually in twos, and the retaining edge 121 that an end of projection 11 is located at caulking groove 12 front ends blocks, and make that retaining wall brick 10 is unlikely to move forward.On the other hand, because the length of side of draining projection 151 is short than end face 102,, thereby form the drain 16 of water supply circulation so after the combination, 151 of draining projections can leave spacing in twos.

When desiring to pile up above-mentioned retaining wall brick 10 when constituting whole retaining wall 1, see also shown in Fig. 3,4, on the wall of mountain, lay one deck adhesive-bonded fabric 30, road one side is then dug and is established a gutter 50, default gutter 40 in gutter 50, and lay a layer concrete 20, then arrange in regular turn and pile up retaining wall brick 10 in concrete 20 tops.The end face 101 that will be provided with breach 14 specifically is provided with outwardly, and making in twos, the projection 11 and the caulking groove 12 of retaining wall brick 10 are embedded mutually, paste mutually and constitute a cellular retaining wall 1, and mat retaining edge 121 blocks an end of projection 11, makes whole retaining wall brick 10 form extremely firm state.

The polygonal stack manner of this kind is except being easy to construction, and it also has the effect of dispersive pressure.That is, the formed inclined-plane of the gravity of each retaining wall brick 10 component, all on three retaining wall bricks 10 that dispersion imposes on paste mutually on three limits, its underpart, make that the inclined-plane component that causes retaining wall brick 10 to glide is on average shared, a whole simultaneously retaining wall 1 is also firmly near together, the a certain gear cob wall of reason brick 10 is not subjected to gravity and when mobile, causes caving in of whole retaining wall 1.

By shown in Fig. 2,4 as can be known because the length of side of draining projection 151 is shorter than end face 102, so 151 of draining projections all form drain 16 in twos, for rainwater and phreatic drainage.Owing to be equipped with adhesive-bonded fabric between draining projection 151 and mountain wall, thus earth can not silt up in the gap of draining projection 151, thereby can guarantee that current are unblocked.And, pour out and under rainwater impact draining projection 151 inclined-planes after, can scatter comes flows to other draining projections 151, and obtain the buffering and be collected to lowermost end, again in gutter 40 enters gutter 50.And in drainage procedure, if amount of rainfall is excessive or partial drainage road 16 is when blocking, part water can flow in the groove 13 from the rhone 103 of end face 102 top margins, breach 14 from other end 101 flows out outside the retaining wall 1 again, though and the rhone 152 of being located at draining projection 151 bases rhones 103 not direct and end face 102 top margins are involutory, but still can increase the space of its draining, and form certain buffering effect.

The retaining wall 1 that forms is piled up in above-mentioned arrangement, and its draining projection 151 towards the mountain wall can be partially submerged in the wall of mountain, makes the earth of mountain wall crowded and solid because of being subjected on the one hand, can form the barrier layer again on the other hand, makes the earth of mountain wall be difficult for running off.In addition, the utility model can change the front and back stacked position of retaining wall brick 10 along with the difference of mountain shape, so that the draining projection 151 of retaining wall brick 10 is near on the Yushan Hill wall.

Please consult Fig. 4 more as can be known, the utility model can fill the earth serike in the groove 13 of retaining wall brick 10, the drain hole 17 that unnecessary moisture content then can be located at groove 13 bottoms certainly disengages, the branches and leaves of plant can stretch out from the breach 14 of retaining wall brick 10, if the plant of being planted is a tendril property plant, then it can be climbed in retaining wall 10 surfaces and establish growth, to hide retaining wall 1 surface of grey, when treating that a hundred flowers blossom, combine together with the green hill that ring is watched, and the effect that reaches greening, beautifies.

Claims

1. cellular retaining wall is characterized in that: include the retaining wall brick (10) of the hexagonal column that is stacked, the place, end angle of each retaining wall brick (10) is provided with the projection (11) and the caulking groove (12) that can be embedded mutually respectively.

2. cellular retaining wall according to claim 1, it is characterized in that: a pair of relative place, end angle of the retaining wall brick (10) of described hexagonal column is provided with projection (11), place, all the other end angles then is provided with the caulking groove (12) that can be embedded with described projection (11), and three perisporiums that the described projection (11) of retaining wall brick (10) is following and two end face (101,102) surround a groove (13), wherein an end face (101) top is provided with the breach (14) of upper shed on one day, and this breach (14) runs through the outside of communication groove (13) and retaining wall brick (10); On the both ends of the surface (101,102) of retaining wall brick (10), be respectively equipped with the short draining projection (15,151) of the length of side in addition.

3. cellular retaining wall according to claim 2 is characterized in that: the bottom of described groove (13) is provided with the drain hole (17) that runs through.

4. cellular retaining wall according to claim 2 is characterized in that: the height of being located at the outer draining projection (15) of end face (101) is half of the height of another draining projection (151).

5. cellular retaining wall according to claim 2 is characterized in that: the top margin of described end face (102) is provided with rhone (103), and the root edge of rhone (103) is higher than the root edge of described breach (14).

6. cellular retaining wall according to claim 2 is characterized in that: be provided with rhone (152) on the base of draining projection (151).