CN106738231A - Concrete-pile template die lamps structure - Google Patents
Concrete-pile template die lamps structure Download PDFInfo
- Publication number
- CN106738231A CN106738231A CN201710159405.3A CN201710159405A CN106738231A CN 106738231 A CN106738231 A CN 106738231A CN 201710159405 A CN201710159405 A CN 201710159405A CN 106738231 A CN106738231 A CN 106738231A
- Authority
- CN
- China
- Prior art keywords
- upper lid
- plate
- concrete
- arc formwork
- side plate
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/16—Moulds for making shaped articles with cavities or holes open to the surface, e.g. with blind holes
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
- B28B7/0014—Fastening means for mould parts, e.g. for attaching mould walls on mould tables; Mould clamps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The bottom of concrete-pile template die lamps structure is provided with one layer of bottom plate, the structure that bottom plate is mutually inserted for two panels；The both sides of bottom plate are provided with side plate；Lower support angle steel on side plate by horizontally set is mutually fixedly connected with arc formwork；As the structure of bottom plate, bottom is provided with the connection-peg for being mutually matched grafting to arc formwork；The top order of arc formwork is placed with center cavity plate, vertical supporting and upper support angle steel；Lid and upper lid flange are provided with the top of the cavity plate of center；Layback ring is provided with the plate face of the side plate, top one end of side plate is provided with matrix channel mould, and the other end is provided with projecting slot；Matrix channel mould and projecting slot are provided with injected hole with the junction of upper lid；A kind of concrete-pile template die lamps structure compact conformation is simple, low cost of manufacture, and also relatively convenient is quick for the technological process for using, being capable of Reusability；The peg board produced with it, density is high, and quality is good, and service life is also long.
Description
Technical field
Signed an undertaking the present invention relates to a kind of supporting construction mould for manufacturing peg board shaping, especially a kind of concrete-pile template die
Structure.
Background technology
At present, in the season that southern rainwater, typhoon are multiple, the embankment flood control engineering such as Qi He, lake, sea is particularly significant, especially
It is the protection of dykes and dams, it is even more the life and property safety of the protection people；In order to stablize dykes and dams, cause dykes and dams water proof wind proof waterproof
Flood control is more consolidated, use at present it is mostly be that many concrete peg boards of townhouse are built on dykes and dams, and this peg board has necessarily
Shortcoming be exactly that crack performance often occurs, although and the stake of the station of arc and crowned section can freedom from cracking and Resisting fractre,
But the die manufacturing cost of this peg board is higher, and manufacturing process flow is also relative complex, and service life is shorter.
The content of the invention
In order to the solidifying native peg board die manufacturing cost for solving traditional is high, the problems such as the technological process that uses is complicated, the present invention
A kind of concrete-pile template die lamps structure is provided；A kind of concrete-pile template die lamps structure compact conformation is simple, and low cost of manufacture makes
Also relatively convenient is quick for technological process, being capable of Reusability；The peg board produced with it, density is high, and quality is good, uses the longevity
Life is also long.
Invention solves the technical scheme that is used of its technical problem：Concrete-pile template die lamps structure, including：Concave groove
Mould, injected hole, upper lid, upper support angle steel, upper lid flange, center cavity plate, projecting slot, layback ring, side plate, lower support angle steel is erected
To support, connection-peg, arc formwork, bottom plate, template flange；The bottom of concrete-pile template die lamps structure is provided with one layer of bottom
Plate, the structure that bottom plate is mutually inserted for two panels；The both sides of bottom plate are provided with side plate；By the lower branch of horizontally set on side plate
Support angle steel is mutually fixedly connected with arc formwork；As the structure of bottom plate, bottom is provided with and is mutually matched grafting arc formwork
Connection-peg；The top order of arc formwork is placed with center cavity plate, vertical supporting and upper support angle steel；The top of center cavity plate
Portion is provided with lid and upper lid flange；It is provided with layback ring in the plate face of the side plate, top one end of side plate is provided with recessed
Type groove mould, the other end is provided with projecting slot；Side plate, matrix channel mould and projecting slot it is front and rear along being above respectively arranged with flange, method
Orchid is for connecting front and rear template, so that it is determined that the length of template, matrix channel mould and projecting slot are set with the junction of upper lid
There is injected hole.
Lid flange is respectively arranged with above the matrix channel mould, upper lid and projecting slot；Upper lid method on matrix channel mould
Blue one end with upper lid support is hinged；Upper lid support is connected by connecting hole with the upper lid flange of upper lid and projecting slot；
Upper lid support is prevented from lid and sink after being connect with top cap.
The arc formwork, matrix channel mould and projecting slot are segmented template, its side of sector boss angle value to mold
Formula treatment, die sinking is pulled if any the larger machine of horsepower, and the length of its segmentation template can be lengthened, and can conversely be shortened, and its length can
Two meters to 20 meters of selection.
A kind of construction technology step of concrete-pile template die lamps structure is：
1) will be connected to the left and right two halves arc formwork of one and bottom plate structure aligns grafting an into entirety；
2) and then the inner face in arc formwork smear isolation oil；
3) be put into bar construction in arc formwork by；
4) is put into a layer concrete in advance in arc formwork, when the height of concrete exceedes bar construction height, will put
Enter the matrix channel mould and projecting slot of center cavity plate and both sides, and reserve the injected hole of both sides；
5) continues to vibrate grouting from the injected hole of both sides；After concrete leveling injected hole, stop grouting；
6) is after curing period, according to the sequencing laid, after put and first tear open, first putting the principle torn open afterwards carries out the demoulding.
Beneficial effects of the present invention：A kind of concrete-pile template die lamps structure compact conformation is simple, and low cost of manufacture is used
Also relatively convenient is quick for technological process, being capable of Reusability；The peg board produced with it, density is high, and quality is good, service life
It is long.
Brief description of the drawings
The present invention is further described with reference to the accompanying drawings and examples.
Fig. 1 is overall structure principle schematic of the invention.
In figure：1. matrix channel mould, 2. injected hole, 3. on cover, 4. go up support angle steel, 5. go up lid flange, 6. center cavity plate,
7. bar construction, 8. projecting slot, 9. layback ring, 10. side plate, 11. times support angle steels, 12. vertical supportings, 13. connection-pegs, 14.
Arc formwork, 15. bottom plates, 16. template flanges cover support, 17-1 connecting holes on 17.
Specific embodiment
In Fig. 1, concrete-pile template die lamps structure, including：Matrix channel mould 1, injected hole 2, upper lid 3, upper support angle steel 4,
Upper lid flange 5, center cavity plate 6, projecting slot 8, layback ring 9, side plate 10, lower support angle steel 11, vertical supporting 12, connection-peg 13,
Arc formwork 14, bottom plate 15, template flange 16；The bottom of concrete-pile template die lamps structure is provided with one layer of bottom plate 15, bottom
The structure that laminate 15 is mutually inserted for two panels；The both sides of bottom plate 15 are provided with side plate 10；By horizontally set on side plate 10
Lower support angle steel 11 is mutually fixedly connected with arc formwork 14；As the structure of bottom plate 15, bottom is provided with arc formwork 14
It is mutually matched the connection-peg 13 of grafting；The top order of arc formwork 14 is placed with center cavity plate 6, vertical supporting 12 and upper branch
Support angle steel 4；The top of center cavity plate 6 is provided with lid 3 and upper lid flange 5；Layback is provided with the plate face of the side plate 10
Ring 9, top one end of side plate 10 is provided with matrix channel mould 1, and the other end is provided with projecting slot 8；Side plate 10, matrix channel mould 1 and
Projecting slot 8 it is front and rear along flange 16 is above respectively arranged with, flange 16 is used to connect front and rear template, so that it is determined that the length of template
Degree, matrix channel mould 1 and projecting slot 8 are provided with injected hole 2 with the junction of upper lid 3.
The matrix channel mould 1, upper lid 3 are respectively arranged with lid flange 5 with the top of projecting slot 8；It is upper on matrix channel mould 1
Lid flange 5 is hinged with one end of upper lid support 17；Upper lid support 17 is by 17-1 connecting holes and upper lid 3 and projecting slot 8
Upper lid flange 5 is connected；Upper lid support 17 is prevented from upper lid 3 and sink after being connected with upper lid 3.
The arc formwork 14, matrix channel mould 1 and projecting slot 8 are segmented template, and its sector boss angle value is molding
Mode process, pull die sinking if any the larger machine of horsepower, length of its segmentation template can be lengthened, and can conversely be shortened, its length
Degree may be selected two meters to 20 meters.
A kind of construction technology step of concrete-pile template die lamps structure is：
1) will be connected to the left and right two halves arc formwork 14 of one and align grafting an into entirety with the structure of bottom plate 15；
2) and then the inner face in arc formwork 14 smear isolation oil；
3) be put into bar construction 7 in arc formwork 14 by；
4) is put into a layer concrete in advance in arc formwork 14, when the height of concrete exceedes bar construction height, will
The matrix channel mould 1 and projecting slot 8 of center cavity plate 6 and both sides are put into, and reserve the injected hole 2 of both sides；
5) continues to vibrate grouting from the injected hole 2 of both sides；After concrete leveling injected hole 2, stop grouting；
6) is after curing period, according to the sequencing laid, after put and first tear open, first putting the principle torn open afterwards carries out the demoulding.
Claims (3)
1. concrete-pile template die lamps structure, including：Matrix channel mould (1), injected hole (2), upper lid (3), upper support angle steel (4), on
Lid flange (5), center cavity plate (6), bar construction (7), projecting slot (8), layback ring (9), side plate (10), lower support angle steel
(11), vertical supporting (12), connection-peg (13), arc formwork (14), bottom plate (15), template flange (16)；It is characterized in that：It is mixed
The bottom of solidifying soil peg board mould structure is provided with one layer of bottom plate (15), the structure that bottom plate (15) is mutually inserted for two panels；Bottom
The both sides of laminate (15) are provided with side plate (10)；By the lower support angle steel (11) and arc formwork of horizontally set on side plate (10)
(14) mutually it is fixedly connected；As the structure of bottom plate (15), bottom is provided with and is mutually matched inserting for grafting arc formwork (14)
Joint (13)；The top order of arc formwork (14) is placed with center cavity plate (6), vertical supporting (12) and upper support angle steel
(4)；Lid (3) and upper lid flange (5) are provided with the top of center cavity plate (6)；It is provided with the plate face of the side plate (10)
Layback ring (9), top one end of side plate (10) is provided with matrix channel mould (1), and the other end is provided with projecting slot (8)；Side plate (10),
Matrix channel mould (1) and projecting slot (8) it is front and rear along being above respectively arranged with flange (16) matrix channel mould (1) and projecting slot (8)
The junction of upper lid (3) is provided with injected hole (2)；The arc formwork (14), matrix channel mould (1) and projecting slot (8) are
It is segmented template, its sector boss angle value is processed in the way of molding, die sinking is pulled if any the larger machine of horsepower, its segmentation mould
The length of plate can be lengthened, and can conversely be shortened, and its length may be selected 2 meters to 20 meters.
2. a kind of concrete-pile template die lamps structure according to claim 1, it is characterized in that：The matrix channel mould (1), upper lid
(3) and it is respectively arranged with lid flange (5) above projecting slot (8)；Upper lid flange (5) and upper lid branch on matrix channel mould (1)
The one end for supportting (17) is hinged；Upper lid support (17) is by (17-1) connecting hole and upper lid (3) and the upper lid method of projecting slot (8)
Blue (5) are connected；Upper lid support (17) is prevented from upper lid (3) and sink after being connected with upper lid (3).
3. a kind of concrete-pile template die lamps structure according to claim 1, its construction technology steps characteristic is：
1) will be connected to left and right two halves arc formwork (14) of one and bottom plate (15) structure aligns grafting an into entirety；
2) and then the inner face in arc formwork (14) smear isolation oil；
3) be put into bar construction (7) in arc formwork (14) by；
4) is put into a layer concrete in advance in arc formwork (14), when the height of concrete exceedes bar construction height, is put into
The matrix channel mould (1) of center cavity plate (6) and both sides and projecting slot (8), and reserve the injected hole (2) of both sides；
5) continues to vibrate grouting from the injected hole (2) of both sides；After concrete leveling injected hole (2), stop grouting；
6) is after curing period, according to the sequencing laid, after put and first tear open, first putting the principle torn open afterwards carries out the demoulding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710159405.3A CN106738231A (en) | 2017-03-17 | 2017-03-17 | Concrete-pile template die lamps structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710159405.3A CN106738231A (en) | 2017-03-17 | 2017-03-17 | Concrete-pile template die lamps structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106738231A true CN106738231A (en) | 2017-05-31 |
Family
ID=58966981
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710159405.3A Pending CN106738231A (en) | 2017-03-17 | 2017-03-17 | Concrete-pile template die lamps structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106738231A (en) |
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| CN203557514U (en) * | 2013-11-19 | 2014-04-23 | 张武 | Movable forming die for producing prestressed concrete wave-shaped sheet piles |
| CN103950103A (en) * | 2014-05-09 | 2014-07-30 | 张武 | Movable combined mold for producing prestressed concrete members and production method thereof |
| CN204054306U (en) * | 2014-06-30 | 2014-12-31 | 上海康尼建材科技有限公司 | Composite plate assembling die |
| CN104652417A (en) * | 2015-01-23 | 2015-05-27 | 镇江建华管理咨询有限公司 | High-performance concrete corrugated sheet pile, forming die and production method for high-performance concrete corrugated sheet pile |
| CN204700970U (en) * | 2015-05-25 | 2015-10-14 | 福建省盛威建设发展有限公司 | Abnormity concrete member function building template |
| CN204894175U (en) * | 2015-09-01 | 2015-12-23 | 许顺良 | Precast concrete reinforcing bar side stake mould |
| CN105881729A (en) * | 2016-05-30 | 2016-08-24 | 李文明 | Mold for manufacturing centrifugation concrete hollow support piles |
| CN206780613U (en) * | 2017-03-17 | 2017-12-22 | 江苏山海新型建材股份有限公司 | Concrete-pile template die lamps structure |
-
2017
- 2017-03-17 CN CN201710159405.3A patent/CN106738231A/en active Pending
Patent Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10183582A (en) * | 1996-12-26 | 1998-07-14 | Marutaka Concrete Kogyo Kk | Dam frame gradient block and its forming method and form |
| JP2000185308A (en) * | 1998-12-21 | 2000-07-04 | Takamura Sogyo Kk | Accumulation preventing method of fallen mortar in manufacture of concrete product with quick demolding production mold |
| CN2383649Y (en) * | 1999-03-06 | 2000-06-21 | 张礼先 | Mould for cement and concrete construction |
| CN1661183A (en) * | 2004-02-27 | 2005-08-31 | 邱则有 | Forming die for component of die body |
| CN101337382A (en) * | 2004-05-25 | 2009-01-07 | 邱则有 | Die-shell component forming die |
| CN101003148A (en) * | 2006-01-18 | 2007-07-25 | 史世英 | Die for energy saving building blocks |
| CN101134339A (en) * | 2006-08-29 | 2008-03-05 | 上海重型机械工程成套公司 | Arch bottom mold |
| CN200948642Y (en) * | 2006-09-07 | 2007-09-19 | 上海康尼文具用品有限公司 | Composite panel combined mould |
| JP2009083407A (en) * | 2007-10-02 | 2009-04-23 | Ishikawajima Constr Materials Co Ltd | Production process of composite segment |
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| CN203438361U (en) * | 2013-08-13 | 2014-02-19 | 许金锔 | Double-faced fast connecting concrete form |
| CN203557514U (en) * | 2013-11-19 | 2014-04-23 | 张武 | Movable forming die for producing prestressed concrete wave-shaped sheet piles |
| CN103950103A (en) * | 2014-05-09 | 2014-07-30 | 张武 | Movable combined mold for producing prestressed concrete members and production method thereof |
| CN204054306U (en) * | 2014-06-30 | 2014-12-31 | 上海康尼建材科技有限公司 | Composite plate assembling die |
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Application publication date: 20170531 |
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