CN1876996A - Integrally-cast mould-detachment-free concrete structure system and construction method thereof - Google Patents
Integrally-cast mould-detachment-free concrete structure system and construction method thereof Download PDFInfo
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- CN1876996A CN1876996A CN 200610200660 CN200610200660A CN1876996A CN 1876996 A CN1876996 A CN 1876996A CN 200610200660 CN200610200660 CN 200610200660 CN 200610200660 A CN200610200660 A CN 200610200660A CN 1876996 A CN1876996 A CN 1876996A
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Abstract
The invention relates to a concrete structure integrated non-detach pouring system, and relative construction. Wherein, when the foundation and wall projects are completed, fix two positioning clampers horizontally on the bottom plate of foundation; two positioning clampers are fixed with groups of distant upright steel skeletons; two sides of steel skeletons via connecting bar are drawn each other and connected, to be fixed via transverse clamper and upright clamper; the upper steel skeleton and lower steel skeleton are inserted connected, while the mounting height reaches the top surface of concrete pouring; two outer surfaces of steel skeleton are fixed with non-detach mold liner plate, whose surface is laid with metallic network to be fixed via rivet; the surface of metallic network is plated or brushed with polymer cement pulp layer, to form closed chamber pouring system; then pouring concrete. The invention can solve the problems that large working amount, low speed and inaccurate installment, while it can be used in bearing wall, post structure and complex concrete wall.
Description
(1) technical field
The present invention relates to a kind of concrete construction casting system and job practices thereof.
(2) background technology
The available coagulation civil engineering is built casting system and is comprised fixedly connected vertical reinforcement, horizontal reinforcement, vertical reinforcement, horizontal reinforcement and wall form are site operation, the on-the-spot installation, the problem that exists is: the site work amount is bigger, speed of application is slow, reinforcing bar and template are difficult for accurately location, construction precision and integral rigidity are relatively poor, and reinforcement displacement takes place in the concrete casting process easily, make workmanship be difficult to obtain assurance.
(3) summary of the invention
The purpose of this invention is to provide a kind of integrally-cast mould-detachment-free concrete structure system and job practices, solve that traditional architecture template site work amount is big, speed of application is slow, reinforcing bar and template be difficult for accurate location, construction precision and integral rigidity relatively poor, reinforcement displacement takes place in the concrete casting process easily, make workmanship be difficult to obtain the problem of assurance.
Technical scheme of the present invention: this integrally-cast mould-detachment-free concrete structure system; by the structure reinforcing bars that is embedded on the sole plate; the non-dismantling formwork and the concreting of periphery, concreting space are integral; it is characterized in that: two intervals of structure reinforcing bars both sides horizontal fixed and body of wall are with wide location fastener on sole plate; article two, locate fixedly connected one group one group upright at interval and steel sheet skeleton on the fastener to drawing; the form removal liner plate is exempted from by the rivet connection in two outsides at steel sheet skeleton; exempt from shop, the outside close plating net of form removal liner plate, and be fixed into the rigidity non-dismantling formwork with the polymer cement mortar layer.
Above-mentioned location fastener is angle steel or channel-section steel.
The above-mentioned form removal liner plate of exempting from is plastic plate, cement board or metal sheet roof covering.
Above-mentioned steel sheet skeleton is a double rows of teeth doubling steel disc, has through hole on the double rows of teeth, and dowel passes the through hole on the steel sheet skeleton of both sides, forms drawing steel sheet skeleton, and an end of steel sheet skeleton has inserted sheet, and the other end has socket, and two steel sheet skeletons are for pegging graft up and down.
Above-mentioned steel sheet skeleton will be connected two dowels of the same row's double wedge of double rows of teeth doubling steel disc along horizontal snapping by horizontal fastener, two dowels that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener are along vertical snappings.
The job practices of above-mentioned integrally-cast mould-detachment-free concrete structure system is characterized in that step is as follows:
Step 1: after treating that foundation construction and body of wall reinforced bar engineering finish, two intervals of horizontal fixed and body of wall are with wide location fastener on sole plate;
Step 2: fixedly connected one group one group at interval upright and steel sheet skeleton on two location fasteners to drawing, with the both sides steel sheet skeleton by dowel to drawing connection, and fix with horizontal fastener and perpendicular fastener;
Step 3: the row's of going up steel sheet skeleton is plugged with arranging steel sheet skeleton down, and setting height(from bottom) is to the concreting end face;
Step 4: on steel sheet skeleton two external surfaces are fixing, exempt from the form removal liner plate;
Step 5: spread wire lath exempting from form removal liner plate surface, wire lath is fixed by rivet;
Step 6: spray or whitewash the polymer cement mortar layer on the wire lath surface;
Step 7: form and exempt to support stressed casting system of box cavity or the stressed casting system of closed cavities;
Step 8: concreting in the space that non-dismantling formwork is enclosed.
The present invention compares the beneficial effect that has with existing conventional art:
1, integrally-cast mould-detachment-free concrete structure system of the present invention is assembled by location fastener, steel sheet skeleton, dowel, fixed fastener and rivet; avoided the problem of the easy displacement of reinforcing bar in the concrete casting process; convenient and quick construction has been accelerated speed of application.
2, integrally-cast mould-detachment-free concrete structure system of the present invention is being exempted from shop, the outside close plating net of form removal liner plate, and fixes with the polymer cement mortar layer, forms whole box concreting system, surface of wall planeness height, construction precision height.
3, the form removal liner plate of exempting from of integrally-cast mould-detachment-free concrete structure system of the present invention adopts plastic plate and is tightly connected, and can form the waterproofing course of body of wall, has prevented the seepage accident.
Integrally-cast mould-detachment-free concrete structure system of the present invention is suitable for the concrete wall of load bearing wall, rod structure form and complex model.
(4) description of drawings
Fig. 1 is the schematic diagram of step 1 of the present invention.
Fig. 2 is the structural representation of steel sheet skeleton.
Fig. 3 is the schematic diagram of step 2 of the present invention.
Fig. 4 is the schematic diagram of step 3 of the present invention.
Fig. 5 is that the steel sheet skeleton setting height(from bottom) is to concreting end face schematic diagram.
Fig. 6 is the schematic diagram of step 4 of the present invention.
Fig. 7 is the schematic diagram of step 5 of the present invention.
Fig. 8 is the schematic diagram of step 6 of the present invention.
Fig. 9 is the schematic diagram of step 7 of the present invention.
Figure 10 is combined into the schematic diagram that cylindricality exempts to support the stressed casting system of closed cavities with the present invention.
Figure 11 is that step 8 of the present invention is watered the schematic diagram that builds up closed shape.
Figure 12 is that step 8 of the present invention is watered the schematic diagram that builds up post.
1-sole plate, 2-location fastener, 3-steel sheet skeleton, the horizontal fastener of 4-, the perpendicular fastener of 5-, 6-rivet, 7-wire lath, 8-exempt from form removal liner plate, 9-polymer cement mortar layer, 10-structure reinforcing bars, 11-dowel, 12-concrete, 31-inserted sheet, 32-socket.
(5) specific embodiment
Referring to Fig. 1-10; this integrally-cast mould-detachment-free concrete structure system; build by non-dismantling formwork that is embedded in structure reinforcing bars 10 on the sole plate 1, periphery, concreting space and concrete 12 and to be integral; comprise the structure reinforcing bars 10 that is embedded on the sole plate 1 and the non-dismantling formwork of periphery, concreting space; two intervals of both sides horizontal fixed of structure reinforcing bars 10 and body of wall are with wide location fastener 2 on sole plate 1, and above-mentioned location fastener 2 can be angle steel or channel-section steel.Article two, fixedly connected one group one group upright at interval and steel sheet skeleton 3 to drawing on the fastener of location is exempted from form removal liner plate 8 in two outsides of steel sheet skeleton by rivet 6 connections, and the above-mentioned form removal liner plate 8 of exempting from can be plastic plate, cement board or metal sheet roof covering.Exempt from shop, the outside close plating net 7 of form removal liner plate, and be fixed into the rigidity non-dismantling formwork with polymer cement mortar layer 9.
Referring to Fig. 2, above-mentioned steel sheet skeleton 3 is a double rows of teeth doubling steel disc, has through hole on the double rows of teeth, dowel 11 passes the through hole on the steel sheet skeleton of both sides, forms drawing steel sheet skeleton, and there is inserted sheet 31 upper end of steel sheet skeleton, there is socket 32 lower end, and two steel sheet skeletons are for pegging graft up and down.
Referring to Fig. 2, for making the dowel fixed-site, above-mentioned steel sheet skeleton 3 will be connected two dowels of the same row's double wedge of double rows of teeth doubling steel disc along horizontal snapping by horizontal fastener 4, two dowels that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener 5 are along vertical snappings.
The detailed construction step:
Referring to Fig. 1, treat that foundation construction and body of wall reinforced bar engineering finish after, by built-in fitting or expansion bolt with first row's steel sheet skeleton location and fixing.
Referring to Fig. 2,3, the both sides steel sheet skeleton is socketed by dowel 11, and fixedly connected muscle with perpendicular fastener 5 with horizontal fastener 4.
Referring to Fig. 4, will the row's of going up steel sheet skeleton and row's steel sheet skeleton grafting down.
Referring to Fig. 5, repeated for second step, the row's of going up steel sheet skeleton is connected by dowel, and fixedly connected muscle.Repeat the 3rd step and the 4th step until arriving the concreting apical side height.
Referring to Fig. 6, fixedly exempt from the form removal liner plate at the steel sheet skeleton external surface.
Referring to Fig. 7, spread wire lath exempting from form removal liner plate surface, by rivet wire lath is fixed on the steel sheet skeleton.
Referring to Fig. 8, spray or whitewash the polymer cement mortar layer on the wire lath surface.For body of wall, this system finally forms concrete and exempts to support the stressed casting system of box cavity.
Referring to Fig. 9,10, can form and exempt to support the stressed casting system of box cavity.For post, the final formation of this system exempts to support the stressed casting system of closed cavities.Also can form the stressed casting system of closed cavities.
Referring to Figure 11,12, last in the space that non-dismantling formwork is enclosed concreting.
For the body of wall of different-thickness and the post of different cross section, can form the different size cavity by regulating dowel length.
Claims (6)
1. integrally-cast mould-detachment-free concrete structure system; by the structure reinforcing bars that is embedded on the sole plate; the non-dismantling formwork and the concreting of periphery, concreting space are integral; it is characterized in that: two intervals of structure reinforcing bars both sides horizontal fixed and body of wall are with wide location fastener on sole plate; article two, locate fixedly connected one group one group upright at interval and steel sheet skeleton on the fastener to drawing; the form removal liner plate is exempted from by the rivet connection in two outsides at steel sheet skeleton; exempt from shop, the outside close plating net of form removal liner plate, and be fixed into the rigidity non-dismantling formwork with the polymer cement mortar layer.
2. integrally-cast mould-detachment-free concrete structure system according to claim 1 is characterized in that: above-mentioned location fastener is angle steel or channel-section steel.
3. integrally-cast mould-detachment-free concrete structure system according to claim 1 is characterized in that: the above-mentioned form removal liner plate of exempting from is plastic plate, cement board or metal sheet roof covering.
4. according to claim 1 or 2 or 3 described integrally-cast mould-detachment-free concrete structure systems; it is characterized in that: above-mentioned steel sheet skeleton is a double rows of teeth doubling steel disc; have through hole on the double rows of teeth; dowel passes the through hole on the steel sheet skeleton of both sides; formation is to drawing steel sheet skeleton; one end of steel sheet skeleton has inserted sheet, and the other end has socket, and two steel sheet skeletons are for pegging graft up and down.
5. integrally-cast mould-detachment-free concrete structure system according to claim 4; it is characterized in that: above-mentioned steel sheet skeleton will be connected two dowels of the same row's double wedge of double rows of teeth doubling steel disc along horizontal snapping by horizontal fastener, two dowels that will be connected the same row's double wedge of double rows of teeth doubling steel disc by perpendicular fastener are along vertical snappings.
6. the job practices of integrally-cast mould-detachment-free concrete structure system according to claim 5 is characterized in that step is as follows:
Step 1: after treating that foundation construction and body of wall reinforced bar engineering finish, two intervals of horizontal fixed and body of wall are with wide location fastener on sole plate;
Step 2: fixedly connected one group one group at interval upright and steel sheet skeleton on two location fasteners to drawing, with the both sides steel sheet skeleton by dowel to drawing connection, and fix with horizontal fastener and perpendicular fastener;
Step 3: the row's of going up steel sheet skeleton is plugged with arranging steel sheet skeleton down, and setting height(from bottom) is to the concreting end face;
Step 4: on steel sheet skeleton two external surfaces are fixing, exempt from the form removal liner plate;
Step 5: spread wire lath exempting from form removal liner plate surface, wire lath is fixed by rivet;
Step 6: spray or whitewash the polymer cement mortar layer on the wire lath surface;
Step 7: form and exempt to support stressed casting system of box cavity or the stressed casting system of closed cavities;
Step 8: concreting in the space that non-dismantling formwork is enclosed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200610200660XA CN100417776C (en) | 2006-07-04 | 2006-07-04 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB200610200660XA CN100417776C (en) | 2006-07-04 | 2006-07-04 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
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| CN1876996A true CN1876996A (en) | 2006-12-13 |
| CN100417776C CN100417776C (en) | 2008-09-10 |
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| CNB200610200660XA Expired - Fee Related CN100417776C (en) | 2006-07-04 | 2006-07-04 | Integrally-cast mould-detachment-free concrete structure system and construction method thereof |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101343912B (en) * | 2008-08-19 | 2010-04-14 | 河北建工集团有限责任公司 | Steel component concrete encasement construction technique |
| CN106032692A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integral pouring molding construction method for reinforced concrete column |
| CN106836568A (en) * | 2017-03-29 | 2017-06-13 | 河北建筑工程学院 | A kind of glass fiber cement non-dismantling formwork system, connecting structure and its construction method |
| CN107060157A (en) * | 2017-06-19 | 2017-08-18 | 麦高德（吉林）工业化建筑技术有限公司 | A kind of non-dismantling formwork composite inner wall and its method of construction |
| CN113718990A (en) * | 2021-09-09 | 2021-11-30 | 广东博智林机器人有限公司 | Industrialized bearing wall, industrialized non-bearing wall and manufacturing method thereof |
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| CN2474614Y (en) * | 2001-04-06 | 2002-01-30 | 梁军 | Field pouring reinforced keel concrete composite wall plate |
| CN1284912C (en) * | 2002-12-30 | 2006-11-15 | 徐亚柯 | Non-detachable steel net formwork for in-situ casting concrete wall and its use |
| CN2658251Y (en) * | 2003-11-03 | 2004-11-24 | 杨爱华 | Building form net without removing |
| WO2006060940A1 (en) * | 2004-12-08 | 2006-06-15 | Aihua Yang | Building form net exempt from removal |
| CN1325734C (en) * | 2005-10-17 | 2007-07-11 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
| CN100390359C (en) * | 2005-10-17 | 2008-05-28 | 朱秦江 | Composite warm preservation heat insulation concrete graded layer integrated pouring system and its construction method |
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2006
- 2006-07-04 CN CNB200610200660XA patent/CN100417776C/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101343912B (en) * | 2008-08-19 | 2010-04-14 | 河北建工集团有限责任公司 | Steel component concrete encasement construction technique |
| CN106032692A (en) * | 2015-11-06 | 2016-10-19 | 广州容联建筑科技有限公司 | Integral pouring molding construction method for reinforced concrete column |
| CN106032692B (en) * | 2015-11-06 | 2018-01-09 | 广州容联建筑科技有限公司 | A kind of integral type pouring molding construction method of reinforced column |
| CN106836568A (en) * | 2017-03-29 | 2017-06-13 | 河北建筑工程学院 | A kind of glass fiber cement non-dismantling formwork system, connecting structure and its construction method |
| CN106836568B (en) * | 2017-03-29 | 2023-12-05 | 新疆中联建设工程有限公司 | Glass fiber cement dismantling-free formwork system, connecting structure and construction method thereof |
| CN107060157A (en) * | 2017-06-19 | 2017-08-18 | 麦高德（吉林）工业化建筑技术有限公司 | A kind of non-dismantling formwork composite inner wall and its method of construction |
| CN113718990A (en) * | 2021-09-09 | 2021-11-30 | 广东博智林机器人有限公司 | Industrialized bearing wall, industrialized non-bearing wall and manufacturing method thereof |
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| CN100417776C (en) | 2008-09-10 |
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