CN204977017U - Prefabricated support sleeve's that cooperation split bolt used production mould - Google Patents
Prefabricated support sleeve's that cooperation split bolt used production mould Download PDFInfo
- Publication number
- CN204977017U CN204977017U CN201520501774.2U CN201520501774U CN204977017U CN 204977017 U CN204977017 U CN 204977017U CN 201520501774 U CN201520501774 U CN 201520501774U CN 204977017 U CN204977017 U CN 204977017U
- Authority
- CN
- China
- Prior art keywords
- mould
- support sleeve
- split bolt
- sleeve pipe
- frustum type
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Abstract
The utility model discloses a prefabricated support sleeve's that cooperation split bolt used production mould is connected through linking the hinge by two the same mould subassemblies side by side, and the mould includes the die body, is located a plurality of typical forms of mutual intercommunication and the fixed tube seat of die body, and typical forms comprises middle part and both ends, and the tip is the frustum type amplifying head structure the same with the middle part shape, and frustum type amplifying head structure comprises cone subtotal tip cylinder part. This mould structure is simple, convenient operation, easily master, has effectively solved the problem that the concrete leaks the thick liquid.
Description
Technical field
The concrete wall template that the utility model belongs to non-waterproof position installs reinforcement construction technology field, specifically a kind of production mould of the precast support sleeve pipe coordinating split bolt to use.
Background technology
Install for strengthening construction for non-waterproof position concrete wall template, the sleeve pipe of the split bolt of traditional handicraft adopts PVC plastic thin wall casing, because this casing wall thickness, material compression strength are low, too large pressure cannot be born, in order to ensure the cross-sectional width of concrete walls, beam, need to arrange reinforcing bar spacing frame or other types support separately, on the one hand, add the Meteorological of reinforcing bar and other types cushion block, economic effect is bad; On the other hand, stress system is unreasonable, the effect that reinforcing bar spacing frame or other types support holds out against template outside component, deal with improperly easily to cause outside template and rise, and split bolt compresses template to the inside, deal with improperly and template can be caused to inside contract, and split bolt and spacing frame or other type support and need to want staggered positions to install, the application point of the interior support force causing the external broach of split bolt and spacing frame and other to support, not in same point, is easy to cause template surface rough and uneven in surface; In addition, common PVC sleeve pipe, due to too small with template contacts face, inevitably leaves gap, and therefore concrete spillage phenomenon appears in position, split bolt hole, forms honeycomb and the color change at bolt hole position, has had a strong impact on concrete presentation quality.
Utility model content
For solving the problems of the technologies described above, the utility model provides a kind of production mould of the precast support sleeve pipe coordinating split bolt to use.
The utility model adopts following technical scheme: a kind of production mould of the precast support sleeve pipe coordinating split bolt to use, described mould is connected by link hinge side by side by two identical die assemblies, described mould comprises die body, is positioned at some typified forms of die body and fixing tube seat, described typified form is communicated with fixing tube seat, described typified form is made up of middle part and two ends, described end is the frustum type amplifying head structure identical with middle part shape, and described frustum type amplifying head structure is grouped into by conical section and end post body.
Preferably, described middle part cross sectional shape is regular polygon or circle, and described end is just polygon frustum type or cylinder frustum type.
Preferably, the outside up-sizing of conical section of described amplifying head structure is greater than 10mm, and cone length is 20-30mm, and described end post body length is 20-40mm.
Preferably, described die assembly side is provided with and splits mould handle.
Above-mentioned mould is adopted to produce the method for the precast support sleeve pipe that cooperation split bolt uses, comprise the steps: (1) brushing releasing agent in the typified form of mould, by concrete or subtract stone mortar and to be poured in typified form and floating, treat concrete or subtract stone mortar slightly to have intensity, PVC thin-wall circular tube put into fixing tube seat and concrete or subtract stone mortar, and by any excess concrete of spilling or subtract stone mortar and clean out; (2) mould handle is split in rotation, is closed by die body, make the concrete in the typified form of mould both sides or subtract stone mortar to combine completely by link hinge; (3) until concrete or subtract after stone mortar reaches strength of mould stripping, opened by die body, (4) take out precast support sleeve pipe, and are cut off by PVC thin-wall circular tube along precast support cannula tip with cutting tool, finally complete the making of precast support sleeve pipe.
Concrete used can adopt the low slump concrete of microlith aggregate mixing, microlith stone adopts continuous grading, and particle diameter is 5-10mm, and concrete slump is 2-3cm, when walls concrete strength grade is more than or equal to C25, adopt the precast support sleeve pipe that the utility model is produced.
Used subtract stone mortar and can adopt the low denseness mortar matched with walls concrete strength grade, sand adopts medium sand or coarse sand, consistency of mortar is 2-3cm, when walls concrete strength grade is less than or equal to C20, adopts the precast support sleeve pipe that the utility model is produced.
The utility model tool has the following advantages: this mould structure is simple, easy to operate, be easy to grasp, and speed of application is fast, can be prefabricated at the construction field (site), also this mould can be used to produce in enormous quantities at pre-fabricated factory.The precast support sleeve pipe produced by this mould not only can be combined closely in two Side Templates well under the extruding force effect of split bolt, solve the problem of the end concrete spillage of traditional single PVC sleeve pipe well, improve the presentation quality of xoncrete structure, but also concrete walls spacing reinforcing bar can be replaced completely, serve support and the effect of concrete walls body thickness spacing, ensure that thickness of wall body.Precast support sleeve pipe and split bolt with the use of, give full play to respective mechanical property, form a rational structure stress tectonic system drawing a support, stay bolt coaxial.
Accompanying drawing explanation
Fig. 1 is the top view after precast support ferrule mold two-sided is split;
Fig. 2 is the A-A profile of Fig. 1;
Fig. 3 is the B-B profile of Fig. 1;
Fig. 4 is the C-C profile of Fig. 1;
Fig. 5 is the structural representation of precast support sleeve pipe;
Fig. 6 is the side view of Fig. 5;
Fig. 7 is the top view of Fig. 5;
Fig. 8 is the D-D profile of Fig. 5;
Fig. 9 is the E-E profile of Fig. 5;
Figure 10 is the Making programme schematic diagram of precast support sleeve pipe;
Wherein, 1, split mould handle, 2, die body, 3, typified form, 4, hinge is linked, 5, fixing tube seat, 6, PVC thin-wall circular tube, 7, concrete (or subtracting stone mortar), 8, precast support sleeve pipe, 9, middle part, 10, conical section, 11, end columnar part.
Detailed description of the invention
Below in conjunction with specific embodiment, the technical solution of the utility model is further described, but protection domain of the present utility model is not limited thereto.
As shown in Figures 1 to 4, a kind of production mould of the precast support sleeve pipe coordinating split bolt to use, be provided with by two identical sides and split mould 1 die assembly of shaking hands and connected side by side by link hinge 4, this mould comprises die body 2, is positioned at some typified forms 3 of die body 2 and fixing tube seat 5, typified form 3 is communicated with fixing tube seat 5, typified form 3 is made up of middle part 9 and two ends, end is the frustum type amplifying head structure identical with middle part shape, and frustum type amplifying head structure is made up of conical section 10 and end columnar part 11.
Wherein, middle part 9 cross sectional shape is regular polygon or circle, and end is just polygon frustum type or cylinder frustum type.The present embodiment cross-sectional shapes is just many hexagons.
Preferably, the outside up-sizing of conical section 10 of amplifying head structure is greater than 10mm, and cone length is 20-30mm, and end cylinder 11 length is 20-40mm.
In the utility model, mould can adopt fiberglass, welding steel and all kinds of highstrenghtpiston.
As shown in Figures 5 to 9, by the precast support sleeve pipe 8 of above-mentioned Mold Making, its structure is: middle part is cross section is orthohexagonal column structure, two ends are cross sections is orthohexagonal frustum type amplifying head structure, entirety is the entity structure of pouring into a mould with concrete (or subtracting stone mortar) that PVC thin-wall circular tube is passed at center, PVC thin-wall circular tube and precast support sleeve pipe are in same central axis, and PVC thin-wall circular tube is through along sleeve pipe total length, end is concordant.The inner diameter size of the PVC pipe selected is greater than split bolt diameter 2mm, and the minimum wall thickness (MINI W.) of the precast support sleeve pipe of making is greater than 15mm.
As shown in Figure 10, according to the section thickness of concrete walls, and adopt the mould that above-mentioned two sides is split, the flow process making precast support sleeve pipe is as follows:
(1) brushing releasing agent in the typified form 3 of mould, low slump fine concrete (or subtracting stone mortar) 7 is poured into typified form interior and floating, treat that concrete (or subtracting stone mortar) 7 slightly has intensity, PVC thin-wall circular tube 6 is put into fixing tube seat 5 and concrete (or subtracting stone mortar) 7, and by any excess concrete of spilling or subtract stone mortar and clean out; (2) mould handle 1 is split in rotation, is closed by die body 2, make the concrete in mould both sides typified form 3 or subtract stone mortar to combine completely by link hinge 4; (3) until concrete or subtract after stone mortar reaches strength of mould stripping, opened by die body 2, (4) take out precast support sleeve pipe 8, and are cut off by PVC thin-wall circular tube 6 along precast support cannula tip with cutting tool, finally complete the making of precast support sleeve pipe 8.
Claims (4)
1. the production mould of the precast support sleeve pipe coordinating split bolt to use, it is characterized in that, described mould is connected by link hinge side by side by two identical die assemblies, described mould comprises die body, is positioned at some typified forms of die body and fixing tube seat, described typified form is communicated with fixing tube seat, described typified form is made up of middle part and two ends, described end is the frustum type amplifying head structure identical with middle part shape, and described frustum type amplifying head structure is grouped into by conical section and end post body.
2. the production mould of a kind of precast support sleeve pipe coordinating split bolt to use according to claim 1, it is characterized in that, described middle part cross sectional shape is regular polygon or circle, and described end is just polygon frustum type or cylinder frustum type.
3. the production mould of a kind of precast support sleeve pipe coordinating split bolt to use according to claim 1, it is characterized in that, the outside up-sizing of conical section of described amplifying head structure is greater than 10mm, and cone length is 20-30mm, and described end post body length is 20-40mm.
4. the production mould of a kind of precast support sleeve pipe coordinating split bolt to use according to claim 1, is characterized in that, described die assembly side is provided with splits mould handle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520501774.2U CN204977017U (en) | 2015-07-13 | 2015-07-13 | Prefabricated support sleeve's that cooperation split bolt used production mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520501774.2U CN204977017U (en) | 2015-07-13 | 2015-07-13 | Prefabricated support sleeve's that cooperation split bolt used production mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204977017U true CN204977017U (en) | 2016-01-20 |
Family
ID=55111429
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520501774.2U Active CN204977017U (en) | 2015-07-13 | 2015-07-13 | Prefabricated support sleeve's that cooperation split bolt used production mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204977017U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105034161A (en) * | 2015-07-13 | 2015-11-11 | 江苏南通三建集团有限公司 | Production method and die of prefabricated supporting sleeve used in cooperation with split bolt |
-
2015
- 2015-07-13 CN CN201520501774.2U patent/CN204977017U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105034161A (en) * | 2015-07-13 | 2015-11-11 | 江苏南通三建集团有限公司 | Production method and die of prefabricated supporting sleeve used in cooperation with split bolt |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206057056U (en) | A kind of instrument for making the prefabricated crack of concrete test block | |
| CN101182773A (en) | Railway large-bore tunnel oval-shaped table-board cap brim bias-cutting type hole-door construction method | |
| CN204385623U (en) | Sizing device mended by a kind of bridge prestress pipeline | |
| CN109098434A (en) | Shear wall with short piers mold method | |
| CN201981780U (en) | Mold for manufacturing of cylindrical structures | |
| CN108797892A (en) | A kind of fiberglass gridding enhancing concrete exempts to tear column mould and preparation method thereof open | |
| CN204977017U (en) | Prefabricated support sleeve's that cooperation split bolt used production mould | |
| CN101812882A (en) | Concrete shear wall with once-molded filling wall and manufacturing method thereof | |
| CN204493380U (en) | A kind of split bolt assembly for cast-in-situ concrete construction | |
| CN105034161A (en) | Production method and die of prefabricated supporting sleeve used in cooperation with split bolt | |
| CN110509409B (en) | Cement-based material single-face salt freezing method test mould | |
| CN103741883A (en) | Prefabricated reinforced concrete column template and making method thereof | |
| CN203876035U (en) | Precast reinforced concrete hollow column template | |
| CN205217923U (en) | Casting pig separately cast test bar forming die | |
| CN205077594U (en) | Enhancement mode five -way plastic check well | |
| CN214266076U (en) | Make things convenient for concrete prefabricated part mould of drawing of patterns | |
| CN204941567U (en) | A kind of structure accelerating construction of tunnel vault pouring concrete speed | |
| CN203887158U (en) | Easily-fractured flow gate for cleaning precision castings easily | |
| CN203092732U (en) | Mold for preparing reinforced concrete test block | |
| CN207224232U (en) | A kind of mould for pouring imitation wood stake | |
| CN204940843U (en) | Reinforcement system installed by non-waterproof position wall form split bolt and precast support sleeve pipe | |
| CN210767132U (en) | Inspection shaft chute design mould | |
| CN207402062U (en) | The detachable arbor of axial fan hub shaping | |
| CN201762993U (en) | Pipeline hole mold of cast-in-situ concrete roof board | |
| CN205033367U (en) | Drawing of patterns component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Patentee after: JIANGSU NANTONG SANJIAN CONSTRUCTION GROUP Co.,Ltd. Address before: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Patentee before: NANTONG NO.3 CONSTRUCTION GROUP Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20221101 Granted publication date: 20160120 |
|
| PP01 | Preservation of patent right |