CN202073227U - Novel combined type reinforced concrete inner mold - Google Patents
Novel combined type reinforced concrete inner mold Download PDFInfo
- Publication number
- CN202073227U CN202073227U CN2011201190024U CN201120119002U CN202073227U CN 202073227 U CN202073227 U CN 202073227U CN 2011201190024 U CN2011201190024 U CN 2011201190024U CN 201120119002 U CN201120119002 U CN 201120119002U CN 202073227 U CN202073227 U CN 202073227U
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- body tube
- semi
- combined type
- novel combined
- concrete internal
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Abstract
The utility model discloses a novel combined type reinforced concrete inner mold belonging to a building structure form. The novel combined type reinforced concrete is characterize in that a concrete inner mold consisting of an upper half cylinder and a lower half cylinder is arranged, two ends of the walls of the upper half cylinder and the lower half cylinder are respectively provided with a pair of support base feet, corresponding side lugs are arranged on the side edges of the upper half cylinder and the lower half cylinder, and are provided with side lug locking buckle, and long grooves are arranged beside the side lugs at two ends of the upper half cylinder and the lower half cylinder. In the utility model, as the concrete inner mold is designed to be in a shape with the side lugs, and is combined by the upper half cylinder and the lower half cylinder, thus not only simplifying the structure, but also being simple in processing, and convenient and reliable in transportation. More importantly, the novel combined type reinforced concrete inner mold is convenient in construction, high in mounting efficiency, and firm and reliable in fixation, so that the novel combined reinforcing steel bar inner mold is a novel product which is high in strength, light in weight and not easy to damage.
Description
Technical field
The utility model relates to the form of building structure, a kind of specifically novel combined type reinforcing bar concrete internal mold.
Background technology
Steel bar concrete internal model structure in the building structure has become architecture structure form widely because raw material are extensive, technology maturation, cheap.The steel bar concrete internal model structure comprises form of structure such as bent structure, frame construction, and its house face structure is generally the structure of beam slab.Concrete beam-slab structure is because own wt is big, with the increase of difference span, the corresponding increase of the size of beam and slab structure.For this reason, adopt the hollow building cover structure can save Laminate construction thickness, under the constant situation of floor height, can increase the headroom of building, under the constant situation of headroom, can reduce the floor height in house, thereby save construction costs.Simultaneously because floor is a hollow-core construction, multinomial performances such as its insulation, heat insulation, vibration isolation, sound insulation all have raising in various degree.Use the structure of concrete internal mold simultaneously, both be convenient to piping erection, again energy-conserving and environment-protective.In addition, because smooth at the bottom of the plate, the house can cut off flexibly, and is easy to use.
Existing steel bar concrete internal mold, the application of its form of structure have the permanent concrete internal mold that uses in the middle of beam, plate, the post etc., the macromolecular material that the main application performance of its material is good.Though it is in light weight that existing material has possessed, improve the advantages such as performance of multinomial structure, its structure is mainly whole cylindrical shell shape, or is combined into whole cylindrical shell shape by splicing, bonding mode.Especially the combination of splicing or bonding mode has: complex structure, and technology is loaded down with trivial details, and the stent foot in its structure and anchor clamps mouth etc. is easy to many problems such as impaired in transportation.
The utility model content
In order to overcome the defective in the existing product use, the purpose of this utility model is will provide a kind of simple in structure, easy construction, the installation efficiency height, fixation is reliable, anti-floating, strong shock resistance, the intensity height, in light weight, a kind of novel combined type reinforcing bar concrete internal mold of cracky not.
The technical scheme that its technical problem that solves the utility model adopts is: a kind of novel combined type reinforcing bar concrete internal mold, it is characterized in that: by a concrete internal mold of being made up of upper semi-body tube and lower semi-body tube, two of the barrels of upper semi-body tube and lower semi-body tube all are provided with a pair of supporting footing; All be provided with corresponding picking up the ears on the side of upper semi-body tube and lower semi-body tube, pick up the ears to be provided with the snap close of picking up the ears, two other elongate recesses that offer of picking up the ears of upper semi-body tube and lower semi-body tube.
The concrete internal mold that described upper semi-body tube and lower semi-body tube are formed is to implement locking by male and fomale(M﹠F) staggered on the contact surface between upper semi-body tube and the lower semi-body tube to cooperate, and then realizes merging combination.
Supporting footing on described upper semi-body tube and the lower semi-body tube is that two terminations respectively have a pair of supporting footing symmetrically and evenly; The surface of supporting footing is provided with the protruding peak of protrusion.
The inner face of described upper semi-body tube and lower semi-body tube is provided with 2～12 reinforcing ribs.
Picking up the ears on described upper semi-body tube and the lower semi-body tube side monolaterally respectively has 2～18.
Two in described upper semi-body tube and lower semi-body tube are picked up the ears the other elongate recesses of offering in limit can be in arbitrary limit opening setting on two limits of picking up the ears, and upper semi-body tube and lower semi-body tube are of the same size, and elongate recesses is as using voussoir to implement the location of the isolation of fixed range between corresponding two concrete internal molds side by side.Described voussoir length is 3～12 centimeters.
The upper semi-body tube of product of the present utility model and lower semi-body tube only need just can process (one of them of upper semi-body tube and lower semi-body turned round turnback during assembling, just can be connected with another merging) with one pair of mould.Finished product of the present utility model can overlap and transport.As long as upper semi-body tube and lower semi-body tube aimed at pick up the ears to merge lid and form a concrete internal mold together, retrotorsion 90 degree just can be locked upper semi-body tube and lower semi-body tube in the snap close of will picking up the ears again buckled into and picks up the ears when this product was installed.Simultaneously, aiming at elongate slots between the mounted concrete internal mold side by side, carry out equidistant isolation with voussoir again.
The beneficial effects of the utility model are: since the utility model with the concrete internal mold be designed to have pick up the ears shape, by two and half combination of upper semi-body tube and lower semi-body tube, thereby not only simplify the structure, and processing technology is simple, convenient transportation, reliable.The more important thing is product easy construction of the present utility model, the installation efficiency height, fixation is reliable, and therefore, the utility model is a kind of intensity height, and is in light weight, not the novel product of cracky.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further described.
Fig. 1 is the topology view after the utility model assembling.
Fig. 2 is the topology view of the utility model upper semi-body tube (lower semi-body tube).
Fig. 3 is the utility model buckle structure view of picking up the ears.
Fig. 4 is the topology view of the utility model voussoir.
Among the figure: 1 upper semi-body tube, 2 lower semi-body tubes, 3 pick up the ears, 4 snap closes of picking up the ears, 5 elongate recesses, 6 voussoirs, 7 reinforcing ribs, 8 supporting footing.
The specific embodiment
Embodiment 1:
See also each view, by a concrete internal mold of being made up of upper semi-body tube 1 and lower semi-body tube 2, two of the barrels of upper semi-body tube 1 and lower semi-body tube 2 all are provided with a pair of supporting footing 8; What all be provided with three correspondences on the side of upper semi-body tube 1 and lower semi-body tube 2 is monolateral picks up the ears 3, picks up the ears 3 to be provided with the snap close 4 of picking up the ears two other elongate recesses 5 that offer of picking up the ears of upper semi-body tube 1 and lower semi-body tube 2.
The surface of described supporting footing 8 is provided with the protruding peak of protrusion.
The inner face of described upper semi-body tube and lower semi-body tube is provided with 5 horizontal reinforcing ribs 7.
2 two in described upper semi-body tube 1 and the lower semi-body tube other elongate recesses of offering 5 in 3 limits of picking up the ears is arranged on 3 the inboard of picking up the ears, and elongate recesses 5 being set on upper semi-body tube 1 and lower semi-body tube 2 is of the same size, and elongate recesses 5 is as the location of using voussoir 6 to implement the isolation of fixed ranges between corresponding two concrete internal molds side by side.
Claims (7)
1. novel combined type reinforcing bar concrete internal mold, it is characterized in that: by a concrete internal mold of being made up of upper semi-body tube and lower semi-body tube, two of the barrels of upper semi-body tube and lower semi-body tube all are provided with a pair of supporting footing; All be provided with corresponding picking up the ears on the side of upper semi-body tube and lower semi-body tube, pick up the ears to be provided with the snap close of picking up the ears, two other elongate recesses that offer of picking up the ears of upper semi-body tube and lower semi-body tube.
2. a kind of novel combined type reinforcing bar concrete internal mold according to claim 1, it is characterized in that: the concrete internal mold that described upper semi-body tube and lower semi-body tube are formed, be to implement locking by male and fomale(M﹠F) staggered on the contact surface between upper semi-body tube and the lower semi-body tube to cooperate, then realize merging combination.
3. a kind of novel combined type reinforcing bar concrete internal mold according to claim 1 is characterized in that: the supporting footing on described upper semi-body tube and the lower semi-body tube is that two terminations respectively have a pair of supporting footing symmetrically and evenly; The surface of supporting footing is provided with the protruding peak of protrusion.
4. a kind of novel combined type reinforcing bar concrete internal mold according to claim 1, it is characterized in that: the inner face of described upper semi-body tube and lower semi-body tube is provided with 2～12 reinforcing ribs.
5. a kind of novel combined type reinforcing bar concrete internal mold according to claim 1 is characterized in that: picking up the ears on described upper semi-body tube and the lower semi-body tube side monolaterally respectively has 2～18.
6. a kind of novel combined type reinforcing bar concrete internal mold according to claim 1, it is characterized in that: two in described upper semi-body tube and lower semi-body tube are picked up the ears the other elongate recesses of offering in limit can be in arbitrary limit opening setting on two limits of picking up the ears, and upper semi-body tube and lower semi-body tube are of the same size.
7. a kind of novel combined type reinforcing bar concrete internal mold according to claim 1 is characterized in that: described elongate recesses is provided with length between corresponding two concrete internal molds side by side be 3～12 centimeters voussoir.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201190024U CN202073227U (en) | 2011-04-19 | 2011-04-19 | Novel combined type reinforced concrete inner mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201190024U CN202073227U (en) | 2011-04-19 | 2011-04-19 | Novel combined type reinforced concrete inner mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202073227U true CN202073227U (en) | 2011-12-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201190024U Expired - Fee Related CN202073227U (en) | 2011-04-19 | 2011-04-19 | Novel combined type reinforced concrete inner mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202073227U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276896A (en) * | 2013-05-31 | 2013-09-04 | 湖南紫兴汇建筑材料有限公司 | Folding concrete hollow structure internal mold and manufacturing method thereof |
| CN103276897A (en) * | 2013-05-31 | 2013-09-04 | 湖南紫兴汇建筑材料有限公司 | Folding concrete tube filler inner mold and method for manufacturing same |
| CN106436998A (en) * | 2016-08-31 | 2017-02-22 | 刘海叶 | Crush-resisting anti-floating combined mandrel for hollow floor and construction method of crush-resisting anti-floating combined mandrel |
| CN109025020A (en) * | 2018-07-02 | 2018-12-18 | 谈拥军 | A kind of cast-in-situ hollow building roof composite core formwork convenient for assembling |
-
2011
- 2011-04-19 CN CN2011201190024U patent/CN202073227U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276896A (en) * | 2013-05-31 | 2013-09-04 | 湖南紫兴汇建筑材料有限公司 | Folding concrete hollow structure internal mold and manufacturing method thereof |
| CN103276897A (en) * | 2013-05-31 | 2013-09-04 | 湖南紫兴汇建筑材料有限公司 | Folding concrete tube filler inner mold and method for manufacturing same |
| CN106436998A (en) * | 2016-08-31 | 2017-02-22 | 刘海叶 | Crush-resisting anti-floating combined mandrel for hollow floor and construction method of crush-resisting anti-floating combined mandrel |
| CN109025020A (en) * | 2018-07-02 | 2018-12-18 | 谈拥军 | A kind of cast-in-situ hollow building roof composite core formwork convenient for assembling |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| DD01 | Delivery of document by public notice |
Addressee: Wu Chunjin Document name: Notification to Go Through Formalities of Registration |
|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20111214 Termination date: 20140419 |