CN204212105U - Flexible fabricated protective slope structure - Google Patents
Flexible fabricated protective slope structure Download PDFInfo
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- CN204212105U CN204212105U CN201420679529.6U CN201420679529U CN204212105U CN 204212105 U CN204212105 U CN 204212105U CN 201420679529 U CN201420679529 U CN 201420679529U CN 204212105 U CN204212105 U CN 204212105U
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Abstract
It is a kind of flexible fabricated protective slope structure of Hydraulic and Hydro-Power Engineering side slope protection engineering field disclosed in the utility model, it is the metope that orthohexagonal prism concrete precast block is formed that this protective slope structure mainly comprises by bottom surface, described each prefabricated section has three to relative side, the two pairs of sides are provided with the through hole of through prefabricated section wherein, described through hole is positioned at the center of place end face, each prefabricated section is connected together by the reinforcing bar interted between described through hole, the distance of 3 ~ 5 prefabricated sections that prefabricated section is often separated by establishes a drain hole, the utility model is by adopting reinforcing bar by concrete precast block cross-under structure together, both integrally-built flexibility and non-deformability had been ensure that, each prefabricated section is made again to be independent primary structure member, it is convenient to repair time impaired, can once lift shaping when laying simultaneously, decrease the use of plant equipment, simplify construction technology, accelerate construction speed, save engineering cost.
Description
Technical field
The utility model relates to the side slope protection engineering field of Hydraulic and Hydro-Power Engineering, particularly relates to a kind of flexible fabricated protective slope structure.
Background technology
Bank protection refers to as preventing side slope from being washed away; the various auxiliary block done on domatic or the general designation of planting; it generally can be divided into two kinds by function, a kind of slope protection engineering being merely weather resistance and antiscour, another kind is for side slope provides the gear of skid resistance native bank protection.In Hydraulic and Hydro-Power Engineering, water transport traffic engineering, river channelization engineering etc., particularly eulittoral zone and Underwater Slope all need the protection carrying out side slope, generally adopt the monolithic protective slope structures such as placed rockfill bank protection, cemented rock bank protection, concrete revetment in Practical Project.Although monolithic protective slope structure good integrity, exists complicated construction technique, higher to bank protection fundamental importance, often under construction speed anxiety and execution conditions complicated situation, be difficult to the construction quality ensureing bank protection, construction costs is high simultaneously.And monolithic bank protection belongs to rigid structures, be not easy to slope deforming observe in early days, once after the inhomogeneous deformation on basis exceedes certain value, often there is the destructions such as crack in protective slope structure, even there will be entirety to collapse phenomenon, particularly below dead water level elevation, do not possess maintenance condition, this not only have impact on the stable of side slope, causes again economic loss.
Utility model content
In order to overcome, the construction of existing monolithic protective slope structure is complicated, cost is high, easily occur the deficiencies such as crack, and technical problem to be solved in the utility model is: provide a kind of simple flexible fabricated protective slope structure that also can adapt to foundation deformation of constructing.
The utility model solves the technical scheme that its technical problem adopts: flexible fabricated protective slope structure, comprising by bottom surface is the metope that orthohexagonal prism concrete precast block is formed, described each prefabricated section has three to relative side, the two pairs of sides are provided with the through hole of through prefabricated section wherein, described through hole is positioned at the center of place end face, and each prefabricated section is connected together by the reinforcing bar interted between described through hole.
Further, the diameter of described through hole is greater than the twice of described bar diameter.
Further, the distance of 3 ~ 5 prefabricated sections that the prefabricated section of described metope is often separated by establishes a drain hole, and described drain hole runs through the center of upper and lower two bottom surfaces of prefabricated section
Further, the profile of described prefabricated section is bottom surface is orthohexagonal frustum, and the bottom surface that when laying, described prefabricated section is less upward.
Further, adopt pointing with cement mortar between described prefabricated section, described metope surrounding adopts cast-in-situ concrete adjustment block edge sealing, and the key-wall adopting stone masonry to build by laying bricks or stones in periphery is fixed.
Further, be provided with sand-gravel cushion below described prefabricated section, described sand-gravel cushion adopts nature aggregate making, and sand material maximum particle diameter is not more than 2/3 of cushion thickness, and bed course paves rear watering, and uses utensil compacting.
The beneficial effects of the utility model are: by adopting reinforcing bar by concrete precast block cross-under structure together, both integrally-built flexibility and non-deformability had been ensure that, each prefabricated section is made again to be independent primary structure member, it is convenient to repair time impaired, once can lift when laying shaping simultaneously, decrease the use of plant equipment, simplify construction technology, accelerate construction speed, save engineering cost.
Accompanying drawing explanation
Fig. 1 is the utility model layout schematic diagram.
Fig. 2 is the utility model prefabricated section scheme of installation.
Fig. 3 is the sectional view of the common prefabricated section of the utility model.
Fig. 4 is the sectional view of the utility model prefabricated section with holes.
Fig. 5 is the utility model facade structures schematic diagram.
Be labeled as in figure, 1-metope, 2-prefabricated section, 3-cement mortar, 4-concrete adjustment block, 5-key-wall, 6-reinforcing bar, 7-sand-gravel cushion, 21-drain hole, 22-through hole.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is further illustrated.
As shown in Figure 1, it is the metope 1 that orthohexagonal prism concrete precast block 2 is formed that the utility model mainly comprises by bottom surface, described each prefabricated section 2 has three to relative side, the two pairs of sides are provided with the through hole 22 of through prefabricated section 2 wherein, described through hole 22 is positioned at the center of place end face, and each prefabricated section 2 is connected together by the reinforcing bar 6 interted between described through hole 22.Adopt bottom surface to be the concrete precast block 2 of orthohexagonal prism to be because the prefabricated section of this shape to be layered on overall structure together more stable, the stressed of all directions can be born, also more attractive in appearance, with four distortion or the concrete of other shapes does not then reach such effect.Prefabricated section is just layered on together and is connected and fixed by cement mortar as a whole by traditional protective slope structure usually, construction is complicated, waste time and energy, and this kind of all-in-one-piece protective slope structure flexibility is poor, once after the inhomogeneous deformation on basis exceedes certain value, often there is the destructions such as crack, even there will be entirety and to collapse phenomenon.As shown in Figure 2, the utility model adopts reinforcing bar 6 by each prefabricated section 2 cross-under together, and make whole metope 1 be provided with cage of reinforcement, overall structure is more stable and be provided with certain flexibility, can adapt to the distortion on basis, there will not be entirety to collapse.If breakage has appearred in prefabricated section, owing to there being cage of reinforcement, so repair also more convenient.
As shown in Figure 4, the size thickness of prefabricated section 2 and the thickness of reinforcing bar 6 are because considering according to domatic size, gradient and residing environment, through hole on prefabricated section 2 22 decides according to the diameter of reinforcing bar 6, because each prefabricated section 2 can intert cross one another two reinforcing bars 6, so the place crossed in centre should be greater than the diameter sum of two reinforcing bars 6, for convenience of making, so directly the diameter of through hole 22 is set to the twice slightly larger than reinforcing bar 6 diameter.
As shown in Figure 3, consider and domaticly interiorly may have some immersions, if immersion can not be discharged in time and may be caused the distortion of domatic matrix or cause soil erosion, so need to arrange some drain holes 21 on metope 1.In order to simplify working procedure, just drain hole 21 can be carried out when making concrete precast block 2, only need place a prefabricated section 2 with drain hole 21 in position just when laying then.In order to make drainage effect reach best, drain hole 21 should be located at the center position of prefabricated section 2 and run through whole prefabricated section 2, like this can be through with the through hole 22 of interspersed reinforcing bar 6 by drain hole 21, and current also can collect along through hole 22 discharges again.
Conveniently interspersed reinforcing bar 6 between each prefabricated section 2, the profile of prefabricated section 2 can be arranged to bottom surface is orthohexagonal frustum, when laying by bottom surface less for prefabricated section 2 upward.So between each prefabricated section 2, just have certain gap, conveniently can observe the position of reinforcing bar 6, be convenient to interting of reinforcing bar 6.More convenient when carrying out jointing with cement mortar 3 pairs of gaps in addition, and make to connect between each prefabricated section more stable.
Object gap between prefabricated section 2 being adopted to cement mortar 3 jointing is not to be connected and fixed as a whole by each prefabricated section 2, and just suitable connection, whole metope 1 is made to have certain globality and stability, outward appearance is also more good-looking simultaneously, when matrix deforms time, the gap place of metope 1 just there will be crack, these cracks can not be caused great impact to metope 1 but be conducive to the observation to bank protection deformed shape, improve to make or repair.Cast-in-situ concrete adjustment block 4 edge sealing is adopted in the surrounding of metope 1; and the key-wall 5 adopting stone masonry to build by laying bricks or stones in periphery is fixed; these two measures are all the protections to metope 1 surrounding; make border more smooth with concrete adjustment block 4 edge sealing; outside reinforces with key-wall 5 again, makes the structure of whole metope 1 more stable.
As shown in Figure 5, below described metope 1, be provided with sand-gravel cushion 7, described sand-gravel cushion 7 adopts nature aggregate making, and sand material maximum particle diameter is not more than 2/3 of cushion thickness, and bed course paves rear watering, and uses utensil compacting.Sand-gravel cushion 7 mainly plays draining, prevents domatic immersion from impacting metope.
Claims (6)
1. flexible fabricated protective slope structure, comprising by bottom surface is the metope (1) that orthohexagonal prism concrete precast block (2) is formed, it is characterized in that: described each prefabricated section (2) has three to relative side, the two pairs of sides are provided with the through hole (22) of through prefabricated section (2) wherein, described through hole (22) is positioned at the center of place end face, and each prefabricated section (2) is connected together by the reinforcing bar (6) interted between described through hole (22).
2. flexible fabricated protective slope structure as claimed in claim 1, is characterized in that: the diameter of described through hole (22) is greater than the twice of described reinforcing bar (6) diameter.
3. flexible fabricated protective slope structure as claimed in claim 1, it is characterized in that: the distance of 3 ~ 5 prefabricated sections of being often separated by the prefabricated section (2) of described metope (1) establishes a drain hole (21), and described drain hole (21) runs through the center of upper and lower two bottom surfaces of described prefabricated section (2).
4. the flexible fabricated protective slope structure as described in claim 1,2 or 3, is characterized in that: the profile of described prefabricated section (2) is bottom surface is orthohexagonal frustum, and the bottom surface that when laying, described prefabricated section (2) is less upward.
5. flexible fabricated protective slope structure as claimed in claim 4, it is characterized in that: between described prefabricated section (2), adopt cement mortar (3) jointing, described metope (1) surrounding adopts cast-in-situ concrete adjustment block (4) edge sealing, and the key-wall (5) adopting stone masonry to build by laying bricks or stones in periphery is fixed.
6. the flexible fabricated protective slope structure as described in claim 1,2,3 or 5, it is characterized in that: described prefabricated section (2) is provided with sand-gravel cushion (7) below, described sand-gravel cushion (7) adopts nature aggregate making, and sand material maximum particle diameter is not more than 2/3 of cushion thickness, bed course paves rear watering, and uses utensil compacting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420679529.6U CN204212105U (en) | 2014-11-13 | 2014-11-13 | Flexible fabricated protective slope structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420679529.6U CN204212105U (en) | 2014-11-13 | 2014-11-13 | Flexible fabricated protective slope structure |
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| CN204212105U true CN204212105U (en) | 2015-03-18 |
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| CN201420679529.6U Active CN204212105U (en) | 2014-11-13 | 2014-11-13 | Flexible fabricated protective slope structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747711A (en) * | 2019-11-04 | 2020-02-04 | 河南省交通规划设计研究院股份有限公司 | Assembled temporary road and manufacturing method thereof |
| CN113152319A (en) * | 2021-05-11 | 2021-07-23 | 安徽省交通规划设计研究总院股份有限公司 | Assembly type flexible drainage structure and construction method thereof |
-
2014
- 2014-11-13 CN CN201420679529.6U patent/CN204212105U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110747711A (en) * | 2019-11-04 | 2020-02-04 | 河南省交通规划设计研究院股份有限公司 | Assembled temporary road and manufacturing method thereof |
| CN113152319A (en) * | 2021-05-11 | 2021-07-23 | 安徽省交通规划设计研究总院股份有限公司 | Assembly type flexible drainage structure and construction method thereof |
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