CN102303363B - Die for making combined cavity member by using machine - Google Patents
Die for making combined cavity member by using machine Download PDFInfo
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- CN102303363B CN102303363B CN 201110258003 CN201110258003A CN102303363B CN 102303363 B CN102303363 B CN 102303363B CN 201110258003 CN201110258003 CN 201110258003 CN 201110258003 A CN201110258003 A CN 201110258003A CN 102303363 B CN102303363 B CN 102303363B
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- opening pressure
- wall
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Abstract
The invention relates to a die applied in a hydraulic mechanical system and used for pressing a combined cavity member. After a distribution machine distributes a material to a die supporting device, the die supporting device is transported to a workbench by a transporter, and an outer die frame and the die supporting device are pushed by a hydraulic machine and combined and closed into a die body; after the distribution machine supplies the material to the die body, the hydraulic machine is matched with a high-frequency vibrating machine to apply pressure to cement slurry in the die body; and after pressing is finished, the die body is reversely disassembled, the released cavity member is carried away the workbench top together with the die supporting device by the transporter. After the die and the technical scheme are adopted, the production time is shortened and the production efficiency is improved by using mechanical production; the cavity member pressed by using the cement slurry can be released in time, so that the production and release time of the cavity member is shortened from 4 hours of manual production to about 1 minute; the pressure formed cavity member product is standard and has high density, high strength and attractive appearance; and the die realizes industrialized and mechanized production.
Description
Technical field
The present invention relates to a kind of machine that utilizes and make the use in concrete member mould, be specifically related to utilize in a kind of cast-in-place cavity building roof machine to make combination Cavity structural member mould.
Background technology
At present in cast-in-place cavity building roof technical field, usually adopt cavity thin-wall box body member moulding by casting cavity building roof, ZL02282207.0 " thin wall box in-situ poured concrete hollow slab thin-wall box body " patent of declaring as the inventor, the thin-wall box body hollow wall of producing according to this patent is thin, the light intensity of quality is big, when being applied to the cavity building roof engineering, the ZL200410082381.9 " a kind of hollow floor slab with small dense ribs " that declares as the inventor, the cavity thin-wall box body forms hollow layer in floor slab with small dense ribs, can reach the saving build concrete, reduce the building floor height, promote the superstructure soundproof effect, improve the building cover structure performance, improve purposes such as cracking resistance shake-proof ability.
End so far, cavity building roof all adopts manual type production with thin-wall box body, ZL200810132770.6 " a kind of mould and method of making cavity member in the cast-in-situ open-web floor " patent of declaring as the inventor, this patent adopts artificial method of making Cavity structural member in assembling die, adopt the mould that improves after improving, made Cavity structural member has strengthened intensity, has improved production efficiency relatively.But because this technology does not still adopt machinery to produce Cavity structural member, manual production speed is slow, the casing physical dimension of making is easy to generate deviation and became uneven, product density is inhomogeneous, packing makes Cavity structural member occur breakage easily inadequately, and the inorganic coagulation material of making Cavity structural member by hand need have certain fluidity, the water content height, wait until that inorganic coagulation material generation curing reaction could the demoulding after condensing, one mold utilize the cycle greater than 4 hours, mould, the place occupancy volume is big, die cost is big, manual production efficient low rate is slow, can not form large-scale industrial production, do not satisfy flourish hollow building cover market to Cavity structural member--the demand of thin-wall box body, do not satisfy the industrial production requirement of Cavity structural member.Therefore, a kind of mould that can be used for machine making combination Cavity structural member of development has become urgent need.
Summary of the invention
The object of the present invention is to provide a kind of mould that utilizes machine to make the combination Cavity structural member, this mould is applied to make up the compression moulding machine of Cavity structural member, has characteristics rational in infrastructure, that production is convenient, production efficiency is high, cost is low.
Technical scheme of the present invention is as follows, a kind of mould that adopts machine to make the combination Cavity structural member, by supporting model equipment, framed outward, inner mould core and opening pressure ring are formed, described supporting model equipment is by base, the wall ring is formed, described outer framedly be connected in the fixed point mode by connector with inner mould core, form the cloth passage between the described outer framed and inner mould core, described opening pressure ring comprises wall-forming opening pressure ring, described wall-forming is provided with opening with the opening pressure ring at the position of corresponding connector, wall-forming stretches into cloth passage between the outer framed and inner mould core with the opening pressure ring during work, cementing slip in the cloth passage is exerted pressure, and described wall-forming is the face of effectively exerting pressure with the fracture face of opening pressure ring.
More preferred, the base inboard of described supporting model equipment is provided with at least a in the raised line of pit, U-shaped of hemispheric indent.
More preferred, it is characterized in that the pit of the inboard hemispheric indent that arranges of described base and inverted U-shaped raised line are non-intersect.
More preferred, described framed and inner mould core, inner mould core and pore-forming outward are funnel-form with forming the upper end, gap that pours into slip between the core rod.
More preferred, it is characterized in that described inner mould core arranged outside has the groove of indent.
More preferred, described opening pressure ring inboard is provided with raised line, and the groove of described raised line and inner mould core arranged outside is complementary.
More preferred, the base inboard of described supporting model equipment is reserved with prints moulding marks evagination or the indent printed words.
More preferred, the wall ring of described supporting model equipment is triangle Fang Huan.
More preferred, described wall-forming is with the vertical height of opening pressure ring at the opening of the position of corresponding connector setting, greater than outer framed vertical height.
More preferred, described wall-forming is deformation plance, inclined-plane or plane with opening pressure ring and pore-forming with the fracture face of opening pressure ring.
Mould of the present invention is applied in the hydraulic-mechanic system, be used for the compacting of combination Cavity structural member, the structure of supporting model equipment can be gone ahead of the rest to its cloth it by cloth machinery, transmit machine is sent to workbench with supporting model equipment behind the cloth, press promotes outer framed, the inner mould core location is mobile, be combined with supporting model equipment and seal into die body, by cloth machinery die body is carried out feed again, hydraulic machinery collocation high-frequency vibration machinery is exerted pressure to cementing slip in the die body then, the reverse decomposition of press control die body after the Cavity structural member compacting is finished, Cavity structural member after the demoulding is with supporting model equipment, transport out of work top by transmit machine, meanwhile carry out the compacting of next Cavity structural member automatically.After adopting patented technology scheme of the present invention, the hydraulic system that is applied to this mould makes up the compacting of Cavity structural member, utilize mechanization production, cut down the production time of Cavity structural member, improved production efficiency, the Cavity structural member of cementing slip compression moulding immediately can the demoulding, make Cavity structural member production and demould time be foreshortened to about 1 minute by 4 hours of manual production, and compression moulding the Cavity structural member product standard, density is big, intensity is big, and good looking appearance has been realized industrialization, mechanization production.
Description of drawings
Accompanying drawing 1 is mould structure schematic diagram among the present invention.
Accompanying drawing 2 is supporting model equipment structural representation among the present invention.
Accompanying drawing 3 is framed for the present invention China and foreign countries, inner mould core and pore-forming core rod connection diagram.
Accompanying drawing 4 is split shed pressure ring structural representation of the present invention.
Accompanying drawing 5 is the fracture face schematic diagram of wall-forming among the present invention with the opening pressure ring.
Fig. 6 is the applied mechanical system schematic layout pattern of mould of the present invention.
Accompanying drawing 7 is for using the combination Cavity structural member structure chart that the present invention produces.
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing.
Technical scheme of the present invention is a kind of mould that utilizes machine to make the combination Cavity structural member, and accompanying drawing 1 is mould structure schematic diagram in the technical solution of the present invention, and as shown in Figure 1, the mould subsystem comprises supporting model equipment 1, outer framed 2, inner mould core 3, opening pressure ring 4.Below in conjunction with subsequent drawings, each part of mould subsystem is described in detail and analyzes:
Fig. 2 is the supporting model equipment structural representation, and wherein Fig. 2 (a) is the profile of supporting model equipment 1, and Fig. 2 (b) is the vertical view of supporting model equipment 1.Shown in Fig. 2 (a), supporting model equipment 1 comprises base 5 and wall ring 6, base 5 and wall ring 6 surround the material pond that lays the cementing slip, can carry out feed in advance to the material pond by the second cloth mechanical subsystem, perhaps after supporting model equipment is transported to work top by transmit machine subsystem location, by the first cloth mechanical subsystem feed is carried out in the material pond, material in the pond the cement gel ramming material after compression moulding, the base plate of formation Cavity structural member.The shape of wall ring 6 is decided according to the corner configurations of combination Cavity structural member base plate, is right angle trigonometry body wall ring at Fig. 2 (a) mesospore ring, and this outer wall ring can also be arranged to rectangular body wall ring, square body wall ring or trapezoidal body wall ring.In addition, can also be provided with inverted U-shaped raised line 13 at base 5 inner surfaces, the corresponding groove that forms on the surface of the Cavity structural member of compression moulding; Can also hemispherical dimples 16 be set at base 5 inner surfaces, the corresponding hemispherical projections that forms on the surface of the Cavity structural member of compression moulding; Can also reserve the moulding mark of printing the concave or convex printed words at base 5 inner surfaces, the Cavity structural member of compression moulding is corresponding to form printed words on the surface, thereby realizes the light printing of product brand or other signs.Shown in Fig. 2 (b), wall ring 6 is arranged on the base 5, and wall ring 6 is at the corner of rotation angle position formation polyline shaped, and the inclined-plane of right angle trigonometry body wall ring 6 is in the inboard, surround the cement gel ramming material material pond that outside top extends out with base 5, base 5 inboards are provided with inverted U-shaped raised line 13 and pit 16.
Fig. 3 is outer framed and inner mould core connection diagram, and wherein Fig. 3 (a) be outer framed 2 profiles that are connected with inner mould core 3, and Fig. 3 (b) framed 2 is connected vertical view with inner mould core 3 outward.Shown in Fig. 3 (a), outer framed 2 are connected by the fixed point mode with inner mould core 3, the attachment of the two junction is connector 7, connector 7 adopts high-intensity steel or other Materials with High Strength, outside framed 2 and inner mould core 3 between form the cloth passage 8 pour into the cementing slip, cloth passage 8 upper end open funnels, funnelform opening makes things convenient for pouring into fast of cement gel ramming material.After the repressed moulding of slip, in cloth passage 8, form the sidewall of Cavity structural member.When connecting with other system, outer framed 2 supports by frame connect the hydraulic column of the first press system, and press is controlled outer framed directed movement by the motion of hydraulic column.Shown in Fig. 3 (b), outer framed 2 and inner mould core 3 between connect by connector 7 fixed point, form cloth passage 8 between the two.In addition can be fluted 9 in inner mould core 3 arranged outside, the effect of groove 9 is and can forms internal-rib at the Cavity structural member of compression moulding that internal-rib can play the effect of enhancing to the bulk strength of Cavity structural member.
Fig. 4 is opening pressure ring 4 structural representations, and wherein Fig. 4 (a) is the upward view of opening pressure ring 4, and Fig. 4 (b) is the profile of opening pressure ring 4.Shown in Fig. 4 (a), opening pressure ring 4 is made up of with opening pressure ring 11 wall-forming that is fixed on the pressing plate 10, wall-forming forms opening 12 with opening pressure ring 11 at the position of corresponding connector 7, opening 12 forms the stroke passage of connector 7, the vertical height of opening 12 is greater than outer framed height, comparative optimization be the twice of outer framed height.The pressing plate 10 of the second press system by hydraulic column connection opening pressure ring 4, press be by the motion of hydraulic column, the motion of control opening pressure ring 4 and exerting pressure.By when making up the Cavity structural member compacting, opening pressure ring 4 is under the promotion of hydraulic machinery, press to outer framed 2 and inner mould core 3 between cloth passage 8, wall-forming enters in the cloth passage 8 with opening pressure ring 11, connector 7 is inserted in the opening 12, wall-forming compresses reality with the cement gel ramming material that opening pressure ring 11 will pour in the cloth passage 8, forms the closely knit sidewall of Cavity structural member.Can with opening pressure ring 11 inboards raised line 13 be set at wall-forming in addition, the effect of raised line 13 be with inner mould core 3 on groove 9 be complementary, thereby form internal-rib at the Cavity structural member of compression moulding.
Fig. 5 is for the fracture face schematic diagram of wall-forming with opening pressure ring 11, and shown in Fig. 5 (a), wall-forming can be deformation plance with the fracture face 1101 of opening pressure ring 11, and shown in Fig. 5 (b), fracture face 1101 is the inclined-plane, and shown in Fig. 5 (c), fracture face 1101 is the plane.When carrying out the Cavity structural member compacting, wall-forming with opening pressure ring 11 press to outer framed 2 and inner mould core 3 between cloth passage 8, cement gel ramming material in the cloth passage is according to the shape of wall-forming with opening pressure ring 11 fracture faces, form the sidewall interface of Cavity structural member, as shown in Figure 7, the sidewall interface of Cavity structural member is corresponding also can be deformation plance, inclined-plane and plane.The Cavity structural member that interface mates mutually is built up the combination Cavity structural member in complete the be applied directly to hollow building cover.
Fig. 6 is the applied mechanical system schematic layout pattern of mould of the present invention, transmit machine subsystem A is installed under work top, the first press subsystem B connects outer framed 2, the first cloth mechanical subsystem C is responsible for carrying out feed in external framed 2, the second press subsystem D connection opening pressure ring 4, the E of high-frequency vibration system also is installed under work top, the second cloth mechanical subsystem F can be set in addition, be responsible for supporting model equipment 1 is carried out pre-feed, autonomous control subsystem G controls the automatic operation of all systems.Operation between its each system is coordinated as follows:
When technical solution of the present invention was implemented, autonomous control subsystem was controlled other subsystems following operation of operation automatically:
Supporting model equipment 1 is placed on the preparation work table top, and by the second cloth mechanical subsystem that the material basin irrigation of supporting model equipment 1 is full, supporting model equipment 1 was transported to workbench by transmit machine subsystem location after material filling finished;
Perhaps without material filling, supporting model equipment 1 directly is transported to work top by transmit machine subsystem location;
The first press subsystem from the downward setting movement of initial position to the operating position, with outer framed 2 and the connector of inner mould core 3 be positioned on the supporting model equipment 1, outer framed 2 contact with wall ring 6 on the supporting model equipment 1, in conjunction with, seal the die body of formation mould;
Carry out laying of cementing slip by the first cloth mechanical subsystem by cloth passage 8;
The high-frequency vibration system keeps vibrations, cooperates the first cloth mechanical subsystem to finish laying of cementing slip fast;
After material filling is finished, the second press subsystem starts high-strength hydraulic pressure, promote the 4 downward setting movements of opening pressure ring to the operating position from initial position, wall-forming is pressed to cloth passage 8 with opening pressure ring 11, the compacting of Cavity structural member is finished in the rapid closely knit moulding under the double action of high-frequency vibration and hydraulic pressure of priming charge earth rubber ramming material slurry;
The second press subsystem stops compacting and keeps static, the first press subsystem drives outer framed 2 and the setting movement that makes progress of the connector of inner mould core 3, corresponding connector 7 moves upward along the opening 12 of opening pressure ring 4, the first press subsystem moves to initial position and keeps static, and die body oppositely decomposes to be finished;
After the maintenance of the first press subsystem was static, the second press subsystem moved upward, and drove opening pressure ring 4 location and moved to initial position and keep static;
The Cavity structural member of compression moulding is contained in the supporting model equipment 1, transports out of work top by the transmit machine subsystem and carries out the post-processed maintenance.
Aforementioned is a full-automatic complete cycle of Cavity structural member, and when the molding cavity member transported out of, next Cavity structural member had entered into pressing stage, goes round and begins again and realizes the streamlined production of Cavity structural member.
Fig. 7 is for using the combination Cavity structural member structure chart that this machine die system produces, shown in Fig. 7 (a), the sidewall interface of the Cavity structural member of compression moulding is deformation plance, shown in Fig. 7 (b), interface is the inclined-plane, shown in Fig. 7 (c), interface is the plane, the Cavity structural member combination of two couplings, form the combination Cavity structural member of sealing, fluted on the surface of one of them Cavity structural member, this groove series cement cementitious slurry relies on the U-shaped raised line 13 of base 5 inner surfaces on the die device 1 to form, the spheroidal projection is arranged on the surface of one of them Cavity structural member, and this spheroidal projection cementing slip relies on the semicircle spherical pit 16 of base 5 inner surfaces on the die device 1 to form.Can directly be used in building of cast-in-place cavity building roof after the Cavity structural member combination among Fig. 7.
Should be noted that at last: above embodiment is only in order to illustrate that technical scheme of the present invention is not intended to limit, although with reference to above-described embodiment the present invention is had been described in detail, those of ordinary skill in the field are to be understood that, still can make amendment or be equal to replacement the specific embodiment of the present invention, and the end breaks away from any modification of spirit and scope of the invention or is equal to replacement, and it all should be encompassed in the middle of the claim scope of the present invention.
Claims (10)
1. one kind is utilized machine to make the mould that makes up Cavity structural member, by supporting model equipment, framed outward, inner mould core and opening pressure ring are formed, described supporting model equipment is by base, the wall ring is formed, described outer framedly be connected in the fixed point mode by connector with inner mould core, form the cloth passage between the described outer framed and inner mould core, described opening pressure ring comprises wall-forming opening pressure ring, described wall-forming is provided with opening with the opening pressure ring at the position of corresponding connector, wall-forming stretches into cloth passage between the outer framed and inner mould core with the opening pressure ring during work, cementing slip in the cloth passage is exerted pressure, and described wall-forming is the face of effectively exerting pressure with the fracture face of opening pressure ring.
2. mould as claimed in claim 1 is characterized in that, the base inboard of described supporting model equipment is provided with at least a in the raised line of pit, U-shaped of hemispheric indent.
3. mould as claimed in claim 2 is characterized in that the pit of the inboard hemispheric indent that arranges of described base and inverted U-shaped raised line are non-intersect.
4. mould as claimed in claim 1 is characterized in that, described framed and inner mould core, inner mould core and pore-forming outward are funnel-form with forming the upper end, gap that pours into slip between the core rod.
5. mould as claimed in claim 1 is characterized in that, described inner mould core arranged outside has the groove of indent.
6. mould as claimed in claim 5 is characterized in that, described opening pressure ring inboard is provided with raised line, and the groove of described raised line and inner mould core arranged outside is complementary.
7. mould as claimed in claim 1 is characterized in that, the base inboard of described supporting model equipment is reserved with prints moulding marks evagination or the indent printed words.
8. mould as claimed in claim 1 is characterized in that, the wall ring of described supporting model equipment is triangle Fang Huan.
9. mould as claimed in claim 1 is characterized in that, described wall-forming is with the vertical height of opening pressure ring at the opening of the position of corresponding connector setting, greater than outer framed vertical height.
10. mould as claimed in claim 1 is characterized in that, described wall-forming is deformation plance, inclined-plane or plane with the fracture face of opening pressure ring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110258003 CN102303363B (en) | 2011-09-02 | 2011-09-02 | Die for making combined cavity member by using machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110258003 CN102303363B (en) | 2011-09-02 | 2011-09-02 | Die for making combined cavity member by using machine |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102303363A CN102303363A (en) | 2012-01-04 |
| CN102303363B true CN102303363B (en) | 2013-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201110258003 Expired - Fee Related CN102303363B (en) | 2011-09-02 | 2011-09-02 | Die for making combined cavity member by using machine |
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| Country | Link |
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| CN (1) | CN102303363B (en) |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2181384Y (en) * | 1993-08-23 | 1994-11-02 | 金绍叶 | Concrete hollow block shaping mould and products |
| US6662855B1 (en) * | 1999-11-04 | 2003-12-16 | Sintokogio, Ltd. | Molding device and molding method or sand mold |
| CN100376344C (en) * | 2000-04-21 | 2008-03-26 | 新东工业株式会社 | Molding machine and a pattern carrier used therefor |
| EP1409216B1 (en) * | 2001-07-20 | 2007-10-10 | Cts Di A. Maffioletti & C. S.A.S | Concrete casting process for the manufacture of concrete articles |
| WO2007123329A1 (en) * | 2006-04-21 | 2007-11-01 | Sung-Rae Jo | Mold for manufacturing u-type side gutter and its manufacturing method using the mold |
| CN100591879C (en) * | 2008-07-14 | 2010-02-24 | 王本淼 | Mold and method for producing hollow component of cast-in-situ hollow building roof |
| CN201338769Y (en) * | 2009-01-08 | 2009-11-04 | 李苏扬 | Plant fiber heavy duty pallet and bidirectional pressing special purpose die used therefor |
| CN102003010A (en) * | 2010-10-27 | 2011-04-06 | 王本淼 | Energy-saving cast-in-place hollow floor |
| CN101994358A (en) * | 2010-10-27 | 2011-03-30 | 王本淼 | Combined hollow box body used for cast-in-place energy-saving hollow floor system |
-
2011
- 2011-09-02 CN CN 201110258003 patent/CN102303363B/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN102303363A (en) | 2012-01-04 |
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Effective date of registration: 20161205 Address after: 415000 Changde City, Hunan province Anxiang County deep Dongting Avenue South Industrial Park (Ryu Jin Hunan Dave Energy Technology Co. Ltd.) Patentee after: The Hunan mark energy-conservation Science and Technology Ltd. of enlightening husband Address before: 410000 Hunan province Changsha Station Road, building 289, room 824, business Mengzeyuan Patentee before: Wang Benmiao Patentee before: Hunan Decheng Construction Engineering Co., Ltd. |
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| 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: 20130807 Termination date: 20170902 |