CN1141987A

CN1141987A - Slop-protection brick

Info

Publication number: CN1141987A
Application number: CN 95108729
Authority: CN
Inventors: 洪传宗
Original assignee: Individual
Current assignee: Individual
Priority date: 1995-08-01
Filing date: 1995-08-01
Publication date: 1997-02-05

Abstract

The invention relates to a slop-protection accumulated brick at two adjacent sides of which extended conic convex block and at the other two adjacent sides formed internal concave slot with a taper responsable to that of the convex block. Said accumulated brick with conic convex block and concave slot capable of matching with other accumulated brick can be inlaied with each other to form a flat, at the upper-face of which can be slotted to form a slot in which formed a conic body to increase the friction force of the face to the water and decreas the energy of the fluid and wave, between the conic body and the slot forms a proper room for climber to step on.

Description

Slop-protection brick

The present invention relates to a kind of slop-protection brick, refer to a kind of slop-protection brick that is arranged at river, sea wall bank especially.

During rainy season in every year, a large amount of rainwater easily pours the silt of embankment the korneforos or flows into the ocean, yet the silt of embankment loss in a large number can cause hoarding of riverbed, and cause the river course degree of depth decrescence, influence the flow of river, or the silt of seashore flows in the ocean, cause the influence to land, so the construction of slope protection bank is extremely important.

Build adoptable material of slope protection bank and pattern many types are arranged, the size of visual stream flow, build the length of slope protection bank or build the place of slope protection bank and select, general common bank protection piece such as Fig. 8, shown in 9, bank protection piece 40 is at one end the appropriate location projections 41 that stretch out, the other end then inwardly forms the groove 42 of corresponding projection 41, and projection 41 in position forms a perforation 411, groove 42 corresponding perforation 411 form perforation 421, the projection 41 of bank protection piece 40 is placed in the groove 42 of another bank protection piece 40, and the

perforation

421 and 411 of the metal bar of a round bar shape being passed groove 42 and projection 41, two bank protection pieces are linked into an integrated entity, in regular turn bank protection piece 40 is linked together, the bank protection piece 40 that utilizes crane that connection is finished again winches on the embankment to be laid, and promptly finishes construction.

But the bank protection piece 40 of this kind pattern only forms projection 41 and groove 42 at two ends, each bank protection piece 40 is linked together be series connection, two sides of each bank protection piece 40 then are not provided with any fitting apparatus, therefore the bank protection piece 40 that is laid on embankment only connects with two ends, a string bank protection piece that links together does not then have any annexation fully in two sides, and this kind is only obviously not enough with its intensity of bank protection piece that two ends connect, limited in one's ability for the bank protection that the anxious river of current and wave impact can reach, therefore non-is a perfect design, the pattern of another kind of bank protection piece 50 as shown in figure 10, it is to form several projections 51 and opposite side forms several grooves 52 for a side, its assembling mode is identical with above-mentioned bank protection piece 40, therefore also has 40 incident shortcomings of bank protection piece.

Main purpose of the present invention is, a kind of slop-protection brick that is arranged at river, sea wall bank is provided, and this Force resulting brick has preferable combined strength to reach preferable protection effect.

For achieving the above object, slop-protection brick of the present invention, it is to be arranged at river, sea wall bank, and wherein, Force resulting brick has the outward appearance of rectangle, and two sides adjacent at Force resulting brick have the projection of stretching out, and two adjacent in addition sides then form the groove that inwardly concaves.

Aforesaid slop-protection brick, wherein, the upper surface of Force resulting brick forms a fluting, is recessed at appropriate location and forms a upwardly extending cone, forms suitable space between fluting and cone.

Aforesaid slop-protection brick, wherein, Force resulting brick forms the circular hole that several run through downwards by upper surface.

Aforesaid slop-protection brick, wherein, projection is to be taper, and is thicker near inboard place thickness, and thickness as outside is thinner, the shape of the corresponding projection of groove also forms relative tapering.

Aforesaid slop-protection brick, wherein, fluting forms the wall of tool gradient, and its cone also forms the state of tool gradient.

Force resulting brick of the present invention is arranged on the river, the sea wall bank, because two sides form the projection with tapering in Force resulting brick, it is one L shaped that two projections connect into, other two sides also form groove, it is one L shaped that two grooves connect into, groove also forms tapering to projection, and form the fluting that a side has gradient at the upper surface of Force resulting brick, fluting central authorities form a cone, be that projection with Force resulting brick is installed in the groove of another Force resulting brick during assembling, therefore Force resulting brick all around can cooperate with four other Force resulting bricks, the projection of Force resulting brick is aimed at the groove of another Force resulting brick, the groove of Force resulting brick cooperates with the projection of another Force resulting brick, mode by concavo-convex cooperation makes up each Force resulting brick on the embankment at grade, even each Force resulting brick is arranged on the river, the higher plane of the mutual on the bank chimeric formation bonding strength of sea wall, reach the purpose of bank protection, and form the space of suitable distance on the Force resulting brick, increase the frictional force of face near water, and subdue outside the energy of current and wave, and can trample for climbing person, in order to climbing person's climb and fall dike, reach preferable protection effect.

Further specify specific structural features of the present invention and purpose below in conjunction with accompanying drawing.

Brief Description Of Drawings:

Fig. 1 is a schematic appearance of the present invention.

Fig. 2 is a combination generalized section of the present invention ().

Fig. 3 is a combination generalized section of the present invention (two).

Fig. 4 is a combined planar schematic diagram of the present invention.

Fig. 5 is an application example schematic diagram of the present invention ().

Fig. 6 is an application examples schematic diagram of the present invention (two).

Fig. 7 is the schematic diagram of the another kind of pattern Force resulting brick of the present invention.

Fig. 8 is the schematic top plan view of traditional bank protection piece ().

Fig. 9 is the front-view schematic diagram of traditional bank protection piece ().

Figure 10 is the schematic perspective view of traditional bank protection piece (two).

Please referring to shown in Figure 1, it is a schematic appearance of the present invention, it is the Force resulting brick 10 of a rectangle, this Force resulting brick 10 has suitable thickness, and the projection 11 that stretches out and have tapering at dual side-edge, two projections 11 are positioned at the profile that adjacent dual side-edge constitutes the L font, other dual side-edges at Force resulting brick 10 inwardly concave formation groove 12, two grooves, 12 corresponding projections 11 form the design of taper, and because of groove 12 be positioned at adjacent dual side-edge constitute L shaped, then Force resulting brick 10 around have can be chimeric with other Force resulting bricks 10 projection 11 and groove 12;

The upper surface of Force resulting brick 10 forms a fluting 13 at appropriate location, the wall of fluting 13 is the inclined-plane with tapering, and the bottom then is a horizontal plane, and the appropriate location in the bottom extends upward a cone 14, the top of cone 14 forms a square planar, and the upper surface of plane and Force resulting brick is contour.

Please referring to shown in Figure 2, it is a combination generalized section of the present invention (), it is groove 12 settings with the projection 11 corresponding Force resulting bricks 10 of another Force resulting brick 10, projection 11 is installed in the groove 12, form chimerism, respectively other Force resulting brick 10 is arranged at again Force resulting brick 10 around, as shown in Figure 4, because the cooperation of their relative projections 11 and groove 12 makes between each Force resulting brick 10 and forms chimerism.

And in Fig. 2, can know the fluting 13 of seeing that Force resulting brick 10 upper surfaces are set, the appropriate location of fluting 13 forms a upwardly extending cone 14, cooperate shown in Figure 3, it is the other direction sectional view that is 90 degree corners with Fig. 2, by knowing the state of finding out that projection 11 and groove 12 are chimeric among the figure, and partly be connected in the bottom to fluting 13 wall and cone 14 as seen from the figure, form section space triangular in shape between the two, can be by finding out among Fig. 3, and the space can be trampled for climbing person, because it is certain that the distance in space is set, so embankment about the very convenient climbing person.

Please referring to shown in Figure 5, it is the schematic diagram that Force resulting brick of the present invention is used, it is that Force resulting brick 10 is arranged on the river, state during the sea wall bank, Force resulting brick 10 of the present invention is arranged on the river with gradient, the sea wall bank, because the projection 11 and the groove 12 of each Force resulting brick 10 cooperatively interact, make Pork-pieces Force resulting brick 10 in the river, sea wall is combined into a plane on the bank, and the bottom at the Force resulting brick 10 of lowermost end utilizes the concrete site operation to do a pedestal 20, make Force resulting brick 10 obtain suitable support, and a side of pedestal 20 can be concrete profiled ... Deng article, non-is main feature of the present invention, does not repeat them here.

But it is shown in Figure 5, be at the river, it is designed when seashore is the highland, in case and river, when being the level land, seashore then need be designed to state shown in Figure 6, it is in the river, the sea wall bank is provided with Force resulting brick 10, Force resulting brick 10 is to be combined into a plane by projection 11 and groove 12, the lowermost end of Force resulting brick 10 is a pedestal 20 by the concrete site operation, support as Force resulting brick 10, and the side on embankment connection ground is provided with the Force resulting brick 30 of another kind of pattern, as shown in Figure 7, this Force resulting brick 30 also forms projection 31 at four side, groove 32, and form several circular holes that runs through 33 at the appropriate location of Force resulting brick 30, the assembling mode of its assembling mode and Force resulting brick 10 as mentioned above, does not repeat them here.

Claims

1. slop-protection brick, it is characterized in that: Force resulting brick has the outward appearance of rectangle, stretches projection at two epitaxial lateral overgrowths that Force resulting brick is adjacent, and two adjacent in addition sides then form the groove that inwardly concaves.

2. slop-protection brick according to claim 1 is characterized in that: the upper surface of Force resulting brick forms a fluting, is recessed at appropriate location and forms a upwardly extending cone, forms suitable space between fluting and cone.

3. slop-protection brick according to claim 1 is characterized in that: Force resulting brick forms the circular hole that several run through downwards by upper surface.

4. slop-protection brick according to claim 1 is characterized in that: projection is to be taper, and is thicker near inboard place thickness, and thickness as outside is thinner, and the shape of the corresponding projection of groove also forms relative tapering.

5. slop-protection brick according to claim 1 is characterized in that: fluting forms the wall of tool gradient, and its cone also forms the state of tool gradient.