CN204450816U - A kind of mould of short silt dike transmission block - Google Patents
A kind of mould of short silt dike transmission block Download PDFInfo
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- CN204450816U CN204450816U CN201520027840.7U CN201520027840U CN204450816U CN 204450816 U CN204450816 U CN 204450816U CN 201520027840 U CN201520027840 U CN 201520027840U CN 204450816 U CN204450816 U CN 204450816U
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Abstract
The utility model belongs to and encloses short deposit technique field, sea, particularly relates to a kind of mould of short silt dike transmission block.Comprise that be positioned at center, that there is rectangular cross section vertical core (6) and be positioned at first side plate (2) of vertical core (6) surrounding, the second side plate (5), the 3rd side plate (8) and the 4th side plate (9), four side plates surround the framework with rectangular cross section, and adjacent two side plates are fixedly connected with in the edge of docking; The drawer hole (3) of rectangle is all offered at the center of the first side plate (2), the second side plate (5), the 3rd side plate (8) and the 4th side plate (9) four; Also comprise four drawer type cores (4) with square-section by the laterally inserted framework inner chamber in drawer hole (3) of each side plate, after inserting completely, the inner face of each drawer type core (4) holds out against respectively at the middle part of vertical core (6) each outer wall.Forming die structure of the present utility model is simple, simple operation, formed precision is high, shaping speed is fast.
Description
Technical field
The utility model belongs to and encloses short deposit technique field, sea, particularly relates to a kind of mould of short silt dike transmission block.
Background technology
Reclaiming fields from the sea is the effective way solving coastal area land resource shortage contradiction, and along with day by day reducing of high beach resource and becoming increasingly abundant of engineering experience, engineering of reclaiming fields from the sea is developed to neritic province domain by shoal area gradually.At neritic province domain construct with making last as first carry out short silt engineering, the alluvial effect of silt can be accelerated by short silt engineering, short silt dike engineering can reduce construction investment and reduce engineering risk, and therefore short silt dike engineering has become one of key of engineering of reclaiming fields from the sea.
Existing short silt engineering in general forms short silt dike along short silt construction line block stone of jettisoninging, and what short silt dike reduced wave washes away function, makes the silt Accelerated subsidence carried secretly.There is comparatively significantly defect in above-mentioned short silt engineering: need a large amount of block stone in engineering construction, the amount of jettisoninging is huge, just there will be the construction cost brought because construction material is difficult to obtain like this raise problem in the area that block stone is in short supply; After block stone is jettisoninged, its short self porosity of silt dike formed is lower, deadweight is comparatively large, like this in the short silt construction of soft soil foundation, urgees silt dike there is potential compressing destruction to ground due to block stone, therefore need pretreatment soft soil foundation being carried out to high requirement before construction, cause construction investment to increase; The monomer volume of block stone and weight are all less, out-of-shape, jettisoning form short silt dike after the less stable of levee body, its face of bearing alluvion need to arrange mask stormy waves safeguard structure, the levee body avoiding long-term stormy waves to wash away bringing destroys, and this increases complexity and the engineering cost of construction undoubtedly.Therefore, a kind of new construction of R & D design, seem particularly crucial in order to the monomer of jettisoninging of alternative conventional block stone.
By summing up practical construction experience, my company has researched and developed transmission block as shown in Figure 3 for substituting existing block stone of jettisoninging.Structure comprises concrete formed by integrally casting shaping, the block of cuboid shape and be opened in each end face center of block, internally central concave extend engrave hole, the inner of respectively engraving hole connects through in center.Above-mentioned transmission block can solve well block stone lack problem, soft soil foundation is produced the problem, the soft soil foundation that destroy carry out loaded down with trivial details and cost increase problem and formation the short silt embankment structure intensity of technique that complicated pretreatment brings low bring install mask stormy waves safeguard structure problem additional, the developing direction of short silt dike construction can be represented.
, also there is not mould and the moulding process of said structure in the transmission block structure offbeat form shown in accompanying drawing 3, this is that the production of transmission block brings inconvenience in prior art.
Utility model content
The utility model for solve in known technology the technical problem that exists and provide that a kind of structure is simple, simple operation, formed precision is high, shaping speed is fast short silt dike transmission block mould.
The technical scheme that the utility model is taked for the technical problem existed in solution known technology is: a kind of mould of short silt dike transmission block comprises vertical core that be positioned at center, that have rectangular cross section and is positioned at the first side plate of vertical core surrounding, the second side plate, the 3rd side plate and the 4th side plate, four side plates surround the framework with rectangular cross section, and adjacent two side plates are fixedly connected with in the edge of docking; The drawer hole of rectangle is all offered at the center of the first side plate, the second side plate, the 3rd side plate and the 4th side plate; Also comprise four drawer type cores with square-section by the laterally inserted framework inner chamber in the drawer hole of each side plate, after inserting completely, the inner face of each drawer type core holds out against respectively at the middle part of each outer wall of vertical core.
Advantage of the present utility model and good effect are: the utility model provides a kind of mould of short silt dike transmission block of structural design advantages of simple, by arranging the vertical core of the first side plate of formation rectangular frame, the second side plate, the 3rd side plate and the 4th side plate that are positioned at outside and the square-section being positioned at center, achieve the fast construction of mold integral; The vertical core of up/down perforation for building shaping transmission block, be positioned at two of vertical direction and engrave hole, four drawer type cores coordinate for building shaping transmission block with the outer wall of vertical core, be positioned at four of horizontal direction engraves hole, and the dismounting of mold portions is very convenient laborsaving; The dies cavity completing assembling forms the zigzag path of a concrete circulation, be equipped with Vibration Technology directly to penetration concrete in this inner chamber, the main body of transmission block can be formed fast and respectively engrave pore structure, not only shaping speed is fast but also formed precision is higher, can obtain regular transmission block profile; In addition, this mould achieves the technique effect of substep form removal, namely in the dry run of transmission block, removes vertical core, each drawer type core and each side plate successively according to the speed of different parts drying, effectively ensure that the structural strength of transmission block each several part.
Preferably: the first side plate, the second side plate, the 3rd side plate and the 4th side plate are square, drawer hole is square, and the cross section of drawer type core is square, and the cross section of vertical core is square.
Preferably: be all connected with reinforcement gusset in the outside of the respective edge of the first side plate, the second side plate, the 3rd side plate and the 4th side plate and plate body, the vertical reinforcement gusset of a lateral edges offers multiple connecting hole from top to bottom, vertical side plate is connected with in the outside of the vertical reinforcement gusset at opposite side edge, vertical side plate offers multiple connecting hole from top to bottom, between the abutting edge of adjacent two side plates, adopts the multiple points of bolts being positioned at connecting hole to be fixed connection.
Preferably: vertically core is the hollow tubular of upper and lower open at both ends, drawer type core is the tubular of uncovered, the inner sealing in outer end.
Preferably: all offer drawer square hole at the center of each drawer type core inner end plate, at the middle part of each sidewall of vertical core, drawer square hole laterally all offers core square hole in just right position; Also comprise three square holes and insert rod, during die assembly, wherein a square hole is inserted rod and is horizontally through the drawer square hole of two drawer type cores on one group of para postion and the core square hole of vertical core sidewall correspondence position, and other two square holes are inserted rod and are horizontally through the drawer square hole of both sides drawer type core and the core square hole of vertical core sidewall correspondence position respectively.
Preferably: be connected with spacing wing plate in the outer rim of each drawer type core, in the inner side of spacing wing plate, welding is connected with hook.
Preferably: be equipped with hanger at the first side plate, the second side plate, the 3rd side plate and the center at the 4th side plate top and the top of vertical core.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model using state;
Fig. 2 be in Fig. 1 A-A to cross section structure schematic diagram;
Fig. 3 be the utility model shaping after the structural representation of short silt dike transmission block.
In figure: 1, vertical side plate; 2, the first side form; 3, drawer hole; 4, drawer type core; 5, the second side form; 6, vertical core; 7, transmission block; 8, the 3rd side form; 9, the 4th side form; 10, connecting hole; 11, square hole inserts rod; 12, hanger; 13, link up with; 14, core square hole; 15, drawer square hole.
Detailed description of the invention
For summary of the invention of the present utility model, Characteristic can be understood further, hereby exemplify following examples and be described in detail as follows:
Refer to Fig. 1 and Fig. 2, the utility model comprises vertical core 6 that be positioned at center, that have rectangular cross section and is positioned at the first side plate 2, second side plate 5 of vertical core 6 surrounding, the 3rd side plate 8 and the 4th side plate 9, four side plates surround the framework with rectangular cross section, and adjacent two side plates are fixedly connected with in the edge of docking.
The drawer hole 3 of rectangle is all offered at the center of the first side plate 2, second side plate 5, the 3rd side plate 8 and the 4th side plate 9 four.Also comprise four drawer type cores 4 with square-section by the laterally inserted framework inner chamber in the drawer hole 3 of each side plate, after inserting completely, the inner face of each drawer type core 4 holds out against respectively at the middle part of each outer wall of vertical core 6.
Above-mentioned each side plate, each drawer type core 4 and vertically core 6 together form transmission block 7 build model, be equipped with Vibration Technology from top to penetration concrete inner chamber, the main body of transmission block 7 can be formed fast and respectively engrave pore structure.
The devices such as buckle can be adopted to be fixed connection between adjacent two side plates, enough structural strengths should be had for the device connected, to ensure not getting loose in framework inner chamber and be out of shape the accidents such as leakage during penetration concrete filler.In the present embodiment, at the first side plate 2 second side plate 5, the outside of the 3rd side plate 8 and the respective edge of the 4th side plate 9 four and plate body is all connected with reinforcement gusset, as shown in FIG., strengthen gusset and be designed to " well " font, the vertical reinforcement gusset of a lateral edges offers multiple connecting hole 10 from top to bottom, vertical side plate 1 is connected with in the outside of the vertical reinforcement gusset at opposite side edge, vertical side plate 1 offers multiple connecting hole 10 from top to bottom, the multiple points of bolts being positioned at connecting hole 10 are adopted to be fixed connection between the abutting edge of adjacent two side plates.Above-mentioned reinforcement plate the earth improves the structural strength of each side plate.
According to practical construction experience, transmission block 7 can simplify construction technology, reduce construction cost when being set to square shape, therefore the first side plate 2, second side plate 5, the 3rd side plate 8 and the 4th side plate 9 are set in the present embodiment are square, each drawer hole 3 is set for square, the cross section of each drawer type core 4 is set for square, the cross section of vertical core 6 is set for square.The concrete structure of the transmission block 7 of such formation is: the body of a square shape, each end face of this body offer depression to body central, square sectional engrave hole.The long size of rib of the body of square shape and the cross section size dimension engraving hole can need set according to practice of construction, and the realization of above-mentioned size realizes by adjusting the size of each side plate, the cross sectional shape of each drawer hole 3 and drawer type core 4 and the cross sectional shape of vertical core 6.It is envisioned that above-mentioned size distortion does not depart from design of the present utility model, all should fall within protection domain.
In the present embodiment, vertical core 6 is the hollow tubular of upper and lower open at both ends, and drawer type core 4 is the tubular of uncovered, the inner sealing in outer end, and both are obtained by sheet metal welding.By above-mentioned design, reduce the overall weight of mould, be more convenient for movement in disassembly process and lifting.
After in the laterally inserted each drawer hole 3 of each drawer type core 4, by both size and matching relationship, each drawer type core 4 is maintained level.Consider the impact of gravity factor, each drawer type core 4 the inner can be slight sag, between inner end plate and the outer wall of vertical core 6, form gap, after concrete pours into, adhesion clout can be formed, therefore can be the device that each drawer type core 4 configures maintenance level in the present embodiment.Particularly:
All offer drawer square hole 15 at the center of each drawer type core 4 inner end plate, at the middle part of each sidewall of vertical core 6, drawer square hole 15 laterally all offers core square hole 14 in just right position.Also comprise three square holes and insert rod 11, during die assembly, wherein a square hole is inserted rod 11 and is horizontally through the drawer square hole 15 of two drawer type cores 4 on one group of para postion and the core square hole 14 of vertical core 6 sidewall correspondence position, these two drawer type cores 4 are maintained level, other two square holes are inserted rod 11 and are horizontally through the drawer square hole 15 of both sides drawer type core 4 and the core square hole 14 of vertical core 6 sidewall correspondence position respectively, and these two drawer type cores 4 are maintained level.
In the present embodiment, the transverse direction for the ease of each drawer type core 4 is extracted, and is connected with spacing wing plate in the outer rim of each drawer type core 4, and in the inner side of spacing wing plate, welding is connected with hook 13.After drawer type core 4 inserts drawer hole 3 completely, the inner surface of spacing wing plate is adjacent on the outer wall of each side plate.It is envisioned that micro-drafting angle can also be arranged, so that withdrawing pattern for each drawer type core 4.
In the present embodiment, the lifting for the ease of each side plate and vertical core 6 is moved, and is equipped with hanger 12 at the first side plate 2, second side plate 5, the 3rd side plate 8 and the center at the 4th side plate 9 four top and the top of vertical core 6.
The production technology of transmission block 7 comprises the step of step that end tire builds, step that mould is installed, step that compound is built, step that mould is removed and maintenance.Complete mould install and passed examination after, carry out concreting, require concreting be divided into lower in upper three layers, Vibration Technology strictly controls, and guarantees crudy.After mould is removed, adopt non-woven geotextile to water covering curing, curing period, is no less than 14 days.Transmission block 7 component strength can lift by crane after reaching 70% (21Mpa) of design load, can transport, stacks, installs after transmission module component intensity reaches 100% of design load, and laydown area need carry out hardened ground process, stacks the number of plies and is no more than 3 layers.
During dumping construction, from the end face of short silt dike, bottom transmission block 7 does putting of barycenter positioned ways, more than two layers attitude random-stow, adopts gravity-type structure to block current and realizes the function that nature urgees silt, with the unrestrained function ensure that levee body is stablized of disappearing that high voidage and deadweight keep transmission block good, short silt dike porosity reaches 56%, effectively reduces deadweight, meets the requirement of load-carrying capacity of soft soil foundation and resistance to overturning, compared with conventional block stone dumping construction mode, greatly reduce the amount of jettisoninging.
Claims (7)
1. the mould of a short silt dike transmission block, it is characterized in that: comprise that be positioned at center, that there is rectangular cross section vertical core (6) and be positioned at first side plate (2) of vertical core (6) surrounding, the second side plate (5), the 3rd side plate (8) and the 4th side plate (9), four side plates surround the framework with rectangular cross section, and adjacent two side plates are fixedly connected with in the edge of docking; The drawer hole (3) of rectangle is all offered at the center of the first side plate (2), the second side plate (5), the 3rd side plate (8) and the 4th side plate (9) four; Also comprise four drawer type cores (4) with square-section by the laterally inserted framework inner chamber in drawer hole (3) of each side plate, after inserting completely, the inner face of each drawer type core (4) holds out against respectively at the middle part of vertical core (6) each outer wall.
2. the mould of short silt dike transmission block as claimed in claim 1, it is characterized in that: the first side plate (2), the second side plate (5), the 3rd side plate (8) and the 4th side plate (9) are square, drawer hole (3) is square, the cross section of drawer type core (4) is square, and the cross section of vertical core (6) is square.
3. the mould of short silt dike transmission block as claimed in claim 1, it is characterized in that: in the first side plate (2), second side plate (5), the outside of the 3rd side plate (8) and the respective edge of the 4th side plate (9) four and plate body is all connected with reinforcement gusset, the vertical reinforcement gusset of a lateral edges offers multiple connecting hole (10) from top to bottom, vertical side plate (1) is connected with in the outside of the vertical reinforcement gusset at opposite side edge, vertical side plate (1) from top to bottom offers multiple connecting hole (10), the multiple points of bolts being positioned at connecting hole (10) are adopted to be fixed connection between the abutting edge of adjacent two side plates.
4. the mould of short silt dike transmission block as claimed in claim 1, is characterized in that: the hollow tubular that vertical core (6) is upper and lower open at both ends, and drawer type core (4) is that outer end is uncovered, the tubular of inner sealing.
5. the mould of short silt dike transmission block as claimed in claim 4, it is characterized in that: all offer drawer square hole (15) at the center of each drawer type core (4) inner end plate, at the middle part of vertical core (6) each sidewall, drawer square hole (15) laterally all offers core square hole (14) in just right position; Also comprise three square holes and insert rod (11), during die assembly, wherein a square hole is inserted rod (11) and is horizontally through the drawer square hole (15) of two drawer type cores (4) on one group of para postion and the core square hole (14) of vertical core (6) sidewall correspondence position, and other two square holes are inserted rod (11) and are horizontally through the drawer square hole (15) of both sides drawer type core (4) and the core square hole (14) of vertical core (6) sidewall correspondence position respectively.
6. the mould of short silt dike transmission block as claimed in claim 4, it is characterized in that: be connected with spacing wing plate in the outer rim of each drawer type core (4), in the inner side of spacing wing plate, welding is connected with hook (13).
7. the mould of the short silt dike transmission block as described in any one of claim 1 to 6, is characterized in that: be equipped with hanger (12) at the first side plate (2), the second side plate (5), the 3rd side plate (8) and the center at the 4th side plate (9) four top and the top of vertical core (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520027840.7U CN204450816U (en) | 2015-01-15 | 2015-01-15 | A kind of mould of short silt dike transmission block |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520027840.7U CN204450816U (en) | 2015-01-15 | 2015-01-15 | A kind of mould of short silt dike transmission block |
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| Publication Number | Publication Date |
|---|---|
| CN204450816U true CN204450816U (en) | 2015-07-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520027840.7U Expired - Fee Related CN204450816U (en) | 2015-01-15 | 2015-01-15 | A kind of mould of short silt dike transmission block |
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| CN (1) | CN204450816U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104647571A (en) * | 2015-01-15 | 2015-05-27 | 中交天航滨海环保浚航工程有限公司 | Molding die and molding method for deposition promotion dyke hollow block |
| CN105965672A (en) * | 2016-06-20 | 2016-09-28 | 西安建筑科技大学 | Integrated formwork for assembly type shear wall form structure |
| CN109455614A (en) * | 2018-12-27 | 2019-03-12 | 上海绿地建设(集团)有限公司 | A kind of hollow floor core model lifting basket structure |
-
2015
- 2015-01-15 CN CN201520027840.7U patent/CN204450816U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104647571A (en) * | 2015-01-15 | 2015-05-27 | 中交天航滨海环保浚航工程有限公司 | Molding die and molding method for deposition promotion dyke hollow block |
| CN105965672A (en) * | 2016-06-20 | 2016-09-28 | 西安建筑科技大学 | Integrated formwork for assembly type shear wall form structure |
| CN105965672B (en) * | 2016-06-20 | 2018-04-17 | 西安建筑科技大学 | A kind of fabricated shear wall model structure unitary mould |
| CN109455614A (en) * | 2018-12-27 | 2019-03-12 | 上海绿地建设(集团)有限公司 | A kind of hollow floor core model lifting basket structure |
| CN109455614B (en) * | 2018-12-27 | 2023-10-31 | 上海绿地建设(集团)有限公司 | Hanging basket structure for hollow floor core mould |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150708 Termination date: 20220115 |