CN2426497Y - Structure of connecting boulder strip face slab stiffening retaining wall with stiffener - Google Patents
Structure of connecting boulder strip face slab stiffening retaining wall with stiffener Download PDFInfo
- Publication number
- CN2426497Y CN2426497Y CN 00234980 CN00234980U CN2426497Y CN 2426497 Y CN2426497 Y CN 2426497Y CN 00234980 CN00234980 CN 00234980 CN 00234980 U CN00234980 U CN 00234980U CN 2426497 Y CN2426497 Y CN 2426497Y
- Authority
- CN
- China
- Prior art keywords
- boulder
- stone
- rectangular slab
- retaining wall
- muscle
- 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.)
- Expired - Fee Related
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- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model discloses the structure of the connection of boulder strip panels ribbed retaining wall and rib strips. The utility model comprises boulder strips 1, cross pin holes 2, rib penetrating grooves 3, special cross pins 4 and rib strips 5. The utility model is characterized in that the top surface of the boulder strip is engraved with a plurality of U-shaped rib penetrating grooves, and the inside of each of the rib penetrating grooves of the boulder strip is respectively drilled with a plurality of cross pin holes; the special cross pins are matched with the cross pin holes, and can be inserted into the cross pin holes between the upper and the lower boulder strips, and furthermore the rib strips are penetrated through the boulder strips. Thus, the connection of the rib strips and the boulder strip panels, and the ribbed retaining wall has the appearance of the boulder strips and the natural aesthetic sense of stone materials.
Description
The utility model relates to the joint construction of rectangular slab of stone panel reinforced retaining wall and muscle interband.
According to the China's Transportation Industry standard criterion, what reinforced earth retaining wall adopted usually all is reinforced concrete prefabricated panel, realize being connected of muscle band and panel by embedded bar draw ring on panel, stone material fails to be used as the panel of reinforced retaining wall because can't pre-buried draw ring always; And reinforced concrete prefabricated panel has shortcomings such as cost height, material texture be not good.
The utility model is intended to propose the joint construction of rectangular slab of stone panel reinforced retaining wall and muscle interband, effectively solves being connected of muscle band and rectangular slab of stone panel.
The rectangular slab of stone panel reinforced retaining wall that the utility model proposes and the joint construction of muscle interband, comprise the rectangular slab of stone, pin hole, wear the muscle groove, special-purpose latch and muscle band, it is characterized in that carving the some U types of cutter at rectangular slab of stone end face wears the muscle groove, and on the rectangular slab of stone, wear and respectively bore some pin holes in the muscle groove, special-purpose latch and pin hole are complementary.
Special-purpose latch can be that reinforcing bar material outer layer parcel anti-rot plastic is made, and also can be made by shear strength high engineering plastics or nylon.
Because the utility model has said structure, carve the some U types of cutter at rectangular slab of stone end face and wear the muscle groove, and on the rectangular slab of stone, wear and respectively bore some pin holes in the muscle groove, special-purpose latch and pin hole are complementary, inserting special-purpose latch in the pin hole between two rectangular slabs of stone up and down, and allow the muscle band pass, thereby realization muscle band is connected with rectangular slab of stone panel, reinforced retaining wall has the outward appearance of the rectangular slab of stone and the natural aesthetic feeling of stone material like this, stone material is a natural materials, the cost of rectangular slab of stone panel only accounts for 20% of conventional steel concrete panel cost, and rectangular slab of stone panel reinforced retaining wall cost is low, and profile is attractive in appearance again.
Below in conjunction with drawings and Examples the utility model is further described.
Fig. 1 is the plane structure schematic diagram of the utility model embodiment;
Fig. 2 is the edge-on schematic diagram of the utility model embodiment.
See figures.1.and.2, the rectangular slab of stone panel reinforced retaining wall that the utility model proposes and the joint construction of muscle interband, comprise the rectangular slab of stone 1, pin hole 2, wear muscle groove 3, special-purpose latch 4 and muscle band 5, it is characterized in that carving the some U types of cutter at the rectangular slab of stone 1 end face wears muscle groove 3, and on the rectangular slab of stone, wear and respectively bore some pin holes 2 in the muscle groove, special-purpose latch 4 is complementary with pin hole 2, special-purpose latch 4 can be that reinforcing bar material outer layer parcel anti-rot plastic is made, also can make, satisfy anticorrosion or the shearing resistance function by shear strength high engineering plastics or nylon; Because the utility model has said structure, carve the some U types of cutter at rectangular slab of stone end face and wear the muscle groove, and on the rectangular slab of stone, wear and respectively bore some pin holes in the muscle groove, special-purpose latch and pin hole are complementary, inserting special-purpose latch in the pin hole between two rectangular slabs of stone up and down, and allow the muscle band pass, thereby realization muscle band is connected with rectangular slab of stone panel, reinforced retaining wall has the outward appearance of the rectangular slab of stone and the natural aesthetic feeling of stone material like this, stone material is a natural materials, the cost of rectangular slab of stone panel only accounts for 20% of conventional steel concrete panel cost, and rectangular slab of stone panel reinforced retaining wall cost is low, and profile is attractive in appearance again.
Claims (2)
1, the joint construction of rectangular slab of stone panel reinforced retaining wall and muscle interband, comprise the rectangular slab of stone (1), pin hole (2), wear muscle groove (3), special-purpose latch (4) and muscle band (5), it is characterized in that carving the some U types of cutter at the rectangular slab of stone (1) end face wears muscle groove (3), and on the rectangular slab of stone, wear and respectively bore some pin holes (2) in the muscle groove, special-purpose latch (4) is complementary with pin hole (2).
2, the joint construction of rectangular slab of stone panel reinforced retaining wall according to claim 1 and muscle interband is characterized in that special-purpose latch (4) can be that reinforcing bar material outer layer parcel anti-rot plastic is made, and also can be made by shear strength high engineering plastics or nylon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00234980 CN2426497Y (en) | 2000-05-23 | 2000-05-23 | Structure of connecting boulder strip face slab stiffening retaining wall with stiffener |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 00234980 CN2426497Y (en) | 2000-05-23 | 2000-05-23 | Structure of connecting boulder strip face slab stiffening retaining wall with stiffener |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2426497Y true CN2426497Y (en) | 2001-04-11 |
Family
ID=33596909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 00234980 Expired - Fee Related CN2426497Y (en) | 2000-05-23 | 2000-05-23 | Structure of connecting boulder strip face slab stiffening retaining wall with stiffener |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2426497Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804002A (en) * | 2016-03-16 | 2016-07-27 | 中国水电建设集团十五工程局有限公司 | Wave protection wall structure with granite plates replacing formwork and construction method |
| CN107002378A (en) * | 2014-12-11 | 2017-08-01 | 韩福斯股份有限公司 | The construction method of reinforced earth retaining wall surface layer part, the reinforced earth retaining wall structure using the surface layer part and reinforced earth retaining wall ribbon-like fibre reinforcing material |
| CN108385882A (en) * | 2018-01-25 | 2018-08-10 | 广州珠江工程建设监理有限公司 | A kind of bridging method of large size keel drawknot stone material |
-
2000
- 2000-05-23 CN CN 00234980 patent/CN2426497Y/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107002378A (en) * | 2014-12-11 | 2017-08-01 | 韩福斯股份有限公司 | The construction method of reinforced earth retaining wall surface layer part, the reinforced earth retaining wall structure using the surface layer part and reinforced earth retaining wall ribbon-like fibre reinforcing material |
| CN105804002A (en) * | 2016-03-16 | 2016-07-27 | 中国水电建设集团十五工程局有限公司 | Wave protection wall structure with granite plates replacing formwork and construction method |
| CN105804002B (en) * | 2016-03-16 | 2018-02-23 | 中国水电建设集团十五工程局有限公司 | Granite slab replaces the wave resistance wall construction and construction method of template |
| CN108385882A (en) * | 2018-01-25 | 2018-08-10 | 广州珠江工程建设监理有限公司 | A kind of bridging method of large size keel drawknot stone material |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |