CN210820105U - Three-dimensional movable concrete prefabricated part production system - Google Patents
Three-dimensional movable concrete prefabricated part production system Download PDFInfo
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- CN210820105U CN210820105U CN201921275608.XU CN201921275608U CN210820105U CN 210820105 U CN210820105 U CN 210820105U CN 201921275608 U CN201921275608 U CN 201921275608U CN 210820105 U CN210820105 U CN 210820105U
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Abstract
The utility model relates to a three-dimensional movable concrete prefabricated component production system relates to assembly type building accessory production technical field, builds in assembly type building's job site, include: the die plate, the pouring frame and the supporting piece; the concrete prefabricated part pouring device is characterized in that the die plates are provided with a plurality of blocks which are vertically stacked at intervals, the adjacent die plates are supported through a plurality of supporting pieces, the supporting pieces are detachably assembled with the die plates, the upper surfaces of the die plates are flat, the pouring frame is fixed on the upper surfaces of the die plates to form a pouring cavity of a concrete prefabricated part, and the height of the pouring frame is smaller than the height between the adjacent die plates. The utility model discloses have sound construction, can directly build at the job site and area is little, need not the effect of remote transportation prefabricated component.
Description
Technical Field
The utility model belongs to the technical field of assembly type building accessory production technique and specifically relates to a three-dimensional movable concrete prefabricated component production system is related to.
Background
In the assembly type building construction process, a building main body is generally required to be poured in advance, and then various concrete prefabricated components (such as composite floor slabs with different specifications) are matched for construction. Based on the current stage, the prefabricated parts are produced in a factory, and then the prefabricated parts which are made are transported to corresponding sites according to the requirements of specific construction sites.
The transportation of prefabricated parts has become an old, big and difficult problem in the industry, mainly embodied in the following aspects: the transportation vehicle is large in investment and difficult in route selection, prefabricated parts are easy to collide and damage in the transportation process, the prefabricated parts are time-consuming and labor-consuming to transport after arriving at the site, the cost of the assembly type building is increased virtually, and at present, due to the fact that various materials of the opposite side are needed in the construction site, the land area is limited, the method for producing and processing the prefabricated parts in the construction site is rare, and improvement is needed.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a three-dimensional movable concrete prefabricated component production system has sound construction, can directly build at the job site and area is little, need not remote transportation prefabricated component's advantage.
The above object of the present invention can be achieved by the following technical solutions: the utility model provides a three-dimensional movable concrete prefabricated component production system, builds in assembly type structure's job site, includes: the die plate, the pouring frame and the supporting piece;
the concrete prefabricated part pouring device is characterized in that the die plates are provided with a plurality of blocks which are vertically stacked at intervals, the adjacent die plates are supported through a plurality of supporting pieces, the supporting pieces are detachably assembled with the die plates, the upper surfaces of the die plates are flat, the pouring frame is fixed on the upper surfaces of the die plates to form a pouring cavity of a concrete prefabricated part, and the height of the pouring frame is smaller than the height between the adjacent die plates.
Through adopting above-mentioned technical scheme, at first the main part of this production system is built by polylith mould platen and is formed, can be used for pouring between the adjacent mould platen, maintenance concrete prefabricated component, area is smaller, and then can directly build this production system on the construction site, can not occupy the large amount of areas in the construction site, therefore the fashioned concrete prefabricated component of preparation can use on the spot, need not remote transportation prefabricated component, and then has effectively avoided following several problems: the investment of transport vehicles is large, the route selection is difficult, prefabricated parts are easy to collide and damage in the transport process, and time and labor are wasted when the prefabricated parts are transported to the field after arriving at the field; meanwhile, the supporting piece has the function of connecting the upper and lower adjacent die plates, enough interlayer height can be reserved between the adjacent die plates, the structure is firm, the supporting piece is matched with a pouring frame fixed on the upper surface of the die plate, workers can build a steel bar and a truss in the pouring frame, then concrete is poured into the pouring frame, the workers can continue to build the die plates above the concrete prefabricated members in the curing forming and maintaining processes of the concrete prefabricated members in the layer, then the next concrete prefabricated member is manufactured, and the time is saved; when the concrete prefabricated part needs to be taken out, the concrete prefabricated part on the upper layer is hoisted and moved away, then the corresponding formwork panel is dismantled, and then the concrete prefabricated part is continuously hoisted and moved away.
The utility model discloses further set up to, the main part of mould platen is formed by the concatenation of polylith aluminium template, and is adjacent organize fixed connection through the bolt between the aluminium template.
Through adopting above-mentioned technical scheme, aluminium template and bolt group are as the most ordinary accessory at the construction scene, and it is very convenient, the cost is lower to draw materials, and the staff need not the training and just can skillfully assemble and disassemble moreover, and the template platform plate structure that is formed by the equipment of aluminium template is still more firm, can use the aluminium template of different quantity to assemble corresponding size at will according to the size of concrete prefabricated component, and the staff can draw materials on the spot, this template of quick assembly moulding.
The utility model discloses further set up to, the bottom of die table board with the corresponding position of support piece is provided with the installation fossil fragments, the installation fossil fragments do support piece provides the mounted position, the installation fossil fragments be fixed in rather than adjacent two between the aluminium mould board.
Through adopting above-mentioned technical scheme, the structural strength of template board can be strengthened to the installation fossil fragments, because support piece is more difficult in the installation on ordinary aluminium template, the installation fossil fragments still can provide stable mounted position for support piece.
The utility model discloses further set up to, installation fossil fragments include channel-section steel and turn-ups, the turn-ups is provided with two and is fixed in respectively the bottom lateral surface of channel-section steel, with one side of the adjacent aluminium mould board of installation fossil fragments is shelved in on the turn-ups.
Through adopting above-mentioned technical scheme, above-mentioned structural design's installation fossil fragments simple structure, preparation are convenient, and the channel-section steel provides great installation space for support piece moreover, and the turn-ups still has certain bearing, shelve the effect to corresponding aluminium mould board to the structure of whole die table board is more firm, stable.
The utility model discloses further set up as, support piece includes: a steel bar material and a threaded rod,
the diameter of the steel bar is gradually reduced from bottom to bottom, threaded holes are formed in the upper end and the lower end of the steel bar to be in threaded assembly with the threaded rods, one part of the steel bar extends into the steel bar, and the other part of the steel bar extends out of the die plate and penetrates through the die plate to be in threaded assembly with the adjacent steel bar above the die plate;
the threaded rod of the support at the bottommost is replaced with a bolt.
Through adopting above-mentioned technical scheme, two upper and lower steel bar materials are connected fixedly through the threaded rod, and the mould platen clamp in the middle of with both simultaneously, this structural design's support piece not only can firmly support two adjacent mould platens from top to bottom, but also easy to assemble and dismantle.
The utility model discloses further set up to, the top of steel rod material with be located its top the centre gripping has the rubber packing ring between the mould platen lower surface, the bottom of steel rod material with be located its below centre gripping magnetism seat between the mould platen upper surface, the threaded rod runs through the rubber packing ring magnetism seat.
Through adopting above-mentioned technical scheme, the design of rubber packing ring and magnetic support can prevent that the upper and lower end of steel bar material from rather than the die table board rigid contact about it to make the connection between the two have certain resiliency, firm in connection nature and toughness all obviously strengthen.
The utility model discloses further set up to, it is formed by many angle steel welding to pour the frame, a plurality of U-shaped grooves have been seted up at the top of angle steel.
Through adopting above-mentioned technical scheme, the angle steel is convenient for draw materials, the purchase is cheap, can be very steadily fixed in the upper surface of template board through modes such as welding moreover, because the periphery of general concrete prefabricated component has the reinforcing bar that stretches out, the design in U-shaped groove can make things convenient for the staff to put the reinforcing bar before concreting, cooperates the limiting displacement of U-shaped groove to the reinforcing bar in addition, can effectively prevent the concrete prefabricated component skew of solidification.
The utility model discloses it is further set up as, adjacent the interlayer height between the mould platen is between 220-mangling 270 mm.
Through adopting above-mentioned technical scheme, the height between the layer of above-mentioned scope is favorable to ventilating between the adjacent die plate to the maintenance effect of the precast concrete component between every layer is better, and the height between the layer is between 220 to 270mm moreover, can produce the precast concrete component of multiple different thickness sizes.
The utility model discloses it further sets up to, the quantity of platen is between 4-8.
By adopting the technical scheme, when the number of the die plates is less than 4, few concrete prefabricated parts which can be processed and maintained in unit area of the construction site are available, and cost is not saved; when the number of the die table boards is more than 8, the height of the whole production system is higher, so that the work of assembling and disassembling, concrete pouring, concrete prefabricated part hoisting and the like by workers is inconvenient, and the safety is not high enough; the number of die plates is preferably between 4 and 8, most reasonably and suitably.
To sum up, the utility model discloses a beneficial technological effect does:
one of them, at first the main part of this production system is built by the polylith mould platen and is formed, can be used for pouring, maintenance concrete prefabricated component between the adjacent mould platen, and area is less, can build this production system at the construction site, can not occupy the large amount of areas of construction site to the fashioned concrete prefabricated component of preparation can use on the spot, need not remote transportation prefabricated component, and then has effectively avoided following several problems: the method comprises the following steps: the investment of transport vehicles is large, the route selection is difficult, prefabricated parts are easy to collide and damage in the transport process, and time and labor are wasted when the prefabricated parts are transported to the field after arriving at the field; meanwhile, the supporting piece has the function of connecting the upper and lower adjacent die plates, enough interlayer height can be reserved between the adjacent die plates, the structure is firm, the supporting piece is matched with a pouring frame fixed on the upper surface of the die plate, workers can build a steel bar and a truss on the pouring frame, then concrete is poured in the pouring frame in opposite directions, the workers can continue to build the die plates above the pouring frame in the process of forming and maintaining the layer of concrete prefabricated part, then the next concrete prefabricated part is manufactured, and the time is saved; when the concrete prefabricated part needs to be taken out, firstly hoisting and moving the upper concrete prefabricated part, then removing the corresponding formwork panel, and then continuing to hoist and move the next concrete prefabricated part;
and the mounting keel can enhance the structural strength of the formwork panel, and can also provide a stable mounting position for the support piece due to the difficulty in mounting the support piece on the common aluminum formwork.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present invention;
fig. 2 is a schematic view of a connection relationship between the mold platen and the supporting member in the embodiment of the present invention, which is specifically shown in a partial sectional view.
Reference numerals: 1. a die plate; 11. an aluminum template; 12. installing a keel; 121. channel steel; 122. flanging; 2. pouring a frame; 21. angle steel; 211. a U-shaped groove; 3. a support member; 31. a steel bar; 32. a threaded rod; 33. a rubber gasket; 34. a magnetic base.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, for the utility model discloses a three-dimensional movable concrete prefabricated component production system builds in assembly type structure's job site, include: the formwork panel 1, the pouring frame 2 and the support 3. The mould platen 1 is provided with polylith and vertical interval and stacks, supports through a plurality of support piece 3 between the adjacent mould platen 1, removable assembly between support piece 3 and the mould platen 1, and the upper surface of mould platen 1 is level and smooth, pours frame 2 and is fixed in the upper surface of mould platen 1 in order to form the cavity of pouring of concrete prefabricated component, pours the height between the layer that highly is less than between the adjacent mould platen 1 of frame 2.
The main part of mould platen 1 is formed by the concatenation of polylith aluminium template 11, through bolt group fixed connection between the adjacent aluminium template 11, aluminium template 11 and bolt group are as the most ordinary accessory at the construction scene, it is very convenient to draw materials, the cost is lower, and the staff need not the training and just can skillfully assemble and disassemble, the mould platen 1 structure that is formed by the equipment of aluminium template 11 is still more firm, can be according to concrete prefabricated component's size, use the aluminium template 11 of different quantity to assemble corresponding size at will, the staff can draw materials on the spot, this mould platen 1 of rapid Assembly shaping.
The bottom of the formwork panel 1 is provided with an installation keel 12 corresponding to the support piece 3, the installation keel 12 provides an installation position for the support piece 3, the installation keel 12 is fixed between two adjacent aluminum formworks 11 (the fixing mode can be welding or connected through a bolt group), the installation keel 12 can enhance the structural strength of the formwork panel 1, and the installation keel 12 can also provide a stable installation position for the support piece 3 because the support piece 3 is difficult to install on the common aluminum formworks 11.
The support 3 includes: the diameter of the steel bar 31 is gradually reduced from bottom to bottom, threaded holes are formed in the upper end and the lower end of the steel bar 31 to be in threaded assembly with the threaded rod 32, one part of the steel bar 31 extends into the steel bar 31, and the other part of the steel bar 31 extends out and penetrates through the die table plate 1 to be assembled with the steel bar 31 adjacent to the upper side; the threaded rod 32 of the support 3 located at the lowermost part is replaced by a bolt.
The upper and lower steel bars 31 are fixedly connected through the threaded rod 32, the die table plate 1 between the upper and lower steel bars is clamped tightly, and the support member 3 with the structural design can firmly support the upper and lower adjacent die table plates 1 and is convenient to mount and dismount.
A rubber gasket 33 is clamped between the top of the steel bar 31 and the lower surface of the die table plate 1 above the steel bar, a magnetic seat 34 is clamped between the bottom of the steel bar 31 and the upper surface of the die table plate 1 below the steel bar, and the threaded rod 32 penetrates through the rubber gasket 33 and the magnetic seat 34. The rubber washer 33 and the magnetic seat 34 are designed to prevent the upper and lower ends of the steel bar 31 from rigidly contacting the upper and lower die plates 1, so that the connection between the two has certain buffering performance, and the connection firmness and toughness are obviously enhanced.
The pouring frame 2 is formed by welding four angle steels 21 (three, five or more in other embodiments, and the angle steels are matched with the shape of the concrete prefabricated part), a plurality of U-shaped grooves 211 are formed in the top of the angle steels 21, the angle steels 21 are convenient to obtain and cheap to purchase, the angle steels 21 can be stably fixed on the upper surface of the formwork panel 1 in a welding mode and the like, due to the fact that the periphery of a common concrete prefabricated part is provided with extending steel bars, the U-shaped grooves 211 are designed, workers can conveniently place the steel bars before concrete pouring, and the solidified concrete prefabricated part can be effectively prevented from deviating due to the fact that the U-shaped grooves 211 are matched with the limiting effect of the steel bars.
The height between the adjacent die plates 1 is 250mm, and in other embodiments, the height between the adjacent die plates 1 can also be 220mm, 230mm, 240mm, 260mm or 270mm, the height between the layers in the range is favorable for ventilation between the adjacent die plates 1, so that the maintenance effect of the concrete prefabricated part between each layer is better, and the height between the layers is 220mm to 270mm, so that the concrete prefabricated parts with different thickness sizes can be produced.
The number of the die table plates 1 is specifically 5, in other embodiments, the number of the die table plates 1 can also be 4, 6, 7 or 8, when the number of the die table plates 1 is less than 4, few concrete prefabricated parts which can be processed and maintained in unit area of a construction site are needed, and cost saving is not facilitated; when the number of the die table boards 1 is more than 8, the height of the whole production system is higher, so that the assembling, disassembling, concrete pouring, concrete prefabricated part hoisting and the like of workers are inconvenient to work, and the safety is not high enough; the number of the die plates 1 is preferably between 4 and 8, most reasonably and suitably.
The implementation principle of the embodiment is as follows: at first this production system's main part is built by polylith mould platen 1 and is formed, can be used for pouring, maintenance concrete prefabricated component between the adjacent mould platen 1, and area is smaller, and then can directly build this production system on the construction site, can not occupy the large amount of areas of construction site, therefore the fashioned concrete prefabricated component of preparation can use on the spot, need not remote transportation prefabricated component, and then has effectively avoided following several problems: the investment of transport vehicles is large, the route selection is difficult, prefabricated parts are easy to collide and damage in the transport process, and time and labor are wasted when the prefabricated parts are transported to the field after arriving at the field; meanwhile, the supporting piece 3 has the function of connecting the upper and lower adjacent die plates 1, enough interlayer height can be reserved between the adjacent die plates 1, the structure is firm, the supporting piece is matched with the pouring frame 2 fixed on the upper surface of the die plate 1, a worker can build a steel bar and a truss in the pouring frame 2 and then pour concrete into the pouring frame 2, the worker can continue to build the die plates 1 above the concrete prefabricated members in the curing molding and maintaining processes of the concrete prefabricated members in the layer, then the next concrete prefabricated member is manufactured, and the time is saved; when the concrete prefabricated part needs to be taken out, the concrete prefabricated part on the upper layer is hoisted and moved, then the corresponding mould bedplate 1 is dismantled, and then the concrete prefabricated part is continuously hoisted and moved.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (9)
1. The utility model provides a three-dimensional movable concrete prefabricated component production system which characterized in that builds in assembly type structure's job site, includes: the die plate (1), the pouring frame (2) and the supporting piece (3);
the mould plate (1) is provided with a plurality of blocks which are stacked at vertical intervals, the adjacent mould plates (1) are supported by a plurality of supporting pieces (3), the supporting pieces (3) are detachably assembled with the mould plates (1), the upper surface of the mould plate (1) is flat, the pouring frame (2) is fixed on the upper surface of the mould plate (1) to form a pouring cavity of a concrete prefabricated part, and the height of the pouring frame (2) is smaller than the height between the adjacent mould plates (1).
2. The system for producing the movable concrete precast element according to claim 1, wherein the main body of the formwork panel (1) is formed by splicing a plurality of aluminum formworks (11), and the adjacent aluminum formworks (11) are fixedly connected through bolt sets.
3. The system for producing the movable concrete precast element according to claim 2, wherein a mounting keel (12) is provided at a position corresponding to the support member (3) at the bottom of the formwork panel (1), the mounting keel (12) provides a mounting position for the support member (3), and the mounting keel (12) is fixed between two aluminum formworks (11) adjacent to the mounting keel.
4. The system for producing the movable concrete precast element according to claim 3, wherein the mounting keel (12) comprises a channel (121) and a flange (122), the flange (122) is provided with two flanges and fixed on the outer side of the bottom of the channel (121), and one side of the aluminum formwork (11) adjacent to the mounting keel (12) is placed on the flange (122).
5. The stereomovable concrete precast element production system according to claim 1, wherein the support (3) comprises: a steel bar (31) and a threaded rod (32),
the diameter of the steel bar (31) is gradually reduced from bottom to top, threaded holes are formed in the upper end and the lower end of the steel bar (31) to be in threaded assembly with the threaded rods (32), one part of the steel bar (31) extends into the steel bar (31), and the other part of the steel bar (31) extends out and penetrates through the die plate (1) to be in assembly with the steel bar (31) adjacent to the upper side;
the threaded rod (32) of the support (3) located at the lowermost part is replaced by a bolt.
6. The system for producing movable concrete precast elements according to claim 5, wherein a rubber gasket (33) is clamped between the top of the steel bar (31) and the lower surface of the formwork panel (1) above the steel bar, a magnetic seat (34) is clamped between the bottom of the steel bar (31) and the upper surface of the formwork panel (1) below the steel bar, and the threaded rod (32) penetrates through the rubber gasket (33) and the magnetic seat (34).
7. The system for producing the movable concrete precast element according to claim 1, wherein the casting frame (2) is formed by welding a plurality of angle steels (21), and a plurality of U-shaped grooves (211) are formed at the tops of the angle steels (21).
8. The system for producing movable precast concrete members according to claim 1, wherein the floor height between adjacent mold plates (1) is between 220 and 270 mm.
9. The system for producing a movable concrete precast member according to claim 1, wherein the number of the formwork panels (1) is between 4 and 8.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921275608.XU CN210820105U (en) | 2019-08-06 | 2019-08-06 | Three-dimensional movable concrete prefabricated part production system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921275608.XU CN210820105U (en) | 2019-08-06 | 2019-08-06 | Three-dimensional movable concrete prefabricated part production system |
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| CN210820105U true CN210820105U (en) | 2020-06-23 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110524695A (en) * | 2019-08-06 | 2019-12-03 | 深圳市胜德建筑科技有限公司 | Stereo moving formula concrete prefabricated element production system |
| CN113715156A (en) * | 2021-09-18 | 2021-11-30 | 上海建工建材科技集团股份有限公司 | Turnover positioning device and positioning method for oversized double-faced superposed wallboard |
-
2019
- 2019-08-06 CN CN201921275608.XU patent/CN210820105U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110524695A (en) * | 2019-08-06 | 2019-12-03 | 深圳市胜德建筑科技有限公司 | Stereo moving formula concrete prefabricated element production system |
| CN113715156A (en) * | 2021-09-18 | 2021-11-30 | 上海建工建材科技集团股份有限公司 | Turnover positioning device and positioning method for oversized double-faced superposed wallboard |
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