CN109403517A - A kind of construction of plaster wall - Google Patents
A kind of construction of plaster wall Download PDFInfo
- Publication number
- CN109403517A CN109403517A CN201811173632.2A CN201811173632A CN109403517A CN 109403517 A CN109403517 A CN 109403517A CN 201811173632 A CN201811173632 A CN 201811173632A CN 109403517 A CN109403517 A CN 109403517A
- Authority
- CN
- China
- Prior art keywords
- wall
- plaster wall
- plaster
- construction
- template
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
Abstract
The invention belongs to the wall construction fields based on gypsum building materials, and in particular to a kind of construction of plaster wall.The present invention builds the wall of plaster wall using the method constructed paragraph by paragraph, a small amount of template is only needed to be had enough to meet the need in work progress, and since the setting rate of gypsum material is fast, template is almost not subject to lateral pressure, therefore aluminium alloy even plastic formwork can be used in template, substantially reduces the cost of template, and template weight reduces, fast and easy is had enough to meet the need while reducing personnel's physical demand, is greatly facilitated the rapid construction of plaster wall.
Description
Technical field
The invention belongs to the wall construction fields based on gypsum building materials, and in particular to a kind of construction of plaster wall.
Background technique
Using gypsum as construction material, especially using the tailing ardealite of chemical fertilizer production as construction material, can either solve
It certainly the problem of ardealite exhaust emission environment, and can solve the high problem of construction material cost, be to kill two birds with one stone,
Using the construction method of conventional concrete material because of length the time required to concrete setting, large area formwork is needed, concrete is whole
Body pour after maintenance the long period could demoulding, the turn around time of template is long, and the template number disposably occupied is more, construction cost
It is higher, and the setting rate block of gypsum material, according to construction technology identical with conventional concrete, it is difficult to it is superior to embody its
Property.
Summary of the invention
The present invention is in order to solve above-mentioned problems of the prior art, and the present invention provides a kind of construction works of plaster wall
Method can effectively improve construction efficiency, and form cycling rate is accelerated, and the dosage of template is greatly reduced, and reduce construction cost.
The specific technical solution that the present invention uses is:
A kind of construction of plaster wall, includes the following steps:
A, wall position is determined on ground according to design planning and formwork forms wall and pours chamber,
B, to wall pour it is intracavitary pour gypsum slurry,
C, demoulding after the completion of gypsum slurry pours, demoulding gypsum slurry initial set simultaneously form plaster wall section,
D, the template removed using step c and the plaster wall section are surrounded next section of wall jointly and pour chamber,
E, above-mentioned a is repeated to Step d, is constructed paragraph by paragraph, and whole plaster wall is completed.
The plaster wall section and next section of wall pour and are provided with connecting structure on the face of plugging into of chamber.
The connecting structure is concave convex groove structure.
The forming method of the concave convex groove structure is,
It is poured in the step a in formwork formation wall and adds tongue and groove module in chamber, which is set to stone
In template corresponding to the face of plugging into of cream wall section, concave convex groove structure is formed after step b is poured.
It is previously provided on the ground and leads wall construction for carry plaster wall.
Described leads the positioning structure for formwork for having additional on wall and being laid with along plaster wall design direction.
The connecting structure is the hole of plugging into for the group pattern formula arrangement horizontally dug on the face of plugging into.
Unilateral or bilateral linear queue shape setting of the positioning structure for formwork in plaster wall, the Template Location
Structure includes the locating piece of multiple spaced L-shaped structures, and the horizontal position of the locating piece is on the inside of plaster wall, institute
The vertical portion for the locating piece stated is coplanar with plaster wall metope, and the locating piece is fixedly connected by peg with wall is led.
Staggeredly portion is overlapped to form between the template and plaster wall section, forms sealing knot by template clamping plaster wall section
Structure.
The wall, which pours, intracavitary is provided with Screw arbor with nut at both-ends casing.
The beneficial effects of the present invention are:
The present invention builds the wall of plaster wall using the method constructed paragraph by paragraph, and a small amount of template is only needed to carry out in work progress
Turnover, and since the setting rate of gypsum material is fast, template is almost not subject to lateral pressure, therefore aluminium can be used in template
Alloy even plastic formwork, substantially reduces the cost of template, and template weight reduces, and facilitates while reducing personnel's physical demand fast
Speed turnover, is greatly facilitated the rapid construction of plaster wall.
Detailed description of the invention
Fig. 1 is that wall of the invention pours the structural schematic diagram after chamber assembling；
Fig. 2 is the structural schematic diagram after splitting at template in Fig. 1；
In attached drawing, 1, wall pour chamber, 2, plaster wall section, 3, template, 4, lead wall, 201, face of plugging into, 202, hole of plugging into,
301, tongue and groove module, 302, staggeredly portion, 303, Screw arbor with nut at both-ends casing, 401, locating piece.
Specific embodiment
With reference to the accompanying drawing and specific embodiment the invention will be further described:
Specific embodiment, as shown in Figures 1 and 2, the present invention are a kind of construction of plaster wall, are included the following steps:
A, wall position is determined on ground according to design planning and formwork forms wall and pours chamber 1,
B, it is poured in chamber 1 to wall and pours gypsum slurry,
C, demoulding after the completion of gypsum slurry pours, demoulding gypsum slurry initial set simultaneously forms plaster wall section, because of gypsum itself
Setting rate Quickly, that is, demoulding pours and completes the gypsum that pours in chamber 1 of back wall and largely solidify, and demoulding while is surplus
The slurry that remaining top finally pours also gradually solidifies, thus can demoulding immediately, or for guarantee solidification completely also stand wait, the time
Less than or equal to 5 minutes,
D, the template 3 and the plaster wall section 2 removed using step c is surrounded next section of wall jointly and pours chamber 1,
E, above-mentioned a is repeated to Step d, is constructed paragraph by paragraph, and whole plaster wall is completed.
Formwork way uses common formwork way in the present invention, and template is by 303 formation width size of Screw arbor with nut at both-ends casing
Stable wall pours chamber 1, and construction site carries out the stirring of land plaster, and by expecting that the gypsum slurry being stirred is pumped by pump
Wall pours in chamber 1, since gypsum slurry solidifies rapid feature, while being pumped into wall and pour in chamber 1, and the gypsum of lower layer
Just gradually solidification upwards can almost be set about preparing form removal 3, by template slurry simultaneously after wall, which pours chamber 1, to be filled
After 3 remove, next section of plaster wall section is poured by this plaster wall section 2 formed, to gradually pour the whole gypsum of completion
Wall does not need a large amount of template 3 in work progress, only needs the template of enough plaster wall sections, template turnover rapidly, greatly
Production cost has been saved greatly, using gradually pouring, the mode formed paragraph by paragraph, between the time formed between adjacent plaster wall section 2
Every short, the cementability at seam of plugging into is good and each plaster wall section it is dry the time required to it is close, wall integrity can be excellent, is not easy
There is crack.
Further, as shown in Figures 1 and 2, the plaster wall section 2 and next section of wall pour the plugging on face 201 of chamber 1
It is provided with connecting structure.The connecting structure is concave convex groove structure.
The forming method of the concave convex groove structure is,
It is poured in the step a in formwork formation wall and adds tongue and groove module 301 in chamber 1, which sets
It is placed in the plugging into template 3 corresponding to face 201 of plaster wall section 2, forms concave convex groove structure after step b is poured.
The connecting structure of setting is used to connect the adjacent plaster wall section 2 in front and back, and the setting of concave convex groove structure is so that seam of plugging into
Contact area increase, improve the effect of bonding, the moisture of front-back wall section, which exchanges, to be increased, the rate of drying both enable compared with
To be consistent, it is located in the plaster wall section 2 of the preceding paragraph additionally, due to concave convex groove structure further groove, and next section of plaster wall section 2 is suitable
Gesture is formed as tongue structure, and still than the tongue position of rear solidification drying shrinkage can occur earlier for the groove position solidified first, so that
The nesting of tongue and groove is even closer, and switching performance is further promoted.
In addition, using tongue and groove module 301 formed groove structure, the two contact area is small, and can by template 3 separate after again
Rod-shaped tongue and groove module 301 is taken out, tongue and groove module 301 is separated with wall easily, wall is avoided to damage, so that wall
The pouring quality of body gets a promotion.
Further, it is previously provided on the ground and leads 4 structure of wall for carry plaster wall.Lead wall 4 on the one hand
Carrying basis is provided for plaster wall, the plaster wall more to absorb water is on the other hand pulled away into ground, the moisture in ground is avoided to infect
Plaster wall guarantees the durable of plaster wall.
Further, the connecting structure is plugging into for the group pattern formula arrangement horizontally dug on the face of plugging into
Hole 202.The linear array equally of hole 202 of plugging into or the multiple lines and multiple rows formula array of matrix form arrangement, when next section of plaster wall
The gypsum slurry of liquid fills up hole 202 of plugging into when section pours, and forms the horse tooth trough structure of similar traditional brick wall, improves two successively
The switching performance of the wall section of formation, since plaster wall section is merely through initial set, hardness at this time is lower, homogeneous, using electric drill
The mode of punching can be obtained pore structure of plugging into, and operation is more convenient, can promote working efficiency.
Further, described to lead the positioning structure for formwork for having additional on wall 4 and being laid with along plaster wall design direction.Described
For positioning structure for formwork in the linear queue shape setting of unilateral or bilateral of plaster wall, the positioning structure for formwork includes multiple
Every the locating piece 401 of the L-shaped structure of setting, the horizontal position of the locating piece 401 is on the inside of plaster wall, the positioning
The vertical portion of block 401 is coplanar with plaster wall metope, and the locating piece 401 is fixedly connected by peg with wall 4 is led.
Locating piece 401 is followed closely on leading wall 4 by peg, locating piece 401 is sleeved on wall in formwork and is poured in chamber 1
Portion, the vertical portion of locating piece 401 is bonded with the inside of template 3 at this time, is formed position-limiting action to template 3, is avoided pouring middle because of stone
The template 3 for pouring into and causing quality lighter of cream slurry is displaced, and when pouring completion and needing demoulding or moving die plate, is borrowed
The barrier effect for helping locating piece 401 avoids sharp template edge and scratches the plaster wall not yet solidified completely, in this way can
Shorten the waiting time, improve the turnaround speed of template, when template 3 is mobile, it is to be poured to next section that template 3 is pulled from worker
Wall position is mobile, ensure that the straight of front-back wall section, locating piece 401 reduce template by the guiding role of locating piece 401
Friction between plaster wall enables worker more easily to carry out the movement of template, greatly improves construction efficiency.
Further, staggeredly portion 302 are overlapped to form between the template 3 and plaster wall section 2, clamps stone by template 3
Cream wall section 2 forms sealing structure.Soon, quality is softer for the just solidification of plaster wall section 2 at this time, forms such as Fig. 1 by the clamping of template 3
Shown in staggeredly behind portion 302, on the one hand prevent the gypsum slurry newly poured from strutting groove position, on the other hand by it is this compared with
Crevice place is sealed for soft wall section, avoids slurry from leaking out, ensure that the planarization of front-back wall section, substantially reduces later period finishing
Cost.
Claims (10)
1. a kind of construction of plaster wall, characterized by the following steps:
A, wall position is determined on ground according to design planning and formwork forms wall and pours chamber,
B, to wall pour it is intracavitary pour gypsum slurry,
C, demoulding after the completion of gypsum slurry pours, demoulding gypsum slurry initial set simultaneously form plaster wall section,
D, the template removed using step c and the plaster wall section are surrounded next section of wall jointly and pour chamber,
E, above-mentioned a is repeated to Step d, is constructed paragraph by paragraph, and whole plaster wall is completed.
2. a kind of construction of plaster wall according to claim 1, it is characterised in that: the plaster wall section and next section
Wall pours and is provided with connecting structure on the face of plugging into of chamber.
3. a kind of construction of plaster wall according to claim 2, it is characterised in that: the connecting structure is bumps
Slot structure.
4. a kind of construction of plaster wall according to claim 3, it is characterised in that: the concave convex groove structure at
Type method is,
It is poured in the step a in formwork formation wall and adds tongue and groove module in chamber, which is set to plaster wall
In template corresponding to the face of plugging into of section, concave convex groove structure is formed after step b is poured.
5. a kind of construction of plaster wall according to claim 2, it is characterised in that: the connecting structure is to connect
Refute the hole of plugging into for the group pattern formula arrangement horizontally dug on face.
6. a kind of construction of plaster wall according to claim 1, it is characterised in that: preset on the ground
Have and leads wall construction for carry plaster wall.
7. a kind of construction of plaster wall according to claim 6, it is characterised in that: described leading has additional edge on wall
The positioning structure for formwork that plaster wall design direction is laid with.
8. a kind of construction of plaster wall according to claim 7, it is characterised in that: the positioning structure for formwork exists
The linear queue shape setting of the unilateral or bilateral of plaster wall, the positioning structure for formwork includes multiple spaced L-shaped
The locating piece of structure, the horizontal position of the locating piece is on the inside of plaster wall, the vertical portion of the locating piece and plaster wall
Metope is coplanar, and the locating piece is fixedly connected by peg with wall is led.
9. a kind of construction of plaster wall according to claim 1, it is characterised in that: the template and plaster wall section
Between overlap to form staggeredly portion, by template clamping plaster wall section formed sealing structure.
10. a kind of construction of plaster wall according to claim 1, it is characterised in that: the wall pours intracavitary
It is provided with Screw arbor with nut at both-ends casing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811173632.2A CN109403517A (en) | 2018-10-09 | 2018-10-09 | A kind of construction of plaster wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811173632.2A CN109403517A (en) | 2018-10-09 | 2018-10-09 | A kind of construction of plaster wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109403517A true CN109403517A (en) | 2019-03-01 |
Family
ID=65466875
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811173632.2A Pending CN109403517A (en) | 2018-10-09 | 2018-10-09 | A kind of construction of plaster wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109403517A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206139A (en) * | 2019-06-05 | 2019-09-06 | 贵州百胜工程建设咨询有限公司 | A kind of mass concrete construction method |
| CN112727072A (en) * | 2020-12-24 | 2021-04-30 | 天蓬智慧建造(广东)科技有限公司 | Construction method of cast-in-place wall |
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| EP2221425A1 (en) * | 2009-02-20 | 2010-08-25 | Algemene Participatie Kerkhofs, afgekort APK | Wall frame |
| CN101886402A (en) * | 2010-07-13 | 2010-11-17 | 中铁三局集团有限公司 | Diaphragm wall seam waterproof method and diaphragm wall construction method based on same |
| CN101914991A (en) * | 2010-04-02 | 2010-12-15 | 曾周亮 | Gypsum wall in-situ concreting equipment system and construction method thereof |
| CN104074285A (en) * | 2014-06-30 | 2014-10-01 | 浙江省二建建设集团有限公司 | ultra-long concrete wall body structure and method for controlling structural cracks by constructing wall body |
| CN105804294A (en) * | 2016-05-10 | 2016-07-27 | 天津城建大学 | Composite rammed-earth wall, template device adopted in construction thereof and construction method thereof |
| CN106013086A (en) * | 2016-06-23 | 2016-10-12 | 程华清 | Construction method for processing underground continuous wall joint through boss type I-steel joint box |
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2018
- 2018-10-09 CN CN201811173632.2A patent/CN109403517A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20090249725A1 (en) * | 2008-04-03 | 2009-10-08 | Mcdonagh Greg | Wall forming system and method thereof |
| EP2221425A1 (en) * | 2009-02-20 | 2010-08-25 | Algemene Participatie Kerkhofs, afgekort APK | Wall frame |
| CN101914991A (en) * | 2010-04-02 | 2010-12-15 | 曾周亮 | Gypsum wall in-situ concreting equipment system and construction method thereof |
| CN101886402A (en) * | 2010-07-13 | 2010-11-17 | 中铁三局集团有限公司 | Diaphragm wall seam waterproof method and diaphragm wall construction method based on same |
| CN104074285A (en) * | 2014-06-30 | 2014-10-01 | 浙江省二建建设集团有限公司 | ultra-long concrete wall body structure and method for controlling structural cracks by constructing wall body |
| CN105804294A (en) * | 2016-05-10 | 2016-07-27 | 天津城建大学 | Composite rammed-earth wall, template device adopted in construction thereof and construction method thereof |
| CN106013086A (en) * | 2016-06-23 | 2016-10-12 | 程华清 | Construction method for processing underground continuous wall joint through boss type I-steel joint box |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110206139A (en) * | 2019-06-05 | 2019-09-06 | 贵州百胜工程建设咨询有限公司 | A kind of mass concrete construction method |
| CN112727072A (en) * | 2020-12-24 | 2021-04-30 | 天蓬智慧建造(广东)科技有限公司 | Construction method of cast-in-place wall |
| CN112727072B (en) * | 2020-12-24 | 2023-02-28 | 广东天凛高新科技有限公司 | Construction method of cast-in-place wall |
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| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190301 |
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| RJ01 | Rejection of invention patent application after publication |