CN106564121A - Hydraulic de-molding mechanism of precast concrete component mold - Google Patents
Hydraulic de-molding mechanism of precast concrete component mold Download PDFInfo
- Publication number
- CN106564121A CN106564121A CN201610960946.1A CN201610960946A CN106564121A CN 106564121 A CN106564121 A CN 106564121A CN 201610960946 A CN201610960946 A CN 201610960946A CN 106564121 A CN106564121 A CN 106564121A
- Authority
- CN
- China
- Prior art keywords
- mould
- plate
- point
- hydraulic
- shaped 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.)
- Granted
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
- B28B13/00—Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
- B28B13/04—Discharging the shaped articles
- B28B13/06—Removing the shaped articles from moulds
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Mechanical Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The present invention discloses a hydraulic de-molding mechanism of a precast concrete component mold and belongs to the building construction technical field. The hydraulic de-molding mechanism of the precast concrete component mold comprises a U-shaped plate; an end portion of the U-shaped plate is provided with a blocking plate; the inner side of the blocking plate is provided with a moving mould; the moving mould includes a branch mould I and a branch mould II which are arranged side by side; adjacent surfaces of the branch mould I and the branch mould II are inclined surfaces matched with each other; the upper side surfaces of the branch mould I and the branch mould II are detachably connected with a connecting plate; the connecting plate is detachably connected with the opening side of the U-shaped plate; an end portion of the U-shaped plate is connected with a supporting frame; the supporting frame is provided with a hydraulic cylinder arranged along the length direction of the U-shaped plate; and the outer ends of the blocking plate, the branch mould I and the branch mould II are provided with connecting portions in matched connection with the hydraulic cylinder. The hydraulic de-molding mechanism of the precast concrete component mold is convenient and easy to install. According to the hydraulic de-molding mechanism of the precast concrete component mold, the moving mold is taken out for twice, so that a friction force can be greatly reduced; and hydraulic driving is adopted, so that de-molding efficiency can be improved, and construction process can be speeded up.
Description
Technical field
The present invention relates to technical field of building construction, specifically a kind of precast concrete mould hydraulic ejection mechanism.
Background technology
Precast reinforced concrete structure, is the basic structure or component in building construction and various engineering structures, is commonly used for
Fine strain of millet, post, floor, wallboard of fabricated construction etc., range of application is extremely wide.When precast concrete needs after in-mold molding
Two ends dynamic model is taken out, because dynamic model is embedded in concrete slab, so it takes out more difficult, construction speed is affected.
The content of the invention
To solve above-mentioned technical problem, the present invention provides a kind of precast concrete mould hydraulic ejection mechanism.
The present invention is achieved through the following technical solutions：A kind of precast concrete mould hydraulic ejection mechanism, including it is U-shaped
Plate；Closure plate is connected with the U-shaped plate end, dynamic model is provided with the inside of closure plate；The dynamic model includes point He of mould I being arranged side by side
Divide mould II, the adjacent surface of point mould I and point mould II is the inclined-plane for cooperating；Described point of mould I and point upper side of mould II detachably connect
It is connected to connecting plate；The connecting plate is detachably connected on U-shaped plate open side；The U-shaped plate end is connected with bracing frame, described
Hydraulic cylinder along U-shaped plate length direction arrangement is installed on support；The closure plate, point mould I and point outer end of mould II are provided with and hydraulic pressure
The connecting portion that cylinder is connected.
It is further：The U-shaped plate open side is connected with the securing plate being evenly arranged.
The closure plate cooperation is embedded in the open-ended place of U-shaped plate.
Described point of mould I and point mould II are provided with the adjacent surface of the through hole of up/down perforation, point mould I and point mould II and are connected by bolt
Connect.
The angle on the inclined-plane of described point of mould I and point mould II is 15 to 30 °.
Chute is provided with support frame as described above；The hydraulic cylinder is slidably connected in chute.
The invention has benefit that：Mould installion is convenient and swift, and dynamic model takes out at twice, substantially reduces friction
Power, using hydraulic-driven, improves demoulding efficiency, accelerates construction progress.
Description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is left view in Fig. 1；
Fig. 3 is another kind of structure chart of dynamic model in the embodiment of the present invention.
In figure：1st, U-shaped plate；2nd, dynamic model；2-1, point mould I；2-2, point mould II；3rd, connecting plate；4th, bracing frame；4-1, chute；
5th, hydraulic cylinder；6th, closure plate；7th, securing plate.
Specific embodiment
A specific embodiment of the present invention is the following is, the present invention will be further described in conjunction with accompanying drawing.
As depicted in figs. 1 and 2, a kind of precast concrete mould hydraulic ejection mechanism, its two-end structure is symmetrical；It is U-shaped
The opening up arrangement of plate 1, in the both sides of U-shaped plate 1 reinforcement is uniformly provided with, and reinforcement can play firm effect to U-shaped plate 1,
Can ensure that the depth of parallelism of the biside plate of U-shaped plate 1.The open side of U-shaped plate 1 is connected with the securing plate 7 being evenly arranged, and the two of securing plate 7
End can be connected by way of bolt or pin-and-hole with U-shaped plate 1, and it is also used for ensureing the depth of parallelism of the biside plate of U-shaped plate 1.
Closure plate 6 is provided with the end of U-shaped plate 1 so that U-shaped plate 1 forms the semitight body of upper end open, in the inner side of closure plate 6 also
It is provided with dynamic model 2.Dynamic model 2 is square, and it includes point 2-1 of mould I the being arranged side by side and point 2-2 of mould II, point 2-1 of mould I and point 2-2 of mould II
Adjacent surface be the inclined-plane for cooperating；Divide the 2-1 of mould I and point 2-2 of mould II to be right-angled trapezium, divide the 2-1 of mould I and divide the 2-2 of mould II
Inclined-plane angle Selection between 15 ° to 30 °, preferably 20 °；The 2-1 of mould I and point 2-2 of mould II is divided to be hollow-core construction, thereon
The through hole of up/down perforation is provided with, the adjacent surface of point 2-1 of mould I and point 2-2 of mould II is bolted latch connection and is fixed.
Screwed hole is provided with point 2-1 of mould I and point 2-2 upper sides of mould II, connecting plate 3, the two ends of connecting plate 3 are connected with by this screwed hole
It is bolted in the open side of U-shaped plate 1.
Bracing frame 4 is overall U-shaped, and its biside plate is by bolt on the outside of U-shaped plate end；It is provided with the base plate of bracing frame 4
Chute 4-1, the cylinder barrel of hydraulic cylinder 5 is slidably connected in chute 4-1, and hydraulic cylinder 5 is arranged along the length direction of U-shaped plate 1.Described is stifled
Plate 6 is one piece of rectangular slab, and closure plate 6 coordinates and is embedded in the open-ended place of U-shaped plate 1, and being provided with one in the center of closure plate 6 can be with
The connecting portion of the piston rod end of hydraulic cylinder 5 connection, connecting portion can be a latch, be attached by the hole of tailpiece of the piston rod.
The described point 2-1 of mould I and the outer end of point 2-2 of mould II also is provided with the connecting portion being connected with the piston rod end of hydraulic cylinder 5, and stifled
The position relative with point 2-1 of mould I and point 2-2 connecting portions of mould II is provided with through hole on plate 6.
Using method：
Point 2-1 of the mould I and point 2-2 of mould II is merged, the two ends of U-shaped plate 1 inner side is placed on, by connecting plate 3 fix point 2-1 of mould I and
Divide the position of the 2-2 of mould II；
Closure plate 6 is pushed into the two ends of U-shaped plate 1, the medial surface of closure plate 6 is affixed with point 2-1 of mould I and point 2-2 of mould II；
Mobile hydraulic cylinder 5 is relative with the connecting portion of closure plate 6, connection liquid cylinder pressure 5 and closure plate 6, gives closure plate 6 certain inward force；
Securing plate 7 is uniformly connected to into the open side of U-shaped plate 1；Injection concrete；
After concrete setting, closure plate 6 is pulled out by hydraulic cylinder 5, then point 2-1 of mould I and point mould are being pulled out successively by hydraulic cylinder 5
Ⅱ2-2；Complete the demoulding.
As shown in figure 3, the dynamic model 2 in above-described embodiment could alternatively be and is made up of three pieces of points of moulds, above-mentioned hydraulic cylinder 5 can
To replace with the actuating units such as jack.
Claims (6)
1. a kind of precast concrete mould hydraulic ejection mechanism, it is characterised in that：Including U-shaped plate（1）；In the U-shaped plate
（1）End is connected with closure plate（6）, in closure plate（6）Inner side is provided with dynamic model（2）；The dynamic model（2）Including point mould I being arranged side by side
（2-1）With a point mould II（2-2）, point mould I（2-1）With a point mould II（2-2）Adjacent surface be the inclined-plane for cooperating；Described point of mould I
（2-1）With a point mould II（2-2）Upper side is removably connected with connecting plate（3）；The connecting plate（3）It is detachably connected on U-shaped plate
（1）Open side；The U-shaped plate（1）End is connected with bracing frame（4）, support frame as described above（4）On be provided with along U-shaped plate（1）Length
The hydraulic cylinder of direction arrangement（5）；The closure plate（6）, point mould I（2-1）With a point mould II（2-2）Outer end is provided with and hydraulic cylinder（5）Match somebody with somebody
Close the connecting portion of connection.
2. precast concrete mould hydraulic ejection mechanism according to claim 1, it is characterised in that：The U-shaped plate
（1）Open side is connected with the securing plate being evenly arranged（7）.
3. precast concrete mould hydraulic ejection mechanism according to claim 1, it is characterised in that：The closure plate
（6）Cooperation is embedded in U-shaped plate（1）Open-ended place.
4. precast concrete mould hydraulic ejection mechanism according to claim 1, it is characterised in that：Described point of mould I
（2-1）With a point mould II（2-2）The through hole of up/down perforation is provided with, point mould I（2-1）With a point mould II（2-2）Adjacent surface pass through bolt
Connection.
5. the precast concrete mould hydraulic ejection mechanism according to claim 1 or 4, it is characterised in that：Described point
Mould I（2-1）With a point mould II（2-2）The angle on inclined-plane be 15 to 30 °.
6. precast concrete mould hydraulic ejection mechanism according to claim 1, it is characterised in that：Support frame as described above
（4）On be provided with chute（4-1）；The hydraulic cylinder（5）It is slidably connected at chute（4-1）It is interior.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610960946.1A CN106564121B (en) | 2016-11-04 | 2016-11-04 | Precast concrete mold hydraulic ejection mechanism |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610960946.1A CN106564121B (en) | 2016-11-04 | 2016-11-04 | Precast concrete mold hydraulic ejection mechanism |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106564121A true CN106564121A (en) | 2017-04-19 |
| CN106564121B CN106564121B (en) | 2018-09-18 |
Family
ID=58535684
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610960946.1A Active CN106564121B (en) | 2016-11-04 | 2016-11-04 | Precast concrete mold hydraulic ejection mechanism |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106564121B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109514708A (en) * | 2018-12-29 | 2019-03-26 | 安徽国顺交通建设试验检测有限公司 | A kind of bridge concrete plate face ejector and its play mold technique |
| CN110687012A (en) * | 2019-10-30 | 2020-01-14 | 重庆科技学院 | Material fluidity test equipment |
| CN111958782A (en) * | 2020-07-03 | 2020-11-20 | 山东泰迅装配式建筑科技有限公司 | PPVC internal mold structure and use method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070248710A1 (en) * | 2006-03-31 | 2007-10-25 | Thomas M. Isaacson | System and method for making a compressed earth block |
| EP2607035A2 (en) * | 2011-12-22 | 2013-06-26 | Elematic Oy Ab | Method and equipment for treating concrete products |
| CN204367156U (en) * | 2014-11-26 | 2015-06-03 | 北京星航机电装备有限公司 | The edge-on stripper apparatus of a kind of concrete prefabricated sheet material production line |
| CN204525716U (en) * | 2015-03-16 | 2015-08-05 | 江苏建筑职业技术学院 | Concrete prefabricated element mould |
| CN204626958U (en) * | 2015-05-14 | 2015-09-09 | 薛正猛 | Integration wall structure concrete mould equipment |
-
2016
- 2016-11-04 CN CN201610960946.1A patent/CN106564121B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070248710A1 (en) * | 2006-03-31 | 2007-10-25 | Thomas M. Isaacson | System and method for making a compressed earth block |
| EP2607035A2 (en) * | 2011-12-22 | 2013-06-26 | Elematic Oy Ab | Method and equipment for treating concrete products |
| CN204367156U (en) * | 2014-11-26 | 2015-06-03 | 北京星航机电装备有限公司 | The edge-on stripper apparatus of a kind of concrete prefabricated sheet material production line |
| CN204525716U (en) * | 2015-03-16 | 2015-08-05 | 江苏建筑职业技术学院 | Concrete prefabricated element mould |
| CN204626958U (en) * | 2015-05-14 | 2015-09-09 | 薛正猛 | Integration wall structure concrete mould equipment |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109514708A (en) * | 2018-12-29 | 2019-03-26 | 安徽国顺交通建设试验检测有限公司 | A kind of bridge concrete plate face ejector and its play mold technique |
| CN109514708B (en) * | 2018-12-29 | 2020-08-14 | 安徽国顺交通建设试验检测有限公司 | Bridge concrete plate face stripping device and stripping process thereof |
| CN110687012A (en) * | 2019-10-30 | 2020-01-14 | 重庆科技学院 | Material fluidity test equipment |
| CN111958782A (en) * | 2020-07-03 | 2020-11-20 | 山东泰迅装配式建筑科技有限公司 | PPVC internal mold structure and use method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106564121B (en) | 2018-09-18 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106564121A (en) | Hydraulic de-molding mechanism of precast concrete component mold | |
| CN107379226B (en) | Manufacturing method of multifunctional assembled prefabricated hollow building module | |
| CN113846802A (en) | Construction equipment and method for assembled disassembly-free template constructional column and ring beam | |
| CN101864820A (en) | Reinforced concrete hollow floor slab and construction method | |
| CN103883088B (en) | A kind of inclined slope roof concrete working device and method | |
| CN107471427B (en) | Construction method of prefabricated hollow floor slab | |
| CN206070876U (en) | A kind of ultra-high performance concrete post permanent template | |
| CN112324009A (en) | Precast concrete hollow heat-insulation wall structure and construction process | |
| CN202016110U (en) | Flexible core-pulling internal mold | |
| CN203783002U (en) | Slope roof concrete constructing device | |
| CN203876035U (en) | Precast reinforced concrete hollow column template | |
| CN206298892U (en) | Using H shaped steel and the built pile of concrete | |
| CN201406833Y (en) | Pouring wall body mould | |
| CN211873406U (en) | Precast concrete hollow wall structure | |
| JP2015142966A (en) | Concrete product production device and production method | |
| CN110284651B (en) | Connecting method for prefabricated frame floor slab reinforcing steel bars | |
| CN219726664U (en) | Precast floor slab pouring and forming device | |
| CN202899023U (en) | Small section thin-walled hollow pier inner die for bridges | |
| CN207711007U (en) | A kind of prefabricated mould of concrete prefabricated wallboard | |
| KR20090077371A (en) | Side mold for tunnel lining form | |
| CN105171907A (en) | Prefabricated part core pulling pipe and manufacturing method for prefabricated part | |
| CN105926832A (en) | Prefabricated member | |
| CN214144234U (en) | Precast concrete hollow heat-insulation wall structure | |
| CN204914155U (en) | Prefab mandrel tube | |
| CN104563281A (en) | Prefabricated balcony structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20181212 Address after: 233010 Huayuan Commercial Building No.2, Yuhui District, Bengbu City, Anhui Province Patentee after: Bengbu Xinjue Intelligent Technology Co.,Ltd. Address before: No. 26, Xue Yuan Road, Quanshan District, Xuzhou, Jiangsu Patentee before: JIANGSU VOCATIONAL INSTITUTE OF ARCHITECTURAL TECHNOLOGY |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190104 Address after: No. 26, Xue Yuan Road, Quanshan District, Xuzhou, Jiangsu Patentee after: JIANGSU VOCATIONAL INSTITUTE OF ARCHITECTURAL TECHNOLOGY Address before: 233010 Huayuan Commercial Building No.2, Yuhui District, Bengbu City, Anhui Province Patentee before: Bengbu Xinjue Intelligent Technology Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20230915 Address after: 221000 Xinhe community, Sanbao sub district office, Tongshan District, Xuzhou City, Jiangsu Province Patentee after: Xuzhou Lichi Intelligent Technology Co.,Ltd. Address before: 221000 Jiangsu city of Xuzhou Province Academy of Quanshan District Road No. 26 Patentee before: JIANGSU VOCATIONAL INSTITUTE OF ARCHITECTURAL TECHNOLOGY |