CN105113783A - Construction formwork of gypsum cast-in-place wall and construction method of construction formwork - Google Patents
Construction formwork of gypsum cast-in-place wall and construction method of construction formwork Download PDFInfo
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- CN105113783A CN105113783A CN201510481093.9A CN201510481093A CN105113783A CN 105113783 A CN105113783 A CN 105113783A CN 201510481093 A CN201510481093 A CN 201510481093A CN 105113783 A CN105113783 A CN 105113783A
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- template
- interarea
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- gypsum
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Abstract
The invention relates to a construction formwork of a gypsum cast-in-place wall and a construction method of the construction formwork. The construction formwork comprises main-face formworks, side-face formworks, a bottom-face formwork, clamping dies, bolts and inner limiting sleeves, the main-face formworks are used for pouring a gypsum base wall material, the side-face formworks close the main-face formworks during pouring, the bottom-face formwork is used for pouring a waterproof cushion layer material, the clamping dies limit the main-face formworks during pouring, the inner limiting sleeves sleeve the bolts and play a role in limiting during pouring, height of the bottom-face formwork is adapted to that of a waterproof cushion layer, heights of the main-face formworks and the side-face formworks are adapted to that of the wall, and bolt holes used for connecting and positioning are formed in each of the main-face formworks, the bottom-face formwork and the side-face formworks. The construction formwork is supportive of construction of a waterproof layer and gypsum pouring construction sequentially, and gypsum pouring can be completed at one time, so that the construction formwork is high in construction efficiency and less prone to mortar leakage; waterproof protection of the bottom of the gypsum wall is realized.
Description
Technical field
The invention belongs to the realm of building construction, be specifically related to a kind of construction formwork and construction method thereof of gypsum cast-in-situ wall.
Background technology
Building materials of gypsum has the functions such as lightweight, fire prevention, temperature adjustment, damping, it is Green energy-saving buildings material, the construction method of gypsum cast-in-situ wall is adopted to carry out construction wall (especially inner wall of building) construction, not only efficiency is high, labour intensity is little, but also there is good construction quality, therefore, development potentiality is huge.
Current gypsum cast-in-situ wall generally adopts template to construct, patent 201110169048.1 discloses " a kind of Cast-in-situ gypsum hollow wall and preparation method thereof ", patent 201120210051.9 discloses one " template system special for cast-in-place gypsum wall construction ", all there is following problem in above-mentioned two kinds of construction methods: 1. does not arrange waterproof cushion construction in work progress, be unfavorable for the waterproof bottom gypsum wall; 2. template adopts the short template superposition of multilayer, and in layer build, efficiency of construction is lower, and key easily occurs spillage phenomenon in the contact position of adjacent template.
Summary of the invention
For not arranging construction of waterproof layer in prior art and being built the problem of low, the easy spillage of the efficiency brought by multilayer; the object of this invention is to provide a kind of construction formwork of gypsum cast-in-situ wall and the construction method based on this template; this template can carry out construction of waterproof layer and gypsum pouring construction successively; gypsum is built and is once completed; efficiency of construction is high; be not easy spillage, and obtain waterproofing protection bottom gypsum wall.
The technical solution adopted in the present invention is:
A kind of construction formwork of gypsum cast-in-situ wall, comprise the interarea template for building gypsum base walling material, by the Side shuttering of interarea form for seal when building, for building the bottom surface template of collision mat layer material, the snap gauge of spacing interarea template when building, bolt and the internal position limited sleeve pipe being enclosed within an also position-limiting action on bolt when building, the height of described bottom surface template and the height of waterproof bed course adapt, described interarea template and the height of Side shuttering and the height of body of wall adapt, described interarea template, bottom surface template with Side shuttering is equipped with for the bolt hole be connected and locate.
Further, the two ends of described Side shuttering are bent to form rectangular channel to homonymy.
Further, described bottom surface template is provided with the different altitude location hole of multiple height.
Further, the aluminum alloy mould plate of described interarea template, bottom surface template and Side shuttering to be thickness be 3mm-8mm or thickness are the plastic formworks of 6mm-12mm.
Further, the height of described interarea template and Side shuttering is 2.4m-2.7m.
Further, described snap gauge is mountain font, can be stuck in the top of two interarea templates when building by the open slot of two in the middle part of the font of mountain.
Further, described snap gauge is plastic material, and its thickness is 6mm-12mm, and width is 5cm-10cm.
Further, the construction formwork of described gypsum cast-in-situ wall also comprises the reinforcing rib being located at interarea template lateral surface when building.
Further, described reinforcing rib is made up of angle steel, and described angle steel thickness is 1mm-3mm.
Based on a construction method for the construction formwork of above-mentioned gypsum cast-in-situ wall, the steps include: that bottom surface template is fixed by bolt and internal position limited sleeve pipe by 1., then bottom surface formwork sides is closed; 2. build collision mat layer material, after material hardening, remove bottom surface template, bolt and internal position limited sleeve pipe, waterproof bed course leaves bolt hole; 3. interarea template is installed, make to align bottom it with bottom waterproof bed course, the bolt hole that its part being positioned at waterproof bed course is left through waterproof bed course by bolt positions and fixes, its part higher than waterproof bed course is fixed by bolt and limit casing, with Side shuttering, interarea formwork sides is closed, spacing to interarea template with snap gauge; 4. build gypsum base materials for wall, after material hardening, remove interarea template, bolt and internal position limited sleeve pipe.
The invention has the beneficial effects as follows:
1. bottom surface template and interarea template can be installed step by step thus be realized the step-by-step construction of waterproof bed course and gypsum wall, and the height of bottom surface template and the height of waterproof bed course adapt, and ensure that the construction quality of waterproof bed course; Side shuttering can without during beam column by interarea form for seal, ensure that the compliance of this construction formwork in various occasion; The height of interarea template and Side shuttering and the height of body of wall adapt, and ensure that gypsum wall can complete by one-time-concreting, need not build step by step, efficiency is high, not easily spillage.
2., when closing interarea formwork sides, two interarea templates are placed in Side shuttering rectangular recess inner, are conducive to mortar leakage prevention.
3. the mountain font structure of snap gauge both can be spacing to two interarea template rectangle inside, and it is spacing to carry out again outside, and structure is simple, and cost is low.
4. after selecting certain altitude location hole of good respective heights, blocked in all the other altitude location holes, namely can adjust the height of waterproof bed course, structure is simple, easy to operate.
Accompanying drawing explanation
Fig. 1 is the front view of interarea template in the present invention.
Fig. 2 is the front view of bottom surface template in the present invention.
Fig. 3 is the top view of Side shuttering in the present invention.
Fig. 4 is the lateral view of Side shuttering in the present invention.
Fig. 5 is the schematic diagram of snap gauge in the present invention.
Fig. 6 is the working drawing of bottom surface template when having beam column in the present invention.
Fig. 7 is the working drawing of interarea template when having beam column in the present invention.
Fig. 8 is the working drawing increasing reinforcing rib when having beam column in the present invention in interarea template.
Fig. 9 is without the top view after interarea model sheetinstallat during beam column in the present invention.
In figure: 1-interarea template; 2-bolt hole; 3-bottom surface template; 4-altitude location hole; 5-Side shuttering; 6-snap gauge; 7-body of wall; 8-reinforcing rib; 9-bolt; 10-internal position limited sleeve pipe.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further illustrated.
A kind of construction formwork of gypsum cast-in-situ wall, comprise the interarea template 1 for building gypsum base walling material, by Side shuttering 5 closed for interarea template 1 when building, for building the bottom surface template 3 of collision mat layer material, the snap gauge 6 of spacing interarea template 1 when building, bolt 9 and the internal position limited sleeve pipe 10 being enclosed within an also position-limiting action on bolt 9 when building, the height of described bottom surface template 3 and the height of waterproof bed course adapt (height of bottom surface template 3 is a little more than the height of waterproof bed course), described interarea template 1 and the height of Side shuttering 5 and the height of body of wall adapt, and (height of interarea template 1 and Side shuttering 5 is a little less than body of wall height, in the present embodiment, the height of described interarea template 1 and Side shuttering 5 is 2.4m-2.7m), described interarea template 1, bottom surface template 3 and the bolt hole 2 Side shuttering 5 is equipped with for being connected and locate.In the present embodiment, described interarea template 1, bottom surface template 3 and Side shuttering 5 are the plastic formwork (be easy to manufacture and intensity is higher) of 6mm-12mm for thickness is the aluminum alloy mould plate of 3mm-8mm or thickness.
Bottom surface template 3 and interarea template 1 can be installed step by step thus be realized the step-by-step construction of waterproof bed course and gypsum wall, and the height of bottom surface template 3 and the height of waterproof bed course adapt, and ensure that the construction quality of waterproof bed course; Interarea template 1 can be closed without during beam column by Side shuttering 5, ensure that the compliance of this construction formwork in various occasion; The height of interarea template 1 and Side shuttering 5 and the height of body of wall adapt, and ensure that gypsum wall can complete by one-time-concreting, need not build step by step, efficiency is high, not easily spillage.
As shown in Figure 3, in the present embodiment, the two ends of described Side shuttering 5 are bent to form rectangular channel to homonymy.When closing interarea template 1 side, two interarea templates 1 are placed in Side shuttering 5 rectangular recess inner, are conducive to mortar leakage prevention.
As shown in Figure 5, in the present embodiment, described snap gauge 6 is in mountain font, and can be stuck in the top of two interarea templates 1 when building by the open slot of two in the middle part of the font of mountain, described snap gauge 6 is plastic material, and its thickness is 6mm-12mm, and width is 5cm-10cm.The mountain font structure of snap gauge 6 both can be spacing to two interarea template 1 rectangle inside, and it is spacing to carry out again outside, and structure is simple, and cost is low.
As shown in Figure 2 and Figure 6, in the present embodiment, described bottom surface template 3 is provided with the different altitude location hole 4 of multiple height.Behind certain altitude location hole 4 of selected good respective heights, blocked in all the other altitude location holes 4, namely can adjust the height of waterproof bed course, structure is simple, easy to operate.
Based on the construction method of the construction formwork of above-mentioned gypsum cast-in-situ wall, the steps include:
1. by bolt 9 and internal position limited sleeve pipe 10, bottom surface template 3 is fixed, then by bottom surface template 3 side-closed, 2. build collision mat layer material (collision mat layer material is rapid hardening high-strength material, and 2h intensity can reach more than 20MPa), after material hardening, remove bottom surface template 3, bolt 9 and internal position limited sleeve pipe 10, waterproof bed course leaves bolt hole 2, 3. interarea template 1 is installed, make to align bottom it with bottom waterproof bed course, the bolt hole 2 that its part being positioned at waterproof bed course is left through waterproof bed course by bolt 9 positions and fixes, its part higher than waterproof bed course is fixed by bolt 9 and limit casing, with Side shuttering 5 by interarea template 1 side-closed, spacing (as shown in Figure 8 by snap gauge 6 pairs of interarea templates 1, in the present embodiment, at the lateral surface of interarea template 1, reinforcing rib 8 can be installed when building, in order to improve structural strength, this reinforcing rib 8 is made up of angle steel, described angle steel thickness is 1mm-3mm), 4. build gypsum base materials for wall, after material hardening, remove interarea template 1, bolt 9 and internal position limited sleeve pipe 10.
Should be understood that, for those of ordinary skills, can be improved according to the above description or convert, and all these improve and convert the protection domain that all should belong to claims of the present invention.
Claims (10)
1. the construction formwork of a gypsum cast-in-situ wall, it is characterized in that: comprise the interarea template for building gypsum base walling material, by the Side shuttering of interarea form for seal when building, for building the bottom surface template of collision mat layer material, the snap gauge of spacing interarea template when building, bolt and the internal position limited sleeve pipe being enclosed within an also position-limiting action on bolt when building, the height of described bottom surface template and the height of waterproof bed course adapt, described interarea template and the height of Side shuttering and the height of body of wall adapt, described interarea template, bottom surface template with Side shuttering is equipped with for the bolt hole be connected and locate.
2. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 1, is characterized in that: the two ends of described Side shuttering are bent to form rectangular channel to homonymy.
3. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 1, is characterized in that: described bottom surface template is provided with the different altitude location hole of multiple height.
4. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 1, is characterized in that: the aluminum alloy mould plate of described interarea template, bottom surface template and Side shuttering to be thickness be 3mm-8mm or thickness are the plastic formworks of 6mm-12mm.
5. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 1, is characterized in that: the height of described interarea template and Side shuttering is 2.4m-2.7m.
6. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 1, is characterized in that: described snap gauge is mountain font, can be stuck in the top of two interarea templates when building by the open slot of two in the middle part of the font of mountain.
7. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 6, it is characterized in that: described snap gauge is plastic material, its thickness is 6mm-12mm, and width is 5cm-10cm.
8. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 1, is characterized in that: the construction formwork of described gypsum cast-in-situ wall also comprises the reinforcing rib being located at interarea template lateral surface when building.
9. the construction formwork of a kind of gypsum cast-in-situ wall as claimed in claim 8, is characterized in that: described reinforcing rib is made up of angle steel, and described angle steel thickness is 1mm-3mm.
10. based on a construction method for the construction formwork of above-mentioned gypsum cast-in-situ wall, it is characterized in that: comprise the steps, 1. by bolt and internal position limited sleeve pipe, bottom surface template is fixed, then bottom surface formwork sides is closed; 2. build collision mat layer material, after material hardening, remove bottom surface template, bolt and internal position limited sleeve pipe, waterproof bed course leaves bolt hole; 3. interarea template is installed, make to align bottom it with bottom waterproof bed course, the bolt hole that its part being positioned at waterproof bed course is left through waterproof bed course by bolt positions and fixes, its part higher than waterproof bed course is fixed by bolt and limit casing, with Side shuttering, interarea formwork sides is closed, spacing to interarea template with snap gauge; 4. build gypsum base materials for wall, after material hardening, remove interarea template, bolt and internal position limited sleeve pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510481093.9A CN105113783B (en) | 2015-08-07 | 2015-08-07 | A kind of construction formwork and its construction method of gypsum cast-in-situ wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510481093.9A CN105113783B (en) | 2015-08-07 | 2015-08-07 | A kind of construction formwork and its construction method of gypsum cast-in-situ wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105113783A true CN105113783A (en) | 2015-12-02 |
| CN105113783B CN105113783B (en) | 2018-09-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510481093.9A Expired - Fee Related CN105113783B (en) | 2015-08-07 | 2015-08-07 | A kind of construction formwork and its construction method of gypsum cast-in-situ wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804392A (en) * | 2016-05-11 | 2016-07-27 | 赵云川 | Gypsum wall mould and construction technology |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1076653A (en) * | 1964-02-12 | 1967-07-19 | J P Van Eesteren S Administrat | A method of building by in situ moulding |
| CN1191005A (en) * | 1995-05-25 | 1998-08-19 | 新技术混凝土建筑有限公司 | Sequential formwork system for concrete buildings |
| ES2126444A1 (en) * | 1993-01-27 | 1999-03-16 | Bravo Roberto Just | Improvements to Patent No. 9300142, submitted on 27 January 1993, relating to a process for the construction of partitions |
| CN202157533U (en) * | 2011-06-21 | 2012-03-07 | 无锡市现代钢结构工程有限公司 | Template system special for cast-in-place gypsum wall construction |
| CN202391102U (en) * | 2011-12-07 | 2012-08-22 | 陈耀新 | Split mounting type light heat-preservation cement wall body die structure |
| CN203175036U (en) * | 2013-04-23 | 2013-09-04 | 葛洲坝集团第六工程有限公司 | Asphalt-concrete core wall adjustable template device |
| CN104314305A (en) * | 2014-10-15 | 2015-01-28 | 中铁四局集团有限公司 | Integral moving formwork for stalk concrete pouring and application thereof |
| US20150102204A1 (en) * | 2013-10-10 | 2015-04-16 | Allways Concrete, Llc | Concrete form clip |
-
2015
- 2015-08-07 CN CN201510481093.9A patent/CN105113783B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1076653A (en) * | 1964-02-12 | 1967-07-19 | J P Van Eesteren S Administrat | A method of building by in situ moulding |
| ES2126444A1 (en) * | 1993-01-27 | 1999-03-16 | Bravo Roberto Just | Improvements to Patent No. 9300142, submitted on 27 January 1993, relating to a process for the construction of partitions |
| CN1191005A (en) * | 1995-05-25 | 1998-08-19 | 新技术混凝土建筑有限公司 | Sequential formwork system for concrete buildings |
| CN202157533U (en) * | 2011-06-21 | 2012-03-07 | 无锡市现代钢结构工程有限公司 | Template system special for cast-in-place gypsum wall construction |
| CN202391102U (en) * | 2011-12-07 | 2012-08-22 | 陈耀新 | Split mounting type light heat-preservation cement wall body die structure |
| CN203175036U (en) * | 2013-04-23 | 2013-09-04 | 葛洲坝集团第六工程有限公司 | Asphalt-concrete core wall adjustable template device |
| US20150102204A1 (en) * | 2013-10-10 | 2015-04-16 | Allways Concrete, Llc | Concrete form clip |
| CN104314305A (en) * | 2014-10-15 | 2015-01-28 | 中铁四局集团有限公司 | Integral moving formwork for stalk concrete pouring and application thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804392A (en) * | 2016-05-11 | 2016-07-27 | 赵云川 | Gypsum wall mould and construction technology |
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| CN105113783B (en) | 2018-09-11 |
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Granted publication date: 20180911 Termination date: 20200807 |