CN203729329U - Modular cross-wall structure for use in civil engineering - Google Patents
Modular cross-wall structure for use in civil engineering Download PDFInfo
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- CN203729329U CN203729329U CN201420118408.4U CN201420118408U CN203729329U CN 203729329 U CN203729329 U CN 203729329U CN 201420118408 U CN201420118408 U CN 201420118408U CN 203729329 U CN203729329 U CN 203729329U
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- Prior art keywords
- building block
- groove
- base
- longitudinal register
- barricade
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- 239000004575 stone Substances 0.000 claims description 34
- 210000003127 knee Anatomy 0.000 claims description 23
- 230000013011 mating Effects 0.000 claims description 15
- 210000002435 tendon Anatomy 0.000 claims description 7
- 230000002787 reinforcement Effects 0.000 claims description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 235000007164 Oryza sativa Nutrition 0.000 claims description 3
- 235000009566 rice Nutrition 0.000 claims description 3
- 240000007594 Oryza sativa Species 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 5
- 239000000470 constituent Substances 0.000 abstract 1
- 238000009434 installation Methods 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 241000209094 Oryza Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000001131 transforming effect Effects 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a modular cross-wall structure for use in civil engineering. The modular cross-wall structure is formed by splicing a plurality of retaining walls on left and right sides, wherein each retaining wall mainly comprises a base, a plurality of adjusting building blocks and a cover plate; an integrally-molded basic building block is vertically arranged on each base; a longitudinal positioning groove in the lower surface of an upper layer adjusting building block is clamped onto a longitudinal positioning cord on the upper surface of an adjacent lower layer adjusting building block; a longitudinal positioning groove in the lower surface of an uppermost layer adjusting building block is clamped onto a longitudinal positioning cord on the upper surface of the basic building block; a longitudinal positioning groove in the lower surface of the cover plate is clamped onto a longitudinal positioning cord on the upper surface of the uppermost layer adjusting building block; a dovetail-shaped locking joint is arranged at one end of the base, and a locking groove matched with the locking joint is formed in the other end of the base, so that locking connection of left and right bases is realized. Due to the adoption of the modular design, construction is performed conveniently and rapidly, technical requirements are eliminated, and any person can construct after simple training. Each constituent can be made uniformly in plants, and then transported to the field for installation, so that commercial production can be realized.
Description
Technical field
The utility model relates to civil engineering technological improvement, specifically refers to a kind of modular civil works stone dam structure, belongs to civil engineering technical field.
Background technology
In many civil workss, often need to build stone dam, as rural holding transforming slope into terrace (being that hillside fields changes terrace land) engineering, the regulation of the hillside plot pool, Controlling Debris Flow etc.The material of building at present stone dam is mainly the various rectangular slabs of stone or concrete block, when actual building, also needs special tool and various auxiliary material.Existing stone dam is built following some deficiency of main existence: 1, build and be not simply to assemble, craftsman is had to certain technical requirements, otherwise the stone dam of building may be undesirable aspect seam or verticality; 2, the rectangular slab of stone or concrete block need concrete mortar to connect, otherwise are difficult to form a stressed integral body, therefore need various auxiliary materials, and workload are large, inefficiency.3, be difficult to process oozing aspect draining, by seam, ooze out often, if seam is good, ponding is just difficult to get rid of, and the time has been grown, just very large to the extruding force of stone dam, and the existing stone dam of building is because intensity is not often very large, under larger extruding force, exist across the threat of collapsing.
Utility model content
For prior art above shortcomings, the purpose of this utility model is to provide a kind of speed of building fast, without technical requirements, Drainage Design is scientific and reasonable and intensity can guarantee modular civil works stone dam structure.
To achieve these goals, the technical solution adopted in the utility model is such:
A kind of modular civil works stone dam structure, this stone dam structure is spliced to form successively by some barricade left and right, every barricade mainly consists of base, some adjusting building blocks and cover plate, on described base, be vertically provided with integrated basic building block, basic building block and base form " T " font structure of putting upside down; Basis building block and adjusting building block upper surface are equipped with longitudinal register raised line, regulate building block soffit to be provided with the longitudinal register groove mating with longitudinal register raised line, upper strata regulates the longitudinal register groove of building block soffit to be stuck on the longitudinal register raised line of adjacent lower floor adjusting building block upper surface, and orlop regulates the longitudinal register groove of building block soffit to be stuck on the longitudinal register raised line of basic building block upper surface; Cover plate soffit is provided with the longitudinal register groove mating with longitudinal register raised line, and is stuck on the longitudinal register raised line of the superiors' adjusting building block upper surface;
The back side in basic building block and adjusting building block is provided with horizontal reinforcement convex tendon;
Base one end is provided with horizontal swallow-tailed latching connector, and the other end is provided with the locked groove mating with latching connector, is provided with chamber, position above locked groove; The latching connector of base one end is by the interlocking of realizing left and right base in the locked groove that drops on this adjacent pans behind chamber, position of crossing of adjacent pans.
Further, in order to increase barricade intensity, at every barricade back side, be at least provided with one group of knee wall vertical with barricade, every group of knee wall is spliced to form up and down by some gripper shoes, the height of orlop gripper shoe is highly identical with basic building block, and the height of all the other gripper shoes is identical with the height of adjusting building block; Support plate upper surface is provided with clamping projection, and except nethermost gripper shoe, all the other gripper shoe soffits are provided with the buckling groove mating with clamping projection, and the buckling groove of upper strata gripper shoe soffit is stuck in the clamping projection of adjacent lower layer support plate upper surface; Cover plate soffit is provided with the buckling groove mating with clamping projection, and is stuck in the clamping projection of the superiors' support plate upper surface;
Every gripper shoe is provided with draw-in groove towards barricade face, and this draw-in groove is stuck in corresponding basic building block and regulates on the reinforcement convex tendon of building block back side setting.
For convenient infiltration, in basic building block and adjusting building block, be equipped with the water seepage hole for draining, on base, be positioned at the basic building block back side and be provided with gutter longitudinally, the gutter that forms whole stone dam structure is sequentially docked in the gutter on base.
The knee wall at every barricade back side is two groups, lays respectively at two ends, barricade left and right.So just can guarantee with few knee wall of trying one's best the gear soil intensity of barricade.
The nethermost gripper shoe integral body of the utility model is at right angles trapezoidal, can further increase like this support strength of knee wall.
Described cover plate, except being a stressed integral body for knee wall and barricade are connected to form, according to actual needs, also has the width that facilitates people to pass through, and for pedestrian's daily walking, this width is generally 0.3-0.5 rice.
Compared to existing technology, the utlity model has following beneficial effect:
1, this stone dam is owing to adopting modularized design and construction, so easy construction, quick, by groove and protruding simple concatenation, can carry out, and as played with building blocks, there is no technical requirements, and anyone passes through simple training and can construct.
2, form each ingredient of stone dam, as base, building block, gripper shoe and cover plate, can only need to transport to scene and can install by design specifications unified carrying out in factory, can realize commercialization and produce.
3, this stone dam intensity can be guaranteed.First below front of chassis (take building block as boundary) is pressed in by earth when construction, the building block back side is all provided with strong convex tendon simultaneously, and carry out rearward powerful support by several groups of knee walls, all knee walls and building block are finally all connected to form an integral body by cover plate, supporting role between them is mutual, so the intensity of this stone dam is without any problem.As required, also can increase knee wall quantity further to increase stone dam intensity.
4, in building block, be provided with in advance water seepage hole, can make the ponding between soil ooze out easily, finally by gutter, drain, if this stone dam is for ploughing, gutter on base also becomes the back of the body ditch in plot below simultaneously so, need not be deliberately for plot below, digs and carries on the back ditch, convenient.
5, this stone dam construction flexibly, regulate building block number determined the height of stone dam, how many intensity that also can reach according to actual needs of knee wall and arranging, if requirement of strength is high, arrange knee wall more.And how much arranging of building block and knee wall have not a particle of impact to overall structure, directly increase, need not change dependency structure.
Accompanying drawing explanation
Fig. 1-the utility model three-dimensional structure diagram.
Fig. 2-the utility model side structure schematic diagram.
Fig. 3-the utility model side deployed configuration schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Referring to Fig. 1, Fig. 2 and Fig. 3, from scheming, can find out, the modular civil works stone dam structure the utility model proposes, this stone dam structure is spliced to form successively by some barricade left and right, every barricade mainly consists of base 1, some adjusting building blocks 2 and cover plate 3, on described base 1, be vertically provided with integrated basic building block 4, basic building block 4 forms with base 1 " T " font structure of putting upside down.Basis building block 4 and adjusting building block 2 upper surfaces are equipped with longitudinal register raised line 5, regulate building block 2 soffits to be provided with the longitudinal register groove 6 mating with longitudinal register raised line, upper strata regulates the longitudinal register groove of building block soffit to be stuck on the longitudinal register raised line of adjacent lower floor adjusting building block upper surface, and orlop regulates the longitudinal register groove of building block soffit to be stuck on the longitudinal register raised line of basic building block upper surface.Cover plate 3 soffits are provided with the longitudinal register groove 6 mating with longitudinal register raised line, and are stuck on the longitudinal register raised line 5 of the superiors' adjusting building block upper surface.
The utility model left and right barricade connects by base 1, and concrete structure is: in base 1 one end, be provided with horizontal swallow-tailed latching connector 8, latching connector is trapezoidal shape, upper base is outside, form closing-in structure, the other end is provided with the locked groove mating with latching connector, is provided with chamber, position above locked groove; The latching connector of base one end is by the interlocking of realizing left and right base in the locked groove that drops on this adjacent pans behind chamber, position of crossing of adjacent pans.
Further, in order to increase barricade intensity, at every barricade back side, be at least provided with one group of knee wall vertical with barricade, every group of knee wall is spliced to form up and down by some gripper shoes 9, the height of orlop gripper shoe 9 is highly identical with basic building block 4, and the height of all the other gripper shoes is identical with the height of adjusting building block.Gripper shoe 9 upper surfaces are provided with clamping projection 10, and except nethermost gripper shoe, all the other gripper shoe soffits are provided with the buckling groove 11 mating with clamping projection, and the buckling groove of upper strata gripper shoe soffit is stuck in the clamping projection of adjacent lower layer support plate upper surface.Cover plate 3 soffits are provided with the buckling groove 11 mating with clamping projection, and are stuck in the clamping projection of the superiors' support plate upper surface.The annexation up and down of gripper shoe is identical with the upper and lower annexation of building block.In the utility model, the upper surface of gripper shoe and building block is projection, and soffit is corresponding groove, also can exchange setting, the upper surface of gripper shoe and building block is groove, and soffit is corresponding projection, now cover plate soffit is corresponding projection, and two kinds of connected mode principles are identical.
The back side in basic building block 4 and adjusting building block 2 is provided with horizontal reinforcement convex tendon 7.Every gripper shoe 9 is provided with draw-in groove 12 towards barricade face, and this draw-in groove 12 is stuck in corresponding basic building block and regulates on the reinforcement convex tendon 7 of building block back side setting.
For convenient infiltration, in basic building block 4 and adjusting building block 2, be equipped with the water seepage hole 13 for draining, on base 1, be positioned at the basic building block back side and be provided with gutter 14 longitudinally, the gutter that forms whole stone dam structure is sequentially docked in the gutter on base.If this stone dam is for ploughing, gutter also forms the back of the body ditch that lower floor ploughs so.
Knee wall is according to supporting needs and barricade width, highly can arranging many groups, and barricade is wider or higher, and knee wall should arrange more, and the intensity of stone dam is just larger like this.During actual design, the knee wall at every barricade back side is two groups, lays respectively at two ends, barricade left and right.So just can guarantee with few knee wall of trying one's best the gear soil intensity of barricade.
Nethermost gripper shoe 9 integral body of the utility model are at right angles trapezoidal, can further increase like this support strength of knee wall.
Described cover plate 3, except being a stressed integral body for knee wall and barricade are connected to form, according to actual needs, also has the width that facilitates people to pass through, and for pedestrian's daily walking, this width is generally 0.3-0.5 rice.
Finally explanation is, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify or be equal to replacement the technical solution of the utility model, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of claim scope of the present utility model.
Claims (6)
1. a modular civil works stone dam structure, it is characterized in that: this stone dam structure is spliced to form successively by some barricade left and right, every barricade mainly consists of base (1), some adjusting building blocks (2) and cover plate (3), on described base (1), be vertically provided with integrated basic building block (4), basic building block (4) forms with base (1) " T " font structure of putting upside down; Basis building block (4) and adjusting building block (2) upper surface are equipped with longitudinal register raised line (5), regulate building block (2) soffit to be provided with the longitudinal register groove (6) mating with longitudinal register raised line, the longitudinal register groove (6) of upper strata adjusting building block soffit is stuck in adjacent lower floor and regulates the longitudinal register raised line (5) of building block upper surface upper, and orlop regulates the longitudinal register groove of building block soffit to be stuck on the longitudinal register raised line of basic building block upper surface; Cover plate (3) soffit is provided with the longitudinal register groove (6) mating with longitudinal register raised line, and is stuck on the longitudinal register raised line (5) of the superiors' adjusting building block upper surface;
The back side in basic building block (4) and adjusting building block (2) is provided with horizontal reinforcement convex tendon (7);
Base (1) one end is provided with horizontal swallow-tailed latching connector (8), and the other end is provided with the locked groove mating with latching connector, is provided with chamber, position above locked groove; The latching connector of base one end is by the interlocking of realizing left and right base in the locked groove that drops on this adjacent pans behind chamber, position of crossing of adjacent pans.
2. modular civil works stone dam structure according to claim 1, it is characterized in that: at every barricade back side, be at least provided with one group of knee wall vertical with barricade, every group of knee wall is spliced to form up and down by some gripper shoes (9), the height of orlop gripper shoe is highly identical with basic building block, and the height of all the other gripper shoes is identical with the height of adjusting building block;
Gripper shoe (9) upper surface is provided with clamping projection (10), except nethermost gripper shoe, all the other gripper shoes (9) soffit is provided with the buckling groove (11) mating with clamping projection, and the buckling groove (11) of upper strata gripper shoe soffit is stuck in the clamping projection (10) of adjacent lower layer support plate upper surface; Cover plate (3) soffit is provided with the buckling groove (11) mating with clamping projection, and is stuck in the clamping projection (10) of the superiors' support plate upper surface;
Every gripper shoe (9) is provided with draw-in groove (12) towards barricade face, and this draw-in groove (12) is stuck in corresponding basic building block and regulates on the reinforcement convex tendon (7) of building block back side setting.
3. modular civil works stone dam structure according to claim 1, it is characterized in that: in described basic building block (4) and adjusting building block (2), be equipped with the water seepage hole (13) for draining, on base (1), be positioned at the basic building block back side and be provided with gutter (14) longitudinally.
4. modular civil works stone dam structure according to claim 1, is characterized in that: the knee wall at every barricade back side is two groups, lays respectively at two ends, barricade left and right.
5. modular civil works stone dam structure according to claim 2, is characterized in that: nethermost gripper shoe integral body is at right angles trapezoidal.
6. modular civil works stone dam structure according to claim 1, is characterized in that: described cover plate (3) has the width that facilitates people to pass through, and this width is 0.3-0.5 rice.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420118408.4U CN203729329U (en) | 2014-03-17 | 2014-03-17 | Modular cross-wall structure for use in civil engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420118408.4U CN203729329U (en) | 2014-03-17 | 2014-03-17 | Modular cross-wall structure for use in civil engineering |
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| Publication Number | Publication Date |
|---|---|
| CN203729329U true CN203729329U (en) | 2014-07-23 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420118408.4U Expired - Lifetime CN203729329U (en) | 2014-03-17 | 2014-03-17 | Modular cross-wall structure for use in civil engineering |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806466A (en) * | 2014-03-17 | 2014-05-21 | 重庆芳兰科技有限公司 | Modular cross-wall structure for civil work |
-
2014
- 2014-03-17 CN CN201420118408.4U patent/CN203729329U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806466A (en) * | 2014-03-17 | 2014-05-21 | 重庆芳兰科技有限公司 | Modular cross-wall structure for civil work |
| CN103806466B (en) * | 2014-03-17 | 2015-11-18 | 重庆师范大学 | Modular civil works stone dam structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140723 |
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| CX01 | Expiry of patent term |