CN2049653U - Shaping shuttering for once monolithic pouring concrete box house - Google Patents
Shaping shuttering for once monolithic pouring concrete box house Download PDFInfo
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- CN2049653U CN2049653U CN 89204576 CN89204576U CN2049653U CN 2049653 U CN2049653 U CN 2049653U CN 89204576 CN89204576 CN 89204576 CN 89204576 U CN89204576 U CN 89204576U CN 2049653 U CN2049653 U CN 2049653U
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- concrete box
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Abstract
The utility model discloses a shaping shuttering for once monolithic pouring concrete box house, which belongs to the field of manufacturing wall plates, floor plates, ceiling plates or shutterings for a roof, mould plates for a roof or work frames for a roof. The utility model is mainly composed of an inner and an outer shutterings. The inner shuttering is mainly composed of a central frame, a top shuttering, a side shuttering and an angle shuttering. The side shuttering which is in trapezoid and the angle shuttering which is in pyramid are respectively connected with the central frame by a chain rod. The outer shuttering is provided with a truss and a slide device. A bell type pentahedron concrete box house is formed by once monolithic pouring. After the box house demoulds under the help of a crane, the inner shuttering can reset automatically. The utility model has the advantages of simple structure, small size, time saving, labor saving, easy popularization, and convenient demoulding.
Description
The utility model belongs to formwork, template or the falsework field that makes wallboard, floor, ceiling or roof.
Since the fifties, and steel bar concrete case member house (hereinafter to be referred as: concrete box house) be applied more and more in many countries and regions.A concrete box house that is used for dwelling house is generally the hexahedron member as the room of common building, that is, and and top board above four sides wallboard all around reaches and following floor.When building production concrete box house, generally adopt two kinds of methods: assembly unit method and the whole method of watering.The assembly unit method is fairly simple, adopts traditional plane device of shifting block type template to build members such as Prefabricated wall board, floor and top board respectively and then is assembled into concrete box house.Though it is the assembly unit method is template used simple, must have assembly unit equipment, takes a lot of work, time-consuming, be difficult to form suitability for industrialized production, present less employing.The so-called whole method of watering, be earlier wholely to water in the concrete box house five or four sides and build with required plane institution movement assembly unit or secondary again, several multi-form concrete box houses have been caused because of production technology is different, mainly contain: bell-jar such as Fig. 1 a, fall bell-jar as Fig. 1 b and bell-jar for sleeping in shown in Fig. 1 c.Can imagine, the concrete box house of any form no matter, the inner formword that its moulding is used all is a key equipment, inner formword especially for bell-jar concrete box house, how making the template of its five faces easy, promptly spinning off from the concrete box house that five faces all seal is the direction that people study exploration for a long time.At present comparatively advanced several inner formwords generally are made up of the template of five faces and chain bar or screw mechanism, by electronic, surge, the purpose of pucker ﹠ bloat that power-equipment such as pneumatic is controlled inner formword to reach formwork and to tear (taking off) mould open, perhaps by manually-operated burst form removal and formwork successively.Their distinct disadvantage is, the inner formword structure is too complicated, consumable material is more,, rely on power-equipment during form removal and consume a large amount of artificial, therefore, case member can only be built production in the factory in the appointed condition system of perfectly giving, and what operator's technical level and sense of responsibility can directly influences template props up, tears open speed and product quality.
The purpose of this utility model is to provide, and a kind of " once whole template of watering moulding concrete box house " overcome above-mentioned shortcoming significantly.This structure of transvers plate is simple, and volume is little, and floor space is little, do not need with any electronic, surge, power-equipment such as pneumatic., form removal is quick, easy, it is a large amount of artificial not need.
The utility model is achieved through the following technical solutions: shown in Fig. 2 a Fig. 2 b, 2. 1. its structure mainly be made up of with exterior sheathing inner formword.1. inner formword is made up of central frame 1, top template 2, side template 3 and Angle formwork 4 again.Top template 2 is fixing with central frame 1, and four side templates 3 are connected with central frame 1 with chain bar 5 respectively again with four Angle formworks 4, and the activity of energy easy on and off, and the chain bar on the Angle formwork is more longer than side template cochain bar.Side template 3 is trapezoidal, and top has cantilevered plate 3a and docks with top template 2 and Angle formwork 4 levels respectively; Be pyramid with the trapezoidal Angle formworks that match 4 of side template 3, top also has cantilevered plate 4a docks with top template 2 and side template 3 levels respectively, with the butted line gradient best angle of top template 2 be 45 °.The concordant profipole that docks of two side templates 3 and Angle formwork 4 is respectively arranged on inner formword four vertical planes 1., and its oblique angle α is generally about 7 °.An exterior sheathing 2. side has truss 6, the rigidity that can increase exterior sheathing can be set up pedal and the grafting railing operating desk when building concrete again at an upper portion thereof, the bottom has carriage 7, exterior sheathing is seesawed in 3. at chute, artificial push-and-pull is laborsaving and need not power-equipment, during formwork, the exterior sheathing accurate positioning.Chute and central frame 1 bottom are fixed, and side template 3, Angle formwork 4 are shelved on the chute, 4. also are shelved on the chute at the pedestal between the inner and outer template, and 4. pedestal can guarantee that bottom, concrete box house is smooth, adjusts the height dimension that pedestal can be adjusted the concrete box again.
The detailed process of form removal is as back:
The first step is shown in Fig. 3 a, and after once the whole member that waters the bell-jar box of moulding reached demoulding strength, exterior sheathing was separated in push-and-pull, hangs member with crane then and gives for 8 four jiaos and stay suspension ring 9, and after slowly loading, top template 2 at first breaks away from the top board of case member.But side template 3 and Angle formwork 4 rise with case member under the effect of concrete adhesive power.
Second step, under the effect of chain bar 5 mechanisms, side template 3 can't continue to rise along with case member shown in Fig. 3 b, break away from member and begin to descend and reset, but this moment Angle formwork 4 still along with case member 8 continues to rise.
The 3rd step, side template 3 resetted shown in Fig. 3 c, and Angle formwork 4 also breaks away from case member 8 under the effect of chain bar 5 mechanisms begins to descend and reset.
The case member 8 complete demouldings can be landed and be deposited shown in Fig. 3 d the 4th step, and this moment, inner formword 1 resetted fully, checked that clearing up the back prepares building of next case member.Whole knockout course can be finished in a few minutes.
Advantage of the present utility model is: during form removal, at first the push-and-pull exterior sheathing makes it break away from the external surface in concrete box house, and its inner formword does not need integral body or burst dismounting artificially, only need crane gear such as crane to hang the upwards lifting of integral body in concrete box house, its inner formword can automatically reset again behind the surface by automatic disengaging concrete box building under the effect of chain linkage within doors, as shown in Figure 3.Only need a small amount of hand inspection cleaning just can carry out building of next case member then.Clearly, use this template not to be subjected to place and power-equipment condition restriction, not only can certainly build the framing component that has only four posts, eight beams and do not have any wallboard, top board giving system factory but also can building the concrete box of producing pentahedron, tetrahedron, trihedral, dihedron and a body in the simple and crude place of conditions such as construction site.If with the building of bell-jar pentahedron concrete box house component construction more than two layers, the top board of following one deck box is exactly the floor of top one deck box, so, use template of the present utility model to build concrete box house, do not need assembly unit again or secondary to water and built up hexahedron.
The utility model template can be used steel, also can use materials processings such as timber, veneer, plastic plate to make, in order preferably mainly to use the steel processing and fabricating application life of improving template equipment.
Description of drawings:
Fig. 1 a: be the bell-jar box
Fig. 1 b: be the box of falling the bell-jar
Fig. 1 c: be the bell-jar box that crouches
Fig. 2 a: be the elevation that the utility model template is mainly constructed
Fig. 2 b: be the plan view that the utility model template is mainly constructed
1. be inner formword, 2. be exterior sheathing, 3. be chute, 4. be pedestal
The 1st, central frame, the 2nd, top template, the 3rd, side template, the 4th, Angle formwork, the 5th, chain bar, the 6th, exterior sheathing truss, the 7th, external mold carriage.3a is a side template top cantilevered plate, and 4a is an Angle formwork top cantilevered plate
Fig. 3 a is a case member knockout course first step schematic diagram
Fig. 3 b is second step of a case member knockout course schematic diagram
Fig. 3 c is the 3rd step of a case member knockout course schematic diagram
Fig. 3 d is the 4th step of a case member knockout course schematic diagram
Embodiment: according to the bell-jar concrete box house of the different appearance and sizes of the requirement of building area, different wall, all available the utility model is once put in order and is watered moulding, as be used to build the template that building area commonly used is 16.5 square metres steel bar concrete box house, its main design structure can be all to adopt general steel plate processing to manufacture, and all templates that contacts with concrete all adopt the steel plate of 4-8 millimeters thick.The beam of gripper shoe face, rib, enclose purlin and manufacture with Contraband 8 channel-section steels and Contraband 14 channel-section steels respectively.The truss of exterior sheathing adopts steel pipe or other typing steels to do.The chute that exterior sheathing is used adopts Contraband 14 channel-section steels to manufacture, and the pulley of carriage slides on slide rail, and slide rail is made of steel pipe or other typing steels, and is fixed in the chute.The cross section of pedestal is that I-shaped employing steel plate or other typing steels are done.This cover template mainly is made of four exterior sheathings and corresponding chute thereof and a cover inner formword, long 4.72 meters, wide 3.04 meters of being made up of a centre frame, top template, four side templates, four Angle formworks of inner formword, high 2.55 meters cuboid.Fixing of top template and centre frame, centre frame is fixed with pedestal again, and all side templates all are connected with centre frame with the chain bar with Angle formwork and can be up and down.
Claims (3)
1, a kind of once whole template of watering moulding concrete box house, by exterior sheathing, interior template support and chain bar constitute, it is characterized in that exterior sheathing one side has truss and can set up pedal and the slotting railing operating desk when building concrete, the bottom has carriage can make exterior sheathing seesaw in chute, inner formword is by central frame, top template, side template, Angle formwork and chain bar constitute, top template and central frame are fixed, four side templates are connected with central frame with the chain bar respectively again with four Angle formworks and the activity of energy easy on and off, it is trapezoidal that side template is, Angle formwork is pyramid, top all has cantilevered plate to dock with the top template level respectively, the butt joint concordant profipole that two side templates and Angle formwork are respectively arranged on four vertical planes of inner formword, this line is oblique line, chute and central frame bottom are fixing, interior, the pedestal of establishing between the exterior sheathing also is shelved on the chute.
2, be used for once whole template of watering moulding concrete box house according to claim 1, it is characterized in that the side template of inner formword and the butt joint oblique line of Angle formwork and the angle α of vertical line are the best with 7 °.
3, as claimed in claim 1ly be used for once whole template of watering moulding concrete box house, it is characterized in that the cantilevered plate on the Angle formwork of inner formword becomes an oblique line with the horizontal butted line of top template, its gradient is the best with 45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 89204576 CN2049653U (en) | 1989-04-18 | 1989-04-18 | Shaping shuttering for once monolithic pouring concrete box house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 89204576 CN2049653U (en) | 1989-04-18 | 1989-04-18 | Shaping shuttering for once monolithic pouring concrete box house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2049653U true CN2049653U (en) | 1989-12-20 |
Family
ID=4861901
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 89204576 Withdrawn CN2049653U (en) | 1989-04-18 | 1989-04-18 | Shaping shuttering for once monolithic pouring concrete box house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2049653U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1038268C (en) * | 1994-03-26 | 1998-05-06 | 任松 | House-building method with integrally-deposited roof and wall |
| CN106088577A (en) * | 2016-08-17 | 2016-11-09 | 南阳市互联易家实业有限公司 | Energy-conserving and environment-protective armored concrete one house makes mould |
| WO2017121101A1 (en) * | 2016-01-13 | 2017-07-20 | 卓达新材料科技集团有限公司 | Mold for performing interior-to-exterior manufacturing to manufacture integrated housing unit |
| CN108638302A (en) * | 2018-08-21 | 2018-10-12 | 杜威 | A kind of scalable inner template of square chest type concrete component |
| CN109963696A (en) * | 2016-10-20 | 2019-07-02 | 莱希纳集团有限公司 | Device and method and such room modules for the integral type production including three side elements and base member and/or the room modules of ceiling element |
| CN110409810A (en) * | 2019-07-31 | 2019-11-05 | 浙江圣奥家具制造有限公司 | Clear water concrete column pours pattern system |
| CN110761490A (en) * | 2019-07-31 | 2020-02-07 | 浙江圣奥家具制造有限公司 | Construction method of clear water concrete column |
-
1989
- 1989-04-18 CN CN 89204576 patent/CN2049653U/en not_active Withdrawn
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1038268C (en) * | 1994-03-26 | 1998-05-06 | 任松 | House-building method with integrally-deposited roof and wall |
| WO2017121101A1 (en) * | 2016-01-13 | 2017-07-20 | 卓达新材料科技集团有限公司 | Mold for performing interior-to-exterior manufacturing to manufacture integrated housing unit |
| CN106088577A (en) * | 2016-08-17 | 2016-11-09 | 南阳市互联易家实业有限公司 | Energy-conserving and environment-protective armored concrete one house makes mould |
| CN109963696A (en) * | 2016-10-20 | 2019-07-02 | 莱希纳集团有限公司 | Device and method and such room modules for the integral type production including three side elements and base member and/or the room modules of ceiling element |
| CN109963696B (en) * | 2016-10-20 | 2021-05-04 | 莱希纳集团有限公司 | Device and method for the integrated production of room modules |
| US11643829B2 (en) | 2016-10-20 | 2023-05-09 | Lechner Group Gm Bh | Apparatus and method for the one-piece production of a room module having three side elements and a floor element and/or a ceiling element, and room module of this type |
| CN108638302A (en) * | 2018-08-21 | 2018-10-12 | 杜威 | A kind of scalable inner template of square chest type concrete component |
| CN110409810A (en) * | 2019-07-31 | 2019-11-05 | 浙江圣奥家具制造有限公司 | Clear water concrete column pours pattern system |
| CN110761490A (en) * | 2019-07-31 | 2020-02-07 | 浙江圣奥家具制造有限公司 | Construction method of clear water concrete column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |