CN105034161A - Production method and die of prefabricated supporting sleeve used in cooperation with split bolt - Google Patents
Production method and die of prefabricated supporting sleeve used in cooperation with split bolt Download PDFInfo
- Publication number
- CN105034161A CN105034161A CN201510406882.6A CN201510406882A CN105034161A CN 105034161 A CN105034161 A CN 105034161A CN 201510406882 A CN201510406882 A CN 201510406882A CN 105034161 A CN105034161 A CN 105034161A
- Authority
- CN
- China
- Prior art keywords
- die
- mould
- concrete
- sleeve pipe
- support sleeve
- 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.)
- Pending
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/70—Methods or machines specially adapted for the production of tubular articles by building-up from preformed elements
- B28B21/74—Producing pipe bends, sockets, sleeves; Moulds therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/02—Methods or machines specially adapted for the production of tubular articles by casting into moulds
- B28B21/04—Methods or machines specially adapted for the production of tubular articles by casting into moulds by simple casting, the material being neither positively compacted nor forcibly fed
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B21/00—Methods or machines specially adapted for the production of tubular articles
- B28B21/70—Methods or machines specially adapted for the production of tubular articles by building-up from preformed elements
- B28B21/72—Producing multilayer tubes
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
- Devices For Post-Treatments, Processing, Supply, Discharge, And Other Processes (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a production die of a prefabricated supporting sleeve used in cooperation with a split bolt. The production die is formed by connecting two same die assemblies through a hinge side by side. The die comprises a die body, a plurality of shape setting die plates located in the die body and communicated with one another, and a fixing pipe groove. Each shape setting die plate is composed of a middle and two ends. Each end is of a frustum-shaped amplification head structure with the shape same as that of the corresponding middle. Each frustum-shaped amplification head structure is composed of a cone body and an end column body. Die releasing agents are painted to the interior of the die, concrete or pebble mortar with the weight of pebbles gradually decreased is poured, a PVC thin-walled pipe is pressed into the pipe groove, the die is closed, after the die removing strength is achieved, the die is opened, the prefabricated supporting sleeve is taken out, the PVC thin-walled pipe is cut off along the end of the prefabricated supporting sleeve, and the prefabricated supporting sleeve is manufactured. The die is simple in structure, convenient to operate and easy to master. A method is high in construction speed, the prefabricated supporting sleeve can be prefabricated on a construction site, mass production can also be performed in a prefabrication factory, and the concrete slurry leakage problem is effectively solved.
Description
Technical field
The concrete wall template that the invention belongs to non-waterproof position installs reinforcement construction technology field, specifically a kind of production method of the precast support sleeve pipe coordinating split bolt to use and mould thereof.
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.
Summary of the invention
For solving the problems of the technologies described above, the invention provides a kind of production method and mould thereof of the precast support sleeve pipe coordinating split bolt to use.
The present invention 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 present invention produces.
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 present invention produces.
Tool of the present invention 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, technical scheme of the present invention is further described, but protection scope of the present invention 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 present invention, 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 (5)
1. a production mould for the precast support sleeve pipe coordinating split bolt to use, 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.
5. the production method of the precast support sleeve pipe coordinating split bolt to use, it is characterized in that, 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510406882.6A CN105034161A (en) | 2015-07-13 | 2015-07-13 | Production method and die of prefabricated supporting sleeve used in cooperation with split bolt |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510406882.6A CN105034161A (en) | 2015-07-13 | 2015-07-13 | Production method and die of prefabricated supporting sleeve used in cooperation with split bolt |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105034161A true CN105034161A (en) | 2015-11-11 |
Family
ID=54441414
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510406882.6A Pending CN105034161A (en) | 2015-07-13 | 2015-07-13 | Production method and die of prefabricated supporting sleeve used in cooperation with split bolt |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105034161A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110861189A (en) * | 2019-11-19 | 2020-03-06 | 金杯电工衡阳电缆有限公司 | Reusable conductor joint die and production method of joint die body thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB630301A (en) * | 1947-06-23 | 1949-10-10 | Cellactite & British Uralite L | Improvements in and connected with the manufacture of pipes and other articles from fibrous cement composition |
| FR2710285A1 (en) * | 1993-09-24 | 1995-03-31 | Plattard Sa | Method of manufacture of slotted gutter (drainage channel) elements |
| CN2635812Y (en) * | 2003-08-28 | 2004-08-25 | 深圳東洋旺和實業有限公司 | Construction structure for concrete form and separated conic shape hoop |
| CN2929057Y (en) * | 2006-07-06 | 2007-08-01 | 中建八局第二建设有限公司 | Counter pull bolt complete set device capable of repeatedly using |
| CN101566008A (en) * | 2008-04-21 | 2009-10-28 | 赵企跃 | Concrete port bracing and preparation method thereof and special module |
| JP4527899B2 (en) * | 2001-04-13 | 2010-08-18 | 日本ゼニスパイプ株式会社 | Method for manufacturing concrete pipe |
| EP2821194A1 (en) * | 2013-07-03 | 2015-01-07 | Kijlstra B.V. | Method and mould for casting a concrete tube |
| CN204977017U (en) * | 2015-07-13 | 2016-01-20 | 江苏南通三建集团有限公司 | Prefabricated support sleeve's that cooperation split bolt used production mould |
-
2015
- 2015-07-13 CN CN201510406882.6A patent/CN105034161A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB630301A (en) * | 1947-06-23 | 1949-10-10 | Cellactite & British Uralite L | Improvements in and connected with the manufacture of pipes and other articles from fibrous cement composition |
| FR2710285A1 (en) * | 1993-09-24 | 1995-03-31 | Plattard Sa | Method of manufacture of slotted gutter (drainage channel) elements |
| JP4527899B2 (en) * | 2001-04-13 | 2010-08-18 | 日本ゼニスパイプ株式会社 | Method for manufacturing concrete pipe |
| CN2635812Y (en) * | 2003-08-28 | 2004-08-25 | 深圳東洋旺和實業有限公司 | Construction structure for concrete form and separated conic shape hoop |
| CN2929057Y (en) * | 2006-07-06 | 2007-08-01 | 中建八局第二建设有限公司 | Counter pull bolt complete set device capable of repeatedly using |
| CN101566008A (en) * | 2008-04-21 | 2009-10-28 | 赵企跃 | Concrete port bracing and preparation method thereof and special module |
| EP2821194A1 (en) * | 2013-07-03 | 2015-01-07 | Kijlstra B.V. | Method and mould for casting a concrete tube |
| CN204977017U (en) * | 2015-07-13 | 2016-01-20 | 江苏南通三建集团有限公司 | Prefabricated support sleeve's that cooperation split bolt used production mould |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110861189A (en) * | 2019-11-19 | 2020-03-06 | 金杯电工衡阳电缆有限公司 | Reusable conductor joint die and production method of joint die body thereof |
| CN110861189B (en) * | 2019-11-19 | 2021-07-23 | 金杯电工衡阳电缆有限公司 | Reusable conductor joint die and production method of joint die body thereof |
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 | |
| CN109098434A (en) | Shear wall with short piers mold method | |
| CN201981780U (en) | Mold for manufacturing of cylindrical structures | |
| CN205875736U (en) | Sectional type shear force wall is to drawing sealing screw | |
| CN208343121U (en) | Prefabricated assembled steel structure concrete wallboard mould | |
| CN102635230B (en) | The formwork for placing of large methane tank body and casting method | |
| CN204977017U (en) | Prefabricated support sleeve's that cooperation split bolt used production mould | |
| CN212689569U (en) | Chiseling-free constructional column horn mouth shaping mold | |
| CN213390464U (en) | Gutter inlet forming tool | |
| 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 | |
| CN102303351B (en) | Method for manufacturing once pouring-molded T-shaped beam | |
| CN214266076U (en) | Make things convenient for concrete prefabricated part mould of drawing of patterns | |
| CN104912034A (en) | Plugging method and device for hydraulic structure tie rod hole | |
| CN212027114U (en) | Building templates for construction | |
| CN205077594U (en) | Enhancement mode five -way plastic check well | |
| CN203905326U (en) | Construction form for construction of roof exhaust pipe piers | |
| CN105965681A (en) | Vertical pouring and fast homogenizing device and method for pipe cores of PCCPs | |
| CN204940843U (en) | Reinforcement system installed by non-waterproof position wall form split bolt and precast support sleeve pipe | |
| CN206319587U (en) | The making mould of concrete floor | |
| CN207310186U (en) | A kind of water channel gool side leads to prefabricated-member mould | |
| CN205766777U (en) | PCCP tube core is vertical pours quick homogenizing device | |
| CN210880155U (en) | Reinforced assembly type building forming die | |
| CN205033367U (en) | Drawing of patterns component |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Applicant after: Jiangsu Nantong three construction group Limited by Share Ltd Address before: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Applicant before: Jiangsu Nantong No.3 Construction Group Co., Ltd. |
|
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20151111 |