CN105113783B - A kind of construction formwork and its construction method of gypsum cast-in-situ wall - Google Patents
A kind of construction formwork and its construction method of gypsum cast-in-situ wall Download PDFInfo
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- CN105113783B CN105113783B CN201510481093.9A CN201510481093A CN105113783B CN 105113783 B CN105113783 B CN 105113783B CN 201510481093 A CN201510481093 A CN 201510481093A CN 105113783 B CN105113783 B CN 105113783B
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- template
- interarea
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- bolt
- gypsum
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Abstract
The present invention relates to a kind of construction formworks and its construction method of gypsum cast-in-situ wall, the template includes the interarea template for pouring gypsum base walling material, by the Side shuttering of interarea form for seal when pouring, bottom surface template for pouring waterproof course, the snap gauge of interarea template is limited when pouring, bolt and the internal position limited sleeve pipe that position-limiting action is sleeved on bolt and risen when pouring, the height of the bottom surface template is adapted with the height of waterproof bed course, the height of the height and wall of the interarea template and Side shuttering is adapted, the interarea template, the bolt hole for connecting and positioning is equipped in bottom surface template and Side shuttering.The template can carry out construction of waterproof layer and gypsum pouring construction successively, and gypsum pours primary completion, and construction efficiency is high, it is not easy to spillage, and gypsum wall bottom has obtained waterproofing protection.
Description
Technical field
The invention belongs to the realm of building construction, and in particular to a kind of construction formwork and its construction party of gypsum cast-in-situ wall
Method.
Background technology
Building materials of gypsum has the function of lightweight, fire prevention, temperature adjustment, damping etc., is Green energy-saving buildings material, cast-in-place using gypsum
The construction method of wall carries out construction wall（Especially inner wall of building）Construction, it is not only efficient, labor intensity is small, but also have
There is good construction quality, therefore, development potentiality is huge.
Current gypsum cast-in-situ wall is generally constructed using template, and patent 201110169048.1 discloses " a kind of
Cast-in-situ gypsum hollow wall and preparation method thereof ", patent 201120210051.9 discloses one kind, and " cast-in-place gypsum wall is applied
Work template system special ", above two construction method have the following problems：1. being not provided with waterproof bed course in work progress to apply
Work is unfavorable for the waterproof of gypsum wall bottom；2. template is poured, construction effect in layer using the short template superposition of multilayer
Rate is relatively low, it is important to be susceptible to spillage phenomenon in the contact position of adjacent template.
Invention content
For being not provided with construction of waterproof layer in the prior art and pour that the efficiency brought is low, is easy spillage by multilayer
Problem should the object of the present invention is to provide a kind of construction formwork of gypsum cast-in-situ wall and based on the construction method of the template
Template can carry out construction of waterproof layer and gypsum pouring construction successively, and gypsum pours primary completion, and construction efficiency is high, it is not easy to leak
Slurry, and gypsum wall bottom has obtained waterproofing protection.
The technical solution adopted in the present invention is：
A kind of construction formwork of gypsum cast-in-situ wall, when including for pouring the interarea template of gypsum base walling material, pouring
By the Side shuttering of interarea form for seal, bottom surface template for pouring waterproof course, pour when limit interarea template
Snap gauge, bolt and while pouring, are sleeved on bolt and play the internal position limited sleeve pipe of position-limiting action, the height and waterproof of the bottom surface template
The height of bed course is adapted, and the height of the height and wall of the interarea template and Side shuttering is adapted, the interarea template,
The bolt hole for connecting and positioning is equipped in bottom surface template and Side shuttering.
Further, the both ends of the Side shuttering are bent to form rectangular channel to homonymy.
Further, the bottom surface template is equipped with the different altitude location hole of multiple height.
Further, the interarea template, bottom surface template and Side shuttering be thickness be 3mm-8mm aluminum alloy mould plate or
Thickness is the plastic formwork of 6mm-12mm.
Further, the interarea template and the height of Side shuttering are 2.4m-2.7m.
Further, the snap gauge is in mountain font, can respectively be blocked by two open slots in the middle part of the font of mountain when pouring
At the top of two interarea templates.
Further, the snap gauge is plastic material, thickness 6mm-12mm, width 5cm-10cm.
Further, the construction formwork of the gypsum cast-in-situ wall further includes that interarea template lateral surface is located at when pouring
Reinforcing rib.
Further, the reinforcing rib is made of angle steel, and the angle steel thickness is 1mm-3mm.
A kind of construction method of the construction formwork based on above-mentioned gypsum cast-in-situ wall, step are：1. by bolt and interior
Limit casing fixes bottom surface template, then closes bottom surface formwork sides；2. waterproof course is poured, after material hardening,
Bottom surface template, bolt and internal position limited sleeve pipe are removed, there are bolts hole for waterproof bed course；3. installing interarea template, makes its bottom and prevent
Water subfill bottom be aligned, be located at waterproof bed course part by bolt pass through waterproof bed course there are bolt hole carry out positioning and
Fixed, the part higher than waterproof bed course is fixed by bolt and limit casing, with Side shuttering by interarea formwork sides
Closing limits interarea template with snap gauge；Removed 4. pour gypsum base materials for wall, after material hardening interarea template, bolt and
Internal position limited sleeve pipe.
The beneficial effects of the invention are as follows：
1. bottom surface template and interarea template can be installed to realize the step-by-step construction of waterproof bed course and gypsum wall step by step,
The height of bottom surface template is adapted with the height of waterproof bed course, ensure that the construction quality of waterproof bed course；Side shuttering can nothing
By interarea form for seal when beam column, ensure that the construction formwork various occasions adaptability；Interarea template and Side shuttering
Height and the height of wall are adapted, and ensure that gypsum wall can be completed with one-time-concreting, it is not necessary to it pours step by step, it is efficient, no
Easy spillage.
2. close interarea formwork sides, two interarea templates are placed in inside Side shuttering rectangular recess, are conducive to prevent
Leak-stopping is starched.
3. the mountain font structure of snap gauge can not only limit two interarea template rectangle insides, but also can carry out external limit
Position, it is simple in structure, it is at low cost.
4. behind some the altitude location hole for selecting good respective heights, remaining altitude location hole is blocked, you can anti-to adjust
The height of water subfill, it is simple in structure, it is easy to operate.
Description of the drawings
Fig. 1 is the front view of interarea template in the present invention.
Fig. 2 is the front view of midsole face die plate of the present invention.
Fig. 3 is the vertical view of Side shuttering in the present invention.
Fig. 4 is the side 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 construction drawing of bottom surface template when having beam column in the present invention.
Fig. 7 is the construction drawing of interarea template when having beam column in the present invention.
Fig. 8 is the construction drawing for increasing reinforcing rib when having beam column in the present invention in interarea template.
Fig. 9 be in the present invention without beam column when interarea template installation after vertical view.
In figure：1- interarea templates；2- bolts hole；The bottom surfaces 3- template；4- altitude locations hole；5- Side shutterings；6- snap gauges；7-
Wall；8- reinforcing ribs；9- bolts；10- internal position limited sleeve pipes.
Specific implementation mode
The present invention is further illustrated with reference to the accompanying drawings and examples.
A kind of construction formwork of gypsum cast-in-situ wall, when including for pouring the interarea template 1 of gypsum base walling material, pouring
By 1 closed Side shuttering 5 of interarea template, the bottom surface template 3 for pouring waterproof course, pour when limit interarea template
1 snap gauge 6, bolt 9 and while pouring, are sleeved on bolt 9 and rise the internal position limited sleeve pipe 10 of position-limiting action, the height of the bottom surface template 3
The height of degree and waterproof bed course is adapted（The height of bottom surface template 3 is slightly above the height of waterproof bed course）, 1 He of interarea template
The height of Side shuttering 5 and the height of wall are adapted（Interarea template 1 and the height of Side shuttering 5 are slightly below wall height,
In the present embodiment, the height of the interarea template 1 and Side shuttering 5 is 2.4m-2.7m）, the interarea template 1, bottom surface template 3
With the bolt hole 2 for connecting and positioning is equipped on Side shuttering 5.In the present embodiment, the interarea template 1, bottom surface mould
Plate 3 and Side shuttering 5 be thickness be 3mm-8mm aluminum alloy mould plate or thickness be 6mm-12mm plastic formwork（It is easily fabricated
And intensity is higher）.
Bottom surface template 3 and interarea template 1 can be installed to realize the step-by-step construction of waterproof bed course and gypsum wall step by step,
The height of bottom surface template 3 is adapted with the height of waterproof bed course, ensure that the construction quality of waterproof bed course；Side shuttering 5 can be with
Interarea template 1 is closed when no beam column, ensure that the construction formwork various occasions adaptability；Interarea template 1 and side mould
The height of plate 5 and the height of wall are adapted, and ensure that gypsum wall can be completed with one-time-concreting, it is not necessary to pour step by step, efficiency
Height is not easy spillage.
As shown in figure 3, in the present embodiment, the both ends of the Side shuttering 5 are bent to form rectangular channel to homonymy.Closing
When interarea 1 side of template, two interarea templates 1 are placed in inside 5 rectangular recess of Side shuttering, mortar leakage prevention is conducive to.
As shown in figure 5, in the present embodiment, the snap gauge 6 is in mountain font, can pass through two in the middle part of the font of mountain when pouring
A open slot is stuck in the top of two interarea templates 1, and the snap gauge 6 is plastic material, thickness 6mm-12mm, width
For 5cm-10cm.The mountain font structure of snap gauge 6 can not only limit two 1 rectangle insides of interarea template, but also can carry out outside
Limit, it is simple in structure, it is at low cost.
As shown in Figure 2 and Figure 6, in the present embodiment, the bottom surface template 3 is equipped with the different height of multiple height
Location hole 4.Behind some the altitude location hole 4 for selecting good respective heights, remaining altitude location hole 4 is blocked, you can anti-to adjust
The height of water subfill, it is simple in structure, it is easy to operate.
The construction method of construction formwork based on above-mentioned gypsum cast-in-situ wall, step are：
1. bottom surface template 3 is fixed by bolt 9 and internal position limited sleeve pipe 10, then by 3 side-closed of bottom surface template；2. pouring
Building waterproofing course（Waterproof course is rapid hardening high-strength material, and 2h intensity is i.e. up to 20MPa or more）, after material hardening,
Bottom surface template 3, bolt 9 and internal position limited sleeve pipe 10 are removed, there are bolts hole 2 for waterproof bed course；3. installing interarea template 1, make its bottom
Portion is aligned with waterproof bed course bottom, be located at waterproof bed course part by bolt 9 pass through waterproof bed course there are bolt hole 2 into
Row is positioned and is fixed, and the part higher than waterproof bed course is fixed by bolt 9 and limit casing, will be led with Side shuttering 5
1 side-closed of face die plate limits interarea template 1 with snap gauge 6（As shown in figure 8, in the present embodiment, it can be in master when pouring
The lateral surface of face die plate 1 installs reinforcing rib 8, and to improve structural strength, which is made of angle steel, and the angle steel is thick
Degree is 1mm-3mm）；4. pouring gypsum base materials for wall, interarea template 1, bolt 9 and internal position limited sleeve pipe 10 are removed after material hardening
.
It should be understood that for those of ordinary skills, it can be modified or changed according to the above description,
And all these modifications and variations should all belong to the protection domain of appended claims of the present invention.
Claims (10)
1. a kind of construction formwork of gypsum cast-in-situ wall, it is characterised in that：It include the interarea mould for pouring gypsum base walling material
Plate, when pouring by the Side shuttering of interarea form for seal, the bottom surface template for pouring waterproof course, pour when limit lead
The snap gauge of face die plate, bolt and while pouring, are sleeved on bolt and rise the internal position limited sleeve pipe of position-limiting action, the height of the bottom surface template
The height of degree and waterproof bed course is adapted, and the height of the height and wall of the interarea template and Side shuttering is adapted, described
The bolt hole for connecting and positioning is equipped on interarea template, bottom surface template and Side shuttering；After removing bottom surface template, waterproof
There are bolts hole for bed course, and when installing interarea template, interarea template bottom is aligned with waterproof bed course bottom, and interarea template is located at waterproof
The part of bed course by bolt pass through waterproof bed course there are bolt hole positioned and fixed.
2. a kind of construction formwork of gypsum cast-in-situ wall as described in claim 1, it is characterised in that：The two of the Side shuttering
It holds to homonymy and is bent to form rectangular channel.
3. a kind of construction formwork of gypsum cast-in-situ wall as described in claim 1, it is characterised in that：It is set in the bottom surface template
There is the altitude location hole that multiple height are different.
4. a kind of construction formwork of gypsum cast-in-situ wall as described in claim 1, it is characterised in that：The interarea template, bottom
Face die plate and Side shuttering be thickness be 3mm-8mm aluminum alloy mould plate or thickness be 6mm-12mm plastic formwork.
5. a kind of construction formwork of gypsum cast-in-situ wall as described in claim 1, it is characterised in that：The interarea template and side
The height of face die plate is 2.4m-2.7m.
6. a kind of construction formwork of gypsum cast-in-situ wall as described in claim 1, it is characterised in that：The snap gauge is in mountain word
Type can be stuck in the top of two interarea templates by two open slots in the middle part of the font of mountain when pouring.
7. a kind of construction formwork of gypsum cast-in-situ wall as claimed in claim 6, it is characterised in that：The snap gauge is plastics material
Matter, thickness 6mm-12mm, width 5cm-10cm.
8. a kind of construction formwork of gypsum cast-in-situ wall as described in claim 1, it is characterised in that：The gypsum cast-in-place wall
The construction formwork of body further includes the reinforcing rib that interarea template lateral surface is located at when pouring.
9. a kind of construction formwork of gypsum cast-in-situ wall as claimed in claim 8, it is characterised in that：The reinforcing rib is by angle steel
Composition, the angle steel thickness is 1mm-3mm.
10. a kind of construction method of the construction formwork of gypsum cast-in-situ wall as described in claim 1 to 9 is any, feature exist
In：Include the following steps, 1. are fixed bottom surface template by bolt and internal position limited sleeve pipe, then close bottom surface formwork sides；
2. pouring waterproof course, after material hardening, bottom surface template, bolt and internal position limited sleeve pipe are removed, there are bolts for waterproof bed course
Hole；3. installing interarea template, its bottom is made to be aligned with waterproof bed course bottom, the part for being located at waterproof bed course is passed through by bolt
Waterproof bed course there are bolt hole positioned and fixed, the part higher than waterproof bed course passes through bolt and limit casing and carries out
It is fixed, interarea formwork sides are closed with Side shuttering, interarea template is limited with snap gauge；4. gypsum base materials for wall is poured,
Interarea template, bolt and internal position limited sleeve pipe are removed after material hardening.
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 |
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| Publication Number | Publication Date |
|---|---|
| CN105113783A CN105113783A (en) | 2015-12-02 |
| CN105113783B true CN105113783B (en) | 2018-09-11 |
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|---|---|---|---|
| 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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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105804392B (en) * | 2016-05-11 | 2018-03-20 | 赵云川 | A kind of construction technology of gypsum wall mould |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| BE659676A (en) * | 1964-02-12 | |||
| ES2126444B1 (en) * | 1993-01-27 | 1999-10-16 | Bravo Roberto Just | PROCEDURE FOR THE CONSTRUCTION OF PARTITIONS |
| AUPN317395A0 (en) * | 1995-05-25 | 1995-06-22 | Newtec Concrete Constructions Pty Limited | Building methods and apparatus |
| 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 |
| CN104314305B (en) * | 2014-10-15 | 2016-04-27 | 中铁四局集团有限公司 | Integral moving formwork for straight wall concrete pouring and application thereof |
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| CN105113783A (en) | 2015-12-02 |
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Granted publication date: 20180911 Termination date: 20200807 |