CN101131009A - Cast-in-place shaping construction method and shaping equipment - Google Patents

Cast-in-place shaping construction method and shaping equipment Download PDF

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Publication number
CN101131009A
CN101131009A CNA2006100104311A CN200610010431A CN101131009A CN 101131009 A CN101131009 A CN 101131009A CN A2006100104311 A CNA2006100104311 A CN A2006100104311A CN 200610010431 A CN200610010431 A CN 200610010431A CN 101131009 A CN101131009 A CN 101131009A
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China
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forming
forming panel
moulding
tension member
alignment pin
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Pending
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CNA2006100104311A
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Chinese (zh)
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于永久
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Individual
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Individual
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Priority to CNA2006100104311A priority Critical patent/CN101131009A/en
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Abstract

The present invention is in-situ pouring and forming construction process and apparatus for building. The in-situ pouring and forming construction process includes the following steps: assembling forming formwork parts to form the first forming formwork, setting the first forming formwork to where the wall is formed and regulating, setting the second forming formwork, setting one forming core between two forming formworks, jointing two forming formworks and the forming core with locating pins, pouring slime into the forming formworks to form, assembling further the other forming formworks, repeating the said steps in the second height, etc until completing the in-situ pouring and forming construction. The present invention is suitable for forming water kinds of building wall.

Description

Cast-in-place shaping construction method and former
Technical field:
The present invention relates to a kind of construction techniques, be specifically related to a kind of cast-in-place shaping construction method and former.
Background technology:
Conventional on-site moulding by casting equipment mostly is assembled formation of forming panel, the cast one-time-reach-place, and forming template structure and material are single, low precision, embodiment is stiff, is difficult to satisfy the requirement of growing infrastructure construction.
Summary of the invention:
The cast-in-place shaping construction method and the former that the purpose of this invention is to provide a kind of easy construction, exempt from levelling, precision are high.
Above-mentioned purpose realizes by following technical scheme:
A kind of in-place forming job practices for building, at first get a composing type template it is connected to form a slice integral body, placing needs the body of wall of moulding position, and integral mold plate is adjusted to instructions for use by governor motion, get a molding plate then in addition, the moulding inner core is placed in the middle of the cope and drag pattern plate, by alignment pin two forming panels and moulding inner core are coupled together then, the slip that mixes up is injected between two integral mold plates, assemble the body of wall making that a slice integral mold plate is finished second template height again according to above-mentioned same procedure then, so repeat to make the construction of promptly finishing the cast-in-site body of wall.
A kind of former, its composition comprises: forming panel, be mated the moulding inner core of use, and on the periphery of described forming panel flange is arranged, one group of hole is arranged on the described moulding core surface, and described forming panel outside is provided with the governor motion that is used for fixing forming panel and moulding inner core.
Above-mentioned former has decorative pattern or pattern on the use face of described forming panel, there are reinforcing rib or reinforced support in the back.
Above-mentioned former, described forming panel are stalk forming panel, corner forming panel, door and window mouth forming panel.
Above-mentioned former has moulding hole and alignment pin on the described flange.
Above-mentioned former, described governor motion comprise be connected with one group regulate pole fixedly fasten and an end is equipped with curved tension member and the straight tension member that the regulating handle other end is equipped with fixed limit spare respectively, the described alignment pin of fixedly having fixed respectively.
Above-mentioned former is fixed with one group respectively on described curved tension member and the straight tension member and regulates hinge, and described curved tension member and straight tension member connect by alignment pin.
This technical scheme has following beneficial effect:
1. job practices of the present invention, it is more convenient to construct, and flexibly, efficient is high, the building unit quality of building is good, do not ftracture, and has advantages such as insulation, sound insulation and anti seismic efficiency are good.
2. utilize job practices of the present invention to construct, can direct pre-buried electric wire, electric elements such as line box.
3. utilize job practices of the present invention to construct, can molded integral building and any building unit.
4. the former described in the present invention, because the effect of its forming panel, make that the surface of wall after utilizing this former to build is smooth, levelling need not be carried out again and follow-up work can be directly carried out, and decorative pattern or pattern are arranged on the use face of forming panel, make and to select suitable forming panel according to the pattern that the individual likes, in construction, can directly go out pattern.
5. this former, annexation simply are convenient to dismounting and transportation.
6. this former, moulding inner core wherein can be made by discarded object such as industrial residue, flyash, perlite, useless benzene plate, building waste, agricultural wastes such as straw, rice husk, stalk etc. and save a large amount of energy resources, and has reached the purpose of environmental protection.
Description of drawings:
Accompanying drawing 1 is the forming template structure schematic diagram of this former;
Accompanying drawing 2 is lateral views of accompanying drawing 1 forming panel;
Accompanying drawing 3 is that the A-A of accompanying drawing 1 forming panel is to sectional view;
Accompanying drawing 4 is that the B-B of accompanying drawing 1 forming panel is to sectional view;
Accompanying drawing 5 is stalk forming template structure schematic diagrames;
Accompanying drawing 6 is corner forming template structure schematic diagrames;
Accompanying drawing 7 is door and window mouth forming template structure schematic diagrames;
Accompanying drawing 8 is moulding core arrangement schematic diagrames of this former;
Accompanying drawing 9 is vertical views of accompanying drawing 8 moulding inner cores;
Accompanying drawing 10 is structural representations of this former;
Accompanying drawing 11 is the working drawings that carry out first template height cast in the embodiment 1 described construction;
Accompanying drawing 12 is the working drawings that carry out second template height cast in the embodiment 1 described construction;
Accompanying drawing 13 is working drawings of handling the body of wall upper gap in the embodiment 1 described construction;
Accompanying drawing 14 is the working drawings that carry out the cast of first floor body of wall in the embodiment 2 described constructions;
Accompanying drawing 15 is the working drawings that carry out the second layer, three layers of body of wall cast in the embodiment 2 described constructions;
Accompanying drawing 16 is construction schematic diagrames that the preformed wallboard that stands up combines with cast-in-site;
Accompanying drawing 17 is construction schematic diagrames that the preformed wallboard of traverse combines with cast-in-site.
The specific embodiment of the present invention:
Embodiment 1:
Cast-in-place shaping construction method, at first forming panel is formed a slice integral mold plate, placing needs the body of wall of moulding position, and by adjusting governor motion with integral mold plate, be adjusted to instructions for use, then template group is continued to be assembled into another sheet integral mold plate, highly be a template height as shown in figure 11, the moulding inner core is placed between the good integral mold plate of two groups, by long alignment pin two forming panels and moulding inner core are linked up then, Kong Shangying on the moulding inner core penetrates its length of keeper earlier and thickness of wall body equates, the location of moulding inner core left and right directions limits by spacing adhesive tape 22, the connection of integral mold plate relies on alignment pin 21 and bolt 6, and planeness cooperates the realization location by alignment pin 23 and the hole of fixedly fixing on the forming panel 3.
The slip that mixes up is injected between two global formation templates, open vibrator in due course, make slip can evenly be full of model fully, organizing a slice integral mold plate again by identical method finishes the body of wall of second template height and makes shown in Figure 12, finish whole cast by that analogy, behind the material complete gelation to be cast, remove template body of wall is filled with any constructional materials apart from the top gap location, two sides plaster leveling then, as shown in figure 13.
Embodiment 2:
Cast-in-place shaping construction method, forming panel and moulding inner core etc. is assembled into a template height and adjusts user mode as shown in figure 14, in die cavity, finish the material feeding vibration processes then, same method is made second layer body of wall, after second layer body of wall was finished, the first floor body of wall had reached gelling form removal state, forming panel was pulled down be used to make the 3rd layer of body of wall, so repeat above-mentioned manufacturing process, promptly finish the construction of cast-in-site body of wall; As do not reach the form removal state, can be in addition with idle template construct residue body of wall, as shown in figure 15.
Embodiment 3:
Cast-in-place shaping construction method, template is formed two integral mold plates, preformed ash wall body plate clamped with above-mentioned any embodiment carry out moulding by casting, the preformed wallboard can stand up as shown in figure 16, also can traverse as shown in figure 17, wherein the preformed wallboard is a cast zone at a certain distance.
Embodiment 4:
A kind of former, its composition comprises: forming panel 1, be mated the moulding inner core-19 of use, flange 2 is arranged on the periphery of described forming panel, moulding porose 3 and alignment pin 6 on the flange 2, can utilize flange and the hole on it on the forming panel, alignment pin connects forming panel, one group of hole 20 is arranged on the described moulding core surface, be used for penetrating long alignment pin in forming process, described forming panel outside is provided with the governor motion that is used for fixing forming panel and moulding inner core, flange and template can be that overall structure also can be the branch body structure, can any decorative pattern or the pattern of requirement on the use face of forming panel, there are reinforcing rib 4 or reinforced support in forming panel 1 back, reinforcing rib 4 can be that overall structure also can be the branch body structure with forming panel 1, several fabrication holes 5 are arranged on the forming panel plane, when carrying out moulding with after the assembling of moulding inner core and forming panel, the moulding that penetrates long location forming panel by fabrication hole can be some kinds of combinations of materials, can be integrated poured, any moulding technique moulding such as compacting stretch, its material can be that bamboo is wooden, metal, plastics, the material of suitable instructions for use such as SMC, the use face of forming panel can be any decorative pattern or the pattern of requirement, forming panel can be divided into the stalk template as shown in Figure 5 according to the purposes difference, the corner template as shown in Figure 6 with the door and window mouth template as shown in Figure 7, wherein the door and window mouth template can be inlayed built-in fitting 9 thereon by long template 7 and 8 one-tenth of short template group during use as required.
Described governor motion comprises that being connected with one group of 11 and one end of fixedly fastening of regulating pole 12 is equipped with 13 of curved drawknots and the straight tension member 14 that regulating handle 15 other ends are equipped with fixed limit spare 16 respectively, the described alignment pin 21 of fixedly having fixed respectively.Curved tension member 13, straight tension member 14 and adjusting pole 12 1 ends are connected, the other end connects with long alignment pin 18, be fixed with one group respectively on described curved tension member 13 and the straight tension member 14 and regulate hinge 10, described curved tension member 13 and straight tension member 14 connect by alignment pin 17, described moulding core surface has some holes, the shape in hole can be circle or polygon, its main material is agricultural wastes and other cheap raw material, as industrial residue, flyash, haydite, perlite, useless benzene plate, building waste; Agricultural wastes such as straw, rice husk, stalk etc., all local resourceses cheap raw material abundant and suitable this product of moulding all can be used, its cementitious material should be selected for use and moulding materials for wall identical materials, also adds gypsum too slowly as gelling time, other auxiliary early strong materials such as the strong agent of drought.

Claims (7)

1. in-place forming job practices for building, it is characterized in that: at first get a composing type template it is connected to form a slice integral body, placing needs the body of wall of moulding position, and integral mold plate is adjusted to instructions for use by governor motion, get a molding plate then in addition, the moulding inner core is placed in the middle of the cope and drag pattern plate, by alignment pin two forming panels and moulding inner core are coupled together then, the slip that mixes up is injected between two integral mold plates, assemble the body of wall making that a slice integral mold plate is finished second template height again according to above-mentioned same procedure then, so repeat to make and promptly finish cast-in-place shaping construction for building.
2. former, its composition comprises: forming panel, be mated the moulding inner core of use, it is characterized in that: on the periphery of described forming panel flange is arranged, one group of hole is arranged on the described moulding core surface, and described forming panel outside is provided with the governor motion that is used for fixing forming panel and moulding inner core.
3. former according to claim 2 is characterized in that: decorative pattern or pattern are arranged on the use face of described forming panel, and there are reinforcing rib or reinforced support in the back.
4. according to claim 2 or 3 described formers, it is characterized in that: described forming panel is stalk forming panel, corner forming panel, door and window mouth forming panel.
5. according to claim 2 or 3 described formers, it is characterized in that: have moulding hole and alignment pin on the described flange.
6. according to claim 2 or 3 described formers, it is characterized in that: described governor motion comprises that being connected with one group regulates fixedly fastening of pole, with an end curved tension member and the straight tension member that the regulating handle other end is equipped with fixed limit spare respectively, the described alignment pin of fixedly having fixed are housed respectively.
7. former according to claim 6 is characterized in that: be fixed with one group respectively on described curved tension member and the straight tension member and regulate hinge, described curved tension member and straight tension member connect by alignment pin.
CNA2006100104311A 2006-08-23 2006-08-23 Cast-in-place shaping construction method and shaping equipment Pending CN101131009A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2006100104311A CN101131009A (en) 2006-08-23 2006-08-23 Cast-in-place shaping construction method and shaping equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2006100104311A CN101131009A (en) 2006-08-23 2006-08-23 Cast-in-place shaping construction method and shaping equipment

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CN101131009A true CN101131009A (en) 2008-02-27

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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102230339A (en) * 2011-03-17 2011-11-02 有利华建筑预制件有限公司 Prefabricated kitchen and construction and installation method thereof
CN102505837A (en) * 2011-11-21 2012-06-20 中交二航局第四工程有限公司 Template for large-volume concrete casting
CN103669831A (en) * 2013-12-09 2014-03-26 国家电网公司 Transformer substation cast-in-place wall combined steel die and construction method thereof
CN110552440A (en) * 2019-08-16 2019-12-10 青岛一建集团有限公司 safe and environment-friendly construction process for high-strength assembled integral type sandwich heat-insulation shear wall
CN111441583A (en) * 2019-01-17 2020-07-24 柏诚工程股份有限公司 Grouting method for enlarging cross section of frame column
CN113352451A (en) * 2021-06-24 2021-09-07 上海衡煦节能环保技术有限公司 Method for producing building wall
CN113622651A (en) * 2021-08-10 2021-11-09 烟台红卫建筑工程服务有限公司 Wall thickness adjustable splicing building formwork based on adjusting assembly

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102230339A (en) * 2011-03-17 2011-11-02 有利华建筑预制件有限公司 Prefabricated kitchen and construction and installation method thereof
CN102505837A (en) * 2011-11-21 2012-06-20 中交二航局第四工程有限公司 Template for large-volume concrete casting
CN102505837B (en) * 2011-11-21 2014-03-12 中交二航局第四工程有限公司 Template for large-volume concrete casting
CN103669831A (en) * 2013-12-09 2014-03-26 国家电网公司 Transformer substation cast-in-place wall combined steel die and construction method thereof
CN103669831B (en) * 2013-12-09 2015-11-25 国家电网公司 A kind of transformer station's cast-in-situ wall combined steel and construction method thereof
CN111441583A (en) * 2019-01-17 2020-07-24 柏诚工程股份有限公司 Grouting method for enlarging cross section of frame column
CN110552440A (en) * 2019-08-16 2019-12-10 青岛一建集团有限公司 safe and environment-friendly construction process for high-strength assembled integral type sandwich heat-insulation shear wall
CN110552440B (en) * 2019-08-16 2024-06-18 青岛一建集团有限公司 Safe and environment-friendly construction process for high-strength assembled integral sandwich heat-insulating shear wall
CN113352451A (en) * 2021-06-24 2021-09-07 上海衡煦节能环保技术有限公司 Method for producing building wall
CN113622651A (en) * 2021-08-10 2021-11-09 烟台红卫建筑工程服务有限公司 Wall thickness adjustable splicing building formwork based on adjusting assembly

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Open date: 20080227