CN1903537A - Mould for forming cavity parts, and method for producing said parts - Google Patents
Mould for forming cavity parts, and method for producing said parts Download PDFInfo
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- CN1903537A CN1903537A CN 200610019783 CN200610019783A CN1903537A CN 1903537 A CN1903537 A CN 1903537A CN 200610019783 CN200610019783 CN 200610019783 CN 200610019783 A CN200610019783 A CN 200610019783A CN 1903537 A CN1903537 A CN 1903537A
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- structural member
- cavity structural
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Abstract
A mould for producing the cavity-type member is composed of two or more pairs of side plates, connecting parts for connecting the adjacent two side plates, the supporting rods inserted in the holes on the top of side plates, and a horizontal plate laying on said supporting rods. A method for producing said cavity-type member is also disclosed.
Description
Technical field
The present invention relates to a kind of mould of Cavity structural member and method of producing Cavity structural member of producing.
Background technology
The mould of producing Cavity structural member at present is few, but as applying for a patent of " a kind of die-shell component forming die " just has 43 more than, its same section is " comprise side form face 1, bed die face 2; side form face 1 and bed die face 2 surround former; the side form face 1 and the bed die face 2 of former are made of template 3; former is made up of 3 amalgamations of at least two templates, template 3 is in the rotation angle position amalgamation of die face, is provided with split unit 4 at the rotation angle position of amalgamation ".Different is, " at least one of side form face 1 or bed die face 2 be provided with at least one convex configuration 5 or the concave configuration 6 at least a " (the seeing that application number is 200410001741.8,200410002647.4,200410002648.5 patent application) that has." at least one of side form face 1 or bed die face 2 be provided with at least one convex configuration 5 or the concave configuration 6 at least a " (the seeing that application number is 200410001742.2 patent application) that has." in the template 3 of the bed die face 2 of former, at least one template that can enlarge or dwindle the die face area being arranged " (the seeing that application number is 200410001745.6 patent application) that has." at least one die face is provided with movable or dismountable die face 5 that at least one movable or dismountable template 3 forms " (the seeing that application number is 200410001745.6 patent application) that has." split unit 4 is rotating split unit 4 " (seeing that application number is the patent application of 200410002646.x)." former is provided with bracing frame 5 " (seeing that application number is 200410002649.3 patent application).Above-mentioned application all has bed die face 2, all places design that forms the member reinforcing bar and the design of pouring into a mould cover plate on the side form, because the bed die face is arranged, production, making and the demoulding are all not too convenient, and can't make the member one-shot forming, firm connection.
Summary of the invention
The objective of the invention is at above-mentioned present situation, aim to provide that a kind of simple in structure, moulding is fast, the easily demoulding, the mould of easy to operate a kind of Cavity structural member and the method for producing Cavity structural member.
The implementation of the object of the invention is, a kind of mould of Cavity structural member is made of two pairs or more side plate, and every block of side plate has several notches 3 up and down, connects with connector between adjacent side plates.
A kind of mould of Cavity structural member is produced the method for Cavity structural member, and concrete steps are as follows:
1) select smooth hard place, smear interleaving agent above, smear releasing agent in each template inboard,
2) with the connector amalgamation side plate between adjacent side plates, be the Cavity structural member shape in the side plate, cloth bar-mat reinforcement 13 in the bottom plate rabbet 3 of side plate, inwardly cast concrete constitutes the Cavity structural member base plate,
3) respectively every skirt walls by putting put more energy into net or cloth, on put more energy into net or cloth, whitewash cement mortar again, constitute the sidewall of Cavity structural member,
4) cover plate of prefabricated cavity member,
5) reinforcing bar 13 that prefabricated cover plate is stayed outward places on the notch on side plate top, and with mortar or other bonded adhesives that cover plate and each side plate is bonding firm, form removal promptly constitutes required Cavity structural member.
The another kind of method of using this mould to produce Cavity structural member, concrete steps are as follows:
2) select smooth hard place, smear interleaving agent above, smear releasing agent in each template inboard,
2) with the connector amalgamation side plate between adjacent side plates, be the Cavity structural member shape in the side plate, cloth bar-mat reinforcement 13 in the bottom plate rabbet 3 of side plate, inwardly cast concrete constitutes the Cavity structural member base plate,
3) respectively every skirt walls by putting put more energy into net or cloth, on put more energy into net or cloth, whitewash cement mortar again, constitute the sidewall paneling of Cavity structural member,
4) support stick 11 is inserted in the bar-inserting hole 4, flat die plate 12 is layered on the support stick 11, cloth bar-mat reinforcement 13 in the upper notch 3 of side plate, and cast concrete on flat die plate 12 constitutes the Cavity structural member cover plate,
5) extract support stick 11 out, Cavity structural member sealing, that have reinforcing bar is promptly produced in form removal.
This forming die structure is simple, moulding fast, the easily demoulding, easy to operate, and this production method is simple, with Cavity structural member reliable in quality, the intensity height of the present invention's production.
Description of drawings
Fig. 1 is for there being two pairs of side plates, and side plate does not close up, the schematic diagram of this forming die structure when not placing flat die plate
Fig. 2 is this forming die structure schematic diagram when not placing flat die plate
Fig. 3 is the connection status figure between side plate 1 and 2
Fig. 4 is for there being two pairs of side plates, and a pair of have bar-inserting hole 4, support stick 11, this a forming die structure schematic diagram of support stick 11 upper berth flat die plates 12
Fig. 5 is the structural representation with the Cavity structural member of mould production shown in Figure 4
Fig. 6 a is an one of angle special-shaped mould that re-entrant angle an is arranged structural representation
Fig. 6 b is an one of face special-shaped mould that concave arc an is arranged structural representation
Fig. 6 c is an one of face special-shaped mould that the oblique angle an is arranged structural representation
Fig. 6 d is a hexagon forming die structure schematic diagram
The specific embodiment
It is quadrangle, pentagon, hexagon, octagon or circle that each side plate connects the shape that surrounds.If any 2 pairs of side plates, then constitute the quadrangle cavity; If any 3 pairs of side plates, then constitute the hexagonal cavities shown in Fig. 6 d; If any four pairs of side plates, then constitute octagonal cavity; If any the arc side plate more than two pairs, then constitute circular cavity.It is up big and down small, up-small and down-big or big together up and down that each side plate connects the section shape that surrounds.
With reference to Fig. 1,2,3, this mould is made of two pairs of side plates 1 and 2, and every block of side plate has several notches 3 up and down, and side sheet room connects with connector.With reference to Fig. 4, this mould is made of two pairs of side plates 1 and 2, and every block of side plate has several notches 3 up and down, and side sheet room connects with connector, and bar-inserting hole 4 is arranged at pair of side plates 1 top, and support stick 11 inserts in the bar-inserting hole 4, and flat die plate 12 is layered on the support stick 11.
The more than one angle or the more than one face of mould have re-entrant angle, concave arc or oblique angle.Can constitute special-shaped cavity shown in Fig. 6 a as the side plate more than four pairs, it has the breach of square or rectangular at rectangular 1 angle, and to satisfy when laying floor, square column, pipe well etc. can stick in the breach; Also can constitute the special-shaped cavity shown in Fig. 6 b, rectangular 1 face has concave arc, and circular abutment, pipe well etc. can stick in the breach; Also can constitute the special-shaped cavity shown in 6c, i.e. pentagon cavity, hypotenuse shape column, pipe well etc. can stick in the breach.
With reference to Fig. 4, this mould is made of two pairs of side plates 1 and 2, and every block of side plate has several notches 3 up and down, and side sheet room connects with connector, and bar-inserting hole 4 is arranged at pair of side plates 1 top, and support stick 11 inserts in the bar-inserting hole 4, and flat die plate 12 is layered on the support stick 11.
With reference to Fig. 1,2,3,4, interpleural connector is holddown groove 5 on the adjacent side plate 1 and the rotating fastener 8 that can stick into holddown groove 5 on another side plate 2, and during the side plate splicing, rotating fastener 8 rotates, and can insert in the holddown groove 5.
For strengthening interpleural connection and accurate location, interpleural connector also has alignment pin 7 on the adjacent side plate 2 and the pin-and-hole 6 on another side plate 1.
Be to strengthen the intensity of side plate, the upper and lower notch of every block of side plate is upper and lower horizontal stiffener 9 and vertical stiffener 10.
With the method for this mould production Cavity structural member as shown in Figure 5, concrete steps are as follows:
1) select smooth hard place, smear interleaving agent above, smear releasing agent in each side form inboard,
2) the rotating fastener 8 with pair of side plates inserts in another holddown groove 5 to side plate, and the alignment pin of pair of side plates inserts in other pin-and-hole 6 to side plate, places bar-mat reinforcement 13 in the bottom plate rabbet 3 of side plate, inside cast concrete, to design thickness, constitute the Cavity structural member base plate
3) put more energy into or cloth by putting net every skirt walls respectively, on put more energy into net or cloth, whitewash cement mortar again, constitute the sidewall of Cavity structural member,
4) support stick 11 is inserted in the bar-inserting holes 4, flat die plate 12 is layered on the support stick 11, places bar-mat reinforcement 13 to the upper notch 3 of side plate in, cast concrete on flat die plate 12, to flush above the side plate, formation Cavity structural member cover plate,
5) extract support stick 11 out, loosening rotating fastener 8 produces it from holddown groove 5, and alignment pin is deviate from from pin-and-hole 6, takes off two pairs of templates, promptly produces Cavity structural member as shown in Figure 5.
Production is as follows with the concrete steps of the Cavity structural member of prefabricated cover plate:
1) select smooth hard place, smear interleaving agent above, smear releasing agent in each template inboard,
2) with the connector amalgamation side plate between adjacent side plates, be the Cavity structural member shape in the side plate, place bar-mat reinforcement 13 in the bottom plate rabbet 3 of side plate, inwardly cast concrete constitutes the Cavity structural member base plate,
3) respectively every skirt walls by putting put more energy into net or cloth, on put more energy into net or cloth, whitewash cement mortar again, constitute the side plate of Cavity structural member,
4) prefabricated cavity member cover plate,
5) reinforcing bar 13 that prefabricated cover plate is stayed outward places on the notch 3 on side plate top, it is firm with cement mortar or other bonded adhesives cover plate to be connected with each side plate, loosening rotating fastener 8, it is produced from holddown groove 5, alignment pin is deviate from from pin-and-hole 6, take off two pairs of templates, promptly produce as shown in Figure 5, cover plate is the Cavity structural member of prefabricated component.
The base plate of Cavity structural member also can adopt prefabricated component except that above-mentioned described cast-in-place, as long as the reinforcing bar 13 that prefabricated panel is stayed outward places in the notch 3 of side plate bottom, all the other steps are the same.
Every skirt walls is that glass cloth, nylon wire, plastic wire, steel wire, bar-mat reinforcement or other have the screen cloth of reinforcement by put more energy into net or the cloth of putting.
The Cavity structural member that the present invention produces is used to build armored concrete cavity floor, body of wall, bridge, harbour, or other needs the building sides with the Cavity structural member laying.During laying, Cavity structural member is neat with the certain rule discharging, place reinforcing bar in the gap between Cavity structural member and Cavity structural member, and disturbing concrete, form required cavity flooring or wall.
Claims (10)
1, the method for a kind of mould of Cavity structural member and production Cavity structural member is characterized in that being made of two pairs or more side plate, and every upper and lower several notches (3) that have of side plate connect with connector between adjacent side plates.
2, the mould of a kind of Cavity structural member according to claim 1 is characterized in that bar-inserting hole (4) is arranged at least one pair of side plate top, and support stick (11) inserts in the bar-inserting hole (4), and flat die plate (12) is layered on the support stick (11).
3, the mould of a kind of Cavity structural member according to claim 1 is characterized in that interpleural connector is holddown groove (5) on the adjacent side plate and the rotating fastener (8) that can stick into holddown groove on another side plate.
4, the mould of a kind of Cavity structural member according to claim 1 is characterized in that interpleural connector is alignment pin (7) on the adjacent side plate and the pin-and-hole (6) on another side plate.
5, the mould of a kind of Cavity structural member according to claim 1 is characterized in that the more than one angle of mould or more than one face have re-entrant angle, concave arc or oblique angle.
6, the mould of a kind of Cavity structural member according to claim 1, it is characterized in that the upper and lower notch of every block of side plate is upper and lower has horizontal stiffener (9) and a vertical stiffener (10).
7, the mould of a kind of Cavity structural member according to claim 1 is characterized in that it is quadrangle, pentagon, hexagon, octagon or circle that each side plate connects the cavity that surrounds, and the cavity section is up big and down small, up-small and down-big, or up and down with big.
8, the mould of the described a kind of Cavity structural member of claim 1 is produced the method for Cavity structural member, it is characterized in that concrete steps are as follows:
1) select smooth hard place, smear interleaving agent above, smear releasing agent in each template inboard,
2) with the connector amalgamation side plate between adjacent side plates, be the Cavity structural member shape in the side plate, cloth bar-mat reinforcement (13) in the bottom plate rabbet (3) of side plate, inwardly cast concrete constitutes the Cavity structural member base plate,
3) respectively every skirt walls by putting put more energy into net or cloth, on put more energy into net or cloth, whitewash cement mortar again, constitute the sidewall of Cavity structural member,
4) cover plate of prefabricated cavity member,
5) reinforcing bar that prefabricated cover plate is stayed outward (13) places on the notch on side plate top, and with mortar or other bonded adhesives that cover plate and each side plate is bonding firm, form removal promptly constitutes required Cavity structural member.
9, the mould of the described a kind of Cavity structural member of claim 2 is produced the method for Cavity structural member, it is characterized in that concrete steps are as follows:
1) select smooth hard place, smear interleaving agent above, smear releasing agent in each template inboard,
2) with the connector amalgamation side plate between adjacent side plates, be the Cavity structural member shape in the side plate, cloth bar-mat reinforcement (13) in the bottom plate rabbet (3) of side plate, inwardly cast concrete constitutes the Cavity structural member base plate,
3) respectively every skirt walls by putting put more energy into net or cloth, on put more energy into net or cloth, whitewash cement mortar again, constitute the sidewall paneling of Cavity structural member,
4) support stick (11) is inserted in the bar-inserting hole (4), flat die plate (12) is layered on the support stick (11), and cloth bar-mat reinforcement (13) in the upper notch (3) of side plate is gone up cast concrete to flat die plate (12), constitutes the Cavity structural member cover plate,
5) extract support stick (11) out, Cavity structural member sealing, that have reinforcing bar is promptly produced in form removal.
10, produce the method for Cavity structural member according to the mould of claim 7 or 9 described a kind of Cavity structural members, it is characterized in that every skirt walls is glass cloth, nylon wire, plastic wire, steel wire, bar-mat reinforcement or the screen cloth that reinforcement is arranged by put more energy into net or the cloth of putting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610019783 CN1903537A (en) | 2006-08-01 | 2006-08-01 | Mould for forming cavity parts, and method for producing said parts |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200610019783 CN1903537A (en) | 2006-08-01 | 2006-08-01 | Mould for forming cavity parts, and method for producing said parts |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN1903537A true CN1903537A (en) | 2007-01-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200610019783 Pending CN1903537A (en) | 2006-08-01 | 2006-08-01 | Mould for forming cavity parts, and method for producing said parts |
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| Country | Link |
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| CN (1) | CN1903537A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101905483A (en) * | 2009-06-04 | 2010-12-08 | 邱则有 | Forming die of thin-wall hollow member |
| CN102356203A (en) * | 2009-02-27 | 2012-02-15 | 吉温特有限公司 | Wall element and method of manufacturing same |
| CN106142302A (en) * | 2015-03-24 | 2016-11-23 | 济南城建集团有限公司 | The particular manufacturing craft of a kind of processing cable ditch prefabricated component and processing method thereof |
| CN106182362A (en) * | 2016-08-22 | 2016-12-07 | 中国农业大学 | A kind of die assembly for making concrete slit floor and application thereof |
| CN108412102A (en) * | 2018-05-16 | 2018-08-17 | 周盼 | A kind of one-time formed hollow floor core model mold and its application method |
| CN108414304A (en) * | 2017-10-11 | 2018-08-17 | 同济大学 | A kind of mold and method made for coupled shear-flow test joint samples |
| CN108656318A (en) * | 2018-05-16 | 2018-10-16 | 周盼 | A kind of one-time formed hollow floor core model mold and its application method with chamfering |
| CN110103324A (en) * | 2019-05-08 | 2019-08-09 | 苏州良浦住宅工业有限公司 | A kind of wallboard class assembled side mold structure |
| CN112536912A (en) * | 2020-12-08 | 2021-03-23 | 王光顺 | Production method of building assembly member |
-
2006
- 2006-08-01 CN CN 200610019783 patent/CN1903537A/en active Pending
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102356203A (en) * | 2009-02-27 | 2012-02-15 | 吉温特有限公司 | Wall element and method of manufacturing same |
| CN101905483A (en) * | 2009-06-04 | 2010-12-08 | 邱则有 | Forming die of thin-wall hollow member |
| CN106142302A (en) * | 2015-03-24 | 2016-11-23 | 济南城建集团有限公司 | The particular manufacturing craft of a kind of processing cable ditch prefabricated component and processing method thereof |
| CN106182362A (en) * | 2016-08-22 | 2016-12-07 | 中国农业大学 | A kind of die assembly for making concrete slit floor and application thereof |
| CN106182362B (en) * | 2016-08-22 | 2018-05-29 | 中国农业大学 | A kind of die assembly and its application for being used to make concrete slit floor |
| CN108414304A (en) * | 2017-10-11 | 2018-08-17 | 同济大学 | A kind of mold and method made for coupled shear-flow test joint samples |
| CN108412102A (en) * | 2018-05-16 | 2018-08-17 | 周盼 | A kind of one-time formed hollow floor core model mold and its application method |
| CN108656318A (en) * | 2018-05-16 | 2018-10-16 | 周盼 | A kind of one-time formed hollow floor core model mold and its application method with chamfering |
| CN108656318B (en) * | 2018-05-16 | 2023-09-05 | 周盼 | One-step formed hollow floor core mold with chamfer angles and use method thereof |
| CN108412102B (en) * | 2018-05-16 | 2023-09-05 | 周盼 | One-step formed hollow floor core mold and use method thereof |
| CN110103324A (en) * | 2019-05-08 | 2019-08-09 | 苏州良浦住宅工业有限公司 | A kind of wallboard class assembled side mold structure |
| CN112536912A (en) * | 2020-12-08 | 2021-03-23 | 王光顺 | Production method of building assembly member |
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Open date: 20070131 |