CN106120646A - Multi-use precast slab structure and assembly thereof - Google Patents
Multi-use precast slab structure and assembly thereof Download PDFInfo
- Publication number
- CN106120646A CN106120646A CN201610687844.7A CN201610687844A CN106120646A CN 106120646 A CN106120646 A CN 106120646A CN 201610687844 A CN201610687844 A CN 201610687844A CN 106120646 A CN106120646 A CN 106120646A
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- China
- Prior art keywords
- pin
- hole
- precast slab
- slab structure
- use precast
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- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/10—Dams; Dykes; Sluice ways or other structures for dykes, dams, or the like
- E02B3/106—Temporary dykes
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of multi-use precast slab structure and assembly thereof, this multi-use precast slab structure has obstruction body and pin, and described obstruction body has angle pin-and-hole and limit pin-and-hole；Described angle pin-and-hole and limit pin-and-hole are distributed in the four side edge of described obstruction body, and wherein, four angle pin-and-holes or two limit pin-and-holes are spliced to form a pinhole shape；The surface of described obstruction body is made up of upper surface, lower surface and side, and described side is surrounded by four side edge, and described side is used for being connected described upper and lower surface；A described lower surface and described upper surface at least closed assembly face as this multi-use precast slab structure；Described pin is inlaid in pin-and-hole.Multiple multi-use precast slab structure closed assemblies can be got up, and the multi-use precast slab structure after being inlaid in pin-and-hole as fixing closed assembly with pin, easy for installation, simple in construction；Being not only to may be used for taking precautions against flood, dam for dam, sill may is dammed, canal Bianba etc., serves many purposes.
Description
Technical field
The present invention relates to hydraulic engineering technical field, particularly relate to a kind of multi-use precast slab structure and assembly thereof.
Background technology
At present for the strick precaution of flood, mostly use and set up dykes and dams, but the construction of this dykes and dams is sufficiently expensive, and dykes and dams
Once set up, the most i.e. determine, but the size of flood annual each time period is all uncertain, still can go out
Existing flood covers dykes and dams, causes the loss of personnel and property.
In Chinese patent literature CN104499458A, disclose a kind of intelligence jack up waterwall, be arranged on river levee also
Single hop or multistage is used to arrange, by concrete preformed groove, waterwall, buoyancy tank, spacing cover plate, water inlet comb, drainage gallery and sealing
Composition, concrete preformed groove is the rectangle cannelure of excavation on river levee；Waterwall is the folder of two block length cube steel plate compositions
Rotating fields, is provided with vertical reinforcement between two-layered steel plates, buoyancy tank is prefabricated empty van structure, and waterwall is perpendicularly fixed at buoyancy tank
Middle part, the width of buoyancy tank is identical with the width of concrete preformed groove and lifts along concrete preformed groove sidewall；Water inlet comb is fixed on
Side near water, concrete preformed groove top, drainage gallery is positioned at bottom concrete preformed groove side near water, and drainage gallery end sets
Put sealing；Spacing cover plate is fixed on backwater side, concrete preformed groove top, the distance between spacing cover plate and water inlet castor and gear
The thickness of waterwall is identical, and waterwall lifts between spacing cover plate and water inlet castor.
But in technique scheme, intelligence jack up waterwall has problems in that, costly, and installation and transportation
Inconvenience, is not suitable for using on a large scale, and recycling rate of waterused is low, and purposes is single.
Therefore, it is necessary to develop a kind of new precoated plate structure, facilitate large-scale use, improve the repetition profit of precoated plate
By rate.
Summary of the invention
The technical problem to be solved in the present invention is to provide a kind of easy for installation, simple in construction, the much higher purposes of barrier properties
Precoated plate structure.
For solving above-mentioned technical problem, the technical solution used in the present invention is, this multi-use precast slab structure has obstruction
Body and pin, described obstruction body has angle pin-and-hole and limit pin-and-hole；Described angle pin-and-hole and limit pin-and-hole are distributed in described obstruction
The four side edge of body, wherein, four angle pin-and-holes or two limit pin-and-holes are spliced to form a pinhole shape；Described obstruction body
Surface be made up of upper surface, lower surface and side, described side is surrounded by four side edge, and described side is used for being connected described
Upper and lower surface；A described lower surface and described upper surface at least closed assembly as this multi-use precast slab structure
Face；Described pin is inlaid in pin-and-hole.
Use technique scheme, stop body and there is angle pin-and-hole and limit pin-and-hole, and lower surface and described upper surface are at least
There is a closed assembly face as this multi-use precast slab structure, multiple multi-use precast slab structure closed assemblies can be got up, and use
Pin be inlaid in pin-and-hole as fixing closed assembly after multi-use precast slab structure, easy for installation, simple in construction；And angle pin-and-hole and
Limit pin-and-hole is the 1/4th or 1/2nd big of complete pin-and-hole respectively, and four pieces of adjacent multi-use precast slab structures exist
Lay in same plane to can make up a complete pin-and-hole and be embedded in pin and be fixed；Same, adjacent two pieces are multiplex
Precoated plate structure can make up a complete pin-and-hole in the same plane and is embedded in pin and is fixed on the way, therefore, for this
For the multi-use precast slab structure of invention, both can carry out closed assembly in vertical direction, it is also possible to carry out in the same plane
Splicing, substantially increases obstruction performance.
Additionally, for the multi-use precast slab structure of invention, owing to it pre-establishes, product transhipment is convenient,
And after first use completes, convenient disassembly, can use elsewhere again, repeat usage is high；It should be noted that this
The multi-use precast slab structure of bright application is not only to may be used for taking precautions against flood, dams for dam, and sill may is dammed, limit, canal
, all there is higher value on dams etc.；For piling up dam, filling out sea, piling is dammed, and drilling well is dammed, civil air defense constructions and installations, and conduct
Railway bed is also possible, it is also possible to for anti-wave, puts typhoon, military engineering, ocean engineering；Closed assembly can also be spliced use
In storing waste water, water-retention and chemical industry oil plant；In the case of using refractory material preparation, this infrastructure product can be also used for fire prevention；
Can be also used for anti-dangerous materials.
As can be seen here, the multi-use precast slab structure of the present invention serves many purposes, and economic worth is high, and promotional value is big,
Good in economic efficiency.
Further it is improved by, described closed assembly face has the groove extending to afterbody from end, on described closed assembly face
Also there is the convex tendon bar extending to afterbody from end；Described groove is consistent with width and the length of described convex tendon bar.
The effect arranging groove and convex tendon bar is, the groove being positioned in the multi-use precast slab structure of lower floor just engages
The convex tendon bar being positioned in the multi-use precast slab structure on upper strata；And the convex tendon bar that is positioned in the multi-use precast slab structure of lower floor is firm
Being fastened on well the groove in the multi-use precast slab structure being positioned at upper strata, so, multi-use precast slab structure is in obstacles
Do not have the situation of slip on impact direction, stop performance more preferable, and for fluid, especially flood, such folded
Dress mode, greatly reduces situation overflow occur.
Further being improved by, the centre position of described obstruction body is additionally provided with middle pin-and-hole, described middle pin-and-hole
Be shaped as the dumbbell shaped that middle little two is big, and this middle pin-and-hole is between described groove and described convex tendon bar, wherein, in
Between pin-and-hole be a complete pinhole shape.
Using said structure, closed assembly effect is more preferable so that pin-and-hole fixed performance is more preferable, and not easily shifted；Pin-and-hole is positioned at institute
State between groove and described convex tendon bar so that it is not easily susceptible to the invasion of obstacles.
Further it is improved by, is positioned at the end in described closed assembly face and afterbody and is in described groove and described convex tendon bar
Between be respectively arranged with preformed hole, the effect of preformed hole is to be easy to multi-use precast slab structure is carried and installed.
Further being improved by, the shape of described pin is corresponding with the shape of described middle pin-and-hole.The two shape phase
Correspondence makes pin to be embedded in closely.
Further being improved by, the thickness of this multi-use precast slab structure is 100-120mm, a length of 400-600mm,
Width is 300-500mm.
Further being improved by, be embedded with crisscross ferrum net in described obstruction body, the effect of ferrum net is by force
Changing the globality of multi-use precast slab structure, increase and resist emphasizing of impulsive force, the setting of the most such structure also makes multiplex
The breakage rate of precoated plate structure reduces on the way.
Further being improved by, the degree of depth of described angle pin-and-hole, middle pin-and-hole and limit pin-and-hole is this multi-use precast slab knot
The half of the thickness of structure, the thickness of described pin is consistent with the thickness of this multi-use precast slab structure, and described pin has
Guide and support hole.
Multi-use precast slab structure uses the reason of said structure to be, during polylith multi-use precast slab structure closed assembly, and position
In lowermost multi-use precast slab structure need to use said structure as lower mold, and angle pin-and-hole, middle pin-and-hole and limit pin-and-hole
Run through multi-use precast slab structure then as upper mold, when pin is inlaid in pin-and-hole, owing to the degree of depth of pin-and-hole only has these many
The half of the thickness of purposes precoated plate structure, unnecessary half pin will enter the pin of the multi-use precast slab structure of last layer
In hole, the like so that the structure between the multi-use precast slab structure of each closed assembly is tightr.
Another technical problem that the invention solves the problems that is to provide a kind of easy for installation, convenient disassembly, simple in construction, resistance
Gear performance much higher purposes precast plate assembly.
For solving above-mentioned technical problem, the technical solution used in the present invention is, this multi-use precast slab assembly includes many
Individual multi-use precast slab structure, the arrangement of the plurality of multi-use precast slab close structure or the composition multipurpose that is stacked are prefabricated
Board component.
Using the multi-use precast slab assembly of the present invention, assembly and disassembly are the quickest, and repeat usage is high, obstruction property
Can be high, simple in construction, Financial cost is low, it is simple to promote the use of on a large scale.
Accompanying drawing explanation
Further describe with embodiments of the present invention below in conjunction with the accompanying drawings:
Fig. 1 is the first structural representation of the multi-use precast slab structure of the present invention；
Fig. 2 is the cross-sectional structure schematic diagram of Fig. 1；
Fig. 3 is the pin configuration schematic diagram used in the first structure of the multi-use precast slab structure of the present invention；
Fig. 4 is the deformation of the first structure shown in Fig. 1；
Fig. 5 is the second structural representation of the multi-use precast slab structure of the present invention；
Fig. 6 is the pin configuration schematic diagram used in the second structure of the multi-use precast slab structure of the present invention；
Fig. 7 is the longitudinal cross-section structural representation of Fig. 5；
Fig. 8 is the deformation of the second structure shown in Fig. 5；
Fig. 9 is the multi-use precast slab modular construction schematic diagram of the present invention；
Figure 10 is the multi-use precast slab assembly closed assembly view in Fig. 9；
Wherein: 1-multi-use precast slab structure；2-stops body；3-pin；4,5-angle pin-and-hole；6,7-limit pin-and-hole；8-surface；9-
Upper surface；10-lower surface；11-side；12-closed assembly face；13-groove；14-convex tendon bar；Pin-and-hole in the middle of 15-；16,17-reserves
Hole；18-pin-and-hole；19,20-guides and supports hole.
Detailed description of the invention
As Figure 1-3 be the first structural representation of multi-use precast slab structure of the present invention, this multipurpose is pre-
Making sheet structure 1 has obstruction body 2 and pin 3, and described obstruction body has angle pin-and-hole 4,5 and limit pin-and-hole 6,7；Described angle pin-and-hole
4,5 and limit pin-and-hole 6,7 be distributed in the four side edge of described obstruction body 2, wherein, four angle pin-and-holes or two limit pin-and-holes are spelled
Connect one pin-and-hole (as shown in Figure 4) shape of formation；The surface 8 of described obstruction body 2 is by upper surface 9, lower surface 10 and side 11
Composition, described side 11 is surrounded by four side edge, and described side 11 is used for being connected described upper surface 9 and lower surface 10；Described
A lower surface 10 and described upper surface 9 at least closed assembly face 12 as this multi-use precast slab structure；Described pin 3 is embedded in
In pin-and-hole 18.
As in figure 2 it is shown, have the groove 13 extending to afterbody from end on described closed assembly face 12, on described closed assembly face 12 also
There is the convex tendon bar 14 extending to afterbody from end；Described groove 13 is consistent with width and the length of described convex tendon bar 14.
Shown in Fig. 4 is the deformation of the first structural representation of the multi-use precast slab structure of the present invention, with above-mentioned
Unlike a kind of structure, the centre position of described obstruction body 2 is additionally provided with middle pin-and-hole 15, the shape of described middle pin-and-hole 15
Shape is the dumbbell shaped that middle little two is big, and this middle pin-and-hole 15 is between described groove 13 and described convex tendon bar 14, wherein,
Middle pin-and-hole 15 is a complete pinhole shape；As the first structure, it is positioned at end and the afterbody in described closed assembly face 12
And be between described groove 13 and described convex tendon bar 14 and be respectively arranged with preformed hole 16,17.
The shape of described pin 3 is corresponding with the shape of described middle pin-and-hole 15.
The thickness of this multi-use precast slab structure is 100-120mm, a length of 400-600mm, and width is 300-500mm；
Passable, it is embedded with crisscross ferrum net in described obstruction body 2.
Additionally, closed assembly for convenience, the degree of depth of described angle pin-and-hole 4,5, middle pin-and-hole 15 and limit pin-and-hole 6,7 is this multipurpose
The half of the thickness of precoated plate structure, the thickness of described pin 3 is consistent with the thickness of this multi-use precast slab structure, described
Pin 3 has guides and supports hole 19,20.
Shown in Fig. 5-7 is the second structural representation of the multi-use precast slab structure of the present invention, Sino-Russian with Fig. 1 first
Planting structure and differ only in the shape of pin-and-hole, pin, remaining is all the same；Shown in Fig. 8 is the deformation of the second structure,
The centre position stopping body 2 adds pin-and-hole.
When the multi-use precast slab structure of the present invention uses, multiple multi-use precast slab structures are in one plane carried out tightly
Solid matter arranges, as it is shown in figure 9, constitute multi-use precast slab assembly, can also carry out closed assembly in vertical direction, such as Figure 10 institute simultaneously
Showing, multiple multi-use precast slab structures are stacked and constitute multi-use precast slab assembly.
The ultimate principle of the present invention, principal character and advantage have more than been shown and described.The technical staff of the industry should
Understanding, the present invention is not restricted to the described embodiments, and the simply explanation present invention's described in above-described embodiment and description is former
Reason, without departing from the spirit and scope of the present invention, the present invention also has various changes and modifications, as according to purposes not
Equally, being become big dimensionally or diminish, these changes and improvements both fall within scope of the claimed invention.The present invention
Claimed scope is defined by appending claims and equivalent thereof.
Claims (9)
1. a multi-use precast slab structure, it is characterised in that have obstruction body and pin, described obstruction body has angle pin
Hole and limit pin-and-hole；Described angle pin-and-hole and limit pin-and-hole are distributed in the four side edge of described obstruction body, wherein, four angle pin-and-holes or
Two limit pin-and-holes of person are spliced to form a pinhole shape；The surface of described obstruction body is made up of upper surface, lower surface and side,
Described side is surrounded by four side edge, and described side is used for being connected described upper and lower surface；Described lower surface and described
A upper surface at least closed assembly face as this multi-use precast slab structure；Described pin is inlaid in pin-and-hole.
Multi-use precast slab structure the most according to claim 1, it is characterised in that have on described closed assembly face and prolong from end
Extend the groove of afterbody, described closed assembly face also has the convex tendon bar extending to afterbody from end；Described groove and described convex tendon
The width of bar is consistent with length.
Multi-use precast slab structure the most according to claim 2, it is characterised in that the centre position of described obstruction body is also
Be provided with middle pin-and-hole, described middle pin-and-hole be shaped as the dumbbell shaped that middle little two is big, and this middle pin-and-hole is positioned at described
Between groove and described convex tendon bar, wherein, middle pin-and-hole is a complete pinhole shape.
Multi-use precast slab structure the most according to claim 3, it is characterised in that be positioned at end and the tail in described closed assembly face
Portion and be between described groove and described convex tendon bar and be respectively arranged with preformed hole.
Multi-use precast slab structure the most according to claim 4, it is characterised in that the shape of described pin and described centre
The shape of pin-and-hole is corresponding.
Multi-use precast slab structure the most according to claim 5, it is characterised in that the thickness of this multi-use precast slab structure
For 100-120mm, a length of 400-600mm, width is 300-500mm.
Multi-use precast slab structure the most according to claim 6, it is characterised in that be embedded with in length and breadth in described obstruction body
Staggered ferrum net.
Multi-use precast slab structure the most according to claim 5, it is characterised in that described angle pin-and-hole, middle pin-and-hole and limit
The degree of depth of pin-and-hole is the half of the thickness of this multi-use precast slab structure, the thickness of described pin and this multi-use precast slab structure
Thickness be consistent, described pin has guides and supports hole.
9. use a multi-use precast slab assembly for multi-use precast slab structure described in any one of claim 1-7, its feature
Being, including multiple multi-use precast slab structure, the plurality of multi-use precast slab close structure arranges or is stacked
Constitute multi-use precast slab assembly.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610687844.7A CN106120646A (en) | 2016-08-19 | 2016-08-19 | Multi-use precast slab structure and assembly thereof |
| PCT/CN2016/102243 WO2018032597A1 (en) | 2016-08-19 | 2016-10-17 | Multi-purpose prefabricated panel structure and assembly thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610687844.7A CN106120646A (en) | 2016-08-19 | 2016-08-19 | Multi-use precast slab structure and assembly thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106120646A true CN106120646A (en) | 2016-11-16 |
Family
ID=57280108
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610687844.7A Pending CN106120646A (en) | 2016-08-19 | 2016-08-19 | Multi-use precast slab structure and assembly thereof |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN106120646A (en) |
| WO (1) | WO2018032597A1 (en) |
Citations (7)
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|---|---|---|---|---|
| CN2713044Y (en) * | 2004-01-03 | 2005-07-27 | 朱其聪 | Key pin tile |
| CN201771095U (en) * | 2009-11-19 | 2011-03-23 | 长沙理工大学 | Combined type concrete building block |
| US20110203203A1 (en) * | 2005-01-20 | 2011-08-25 | Jim Riviere | Complete assembling of massive elements |
| MX2012001864A (en) * | 2012-02-13 | 2013-08-27 | Cybernav De Mexico S A De C V | System for constructing walls for buildings based on prefabricated assemblable blocks. |
| CN204023492U (en) * | 2014-06-12 | 2014-12-17 | 王晓进 | A kind of assembly type waterwall |
| CN204282626U (en) * | 2014-03-31 | 2015-04-22 | 朱胡傲君 | Four sides groove cast Shockproof brick |
| CN204940701U (en) * | 2015-09-30 | 2016-01-06 | 李金东 | A kind of assembly for assembly type beam, post processed by living beings resin composite materials |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2670439Y (en) * | 2003-10-31 | 2005-01-12 | 叶建军 | Greenbelt hollow blocks |
| KR20090084571A (en) * | 2008-02-01 | 2009-08-05 | 종 환 안 | Construction method of block structure for civil wall construction |
| CN205934844U (en) * | 2016-08-19 | 2017-02-08 | 严贤达 | Multipurpose prefabricated plate structure and subassembly thereof |
-
2016
- 2016-08-19 CN CN201610687844.7A patent/CN106120646A/en active Pending
- 2016-10-17 WO PCT/CN2016/102243 patent/WO2018032597A1/en active Application Filing
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2713044Y (en) * | 2004-01-03 | 2005-07-27 | 朱其聪 | Key pin tile |
| US20110203203A1 (en) * | 2005-01-20 | 2011-08-25 | Jim Riviere | Complete assembling of massive elements |
| CN201771095U (en) * | 2009-11-19 | 2011-03-23 | 长沙理工大学 | Combined type concrete building block |
| MX2012001864A (en) * | 2012-02-13 | 2013-08-27 | Cybernav De Mexico S A De C V | System for constructing walls for buildings based on prefabricated assemblable blocks. |
| CN204282626U (en) * | 2014-03-31 | 2015-04-22 | 朱胡傲君 | Four sides groove cast Shockproof brick |
| CN204023492U (en) * | 2014-06-12 | 2014-12-17 | 王晓进 | A kind of assembly type waterwall |
| CN204940701U (en) * | 2015-09-30 | 2016-01-06 | 李金东 | A kind of assembly for assembly type beam, post processed by living beings resin composite materials |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2018032597A1 (en) | 2018-02-22 |
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Application publication date: 20161116 |