CN109024987A - Construction method is poured after a kind of toilet shear wall - Google Patents

Construction method is poured after a kind of toilet shear wall Download PDF

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Publication number
CN109024987A
CN109024987A CN201810955968.8A CN201810955968A CN109024987A CN 109024987 A CN109024987 A CN 109024987A CN 201810955968 A CN201810955968 A CN 201810955968A CN 109024987 A CN109024987 A CN 109024987A
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CN
China
Prior art keywords
template
toilet
floor
shear
construction
Prior art date
Application number
CN201810955968.8A
Other languages
Chinese (zh)
Inventor
刘钊
姚禹
Original Assignee
中冶建工集团有限公司
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 中冶建工集团有限公司 filed Critical 中冶建工集团有限公司
Priority to CN201810955968.8A priority Critical patent/CN109024987A/en
Publication of CN109024987A publication Critical patent/CN109024987A/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members

Abstract

The invention discloses pour construction method after a kind of toilet shear wall, which is characterized in that the first surveying setting-out on the floor of pouring molding of the position according to walling body to be poured determines the construction area of toilet wall;The floor dabbing of construction area is formed into dabbing area again, sets up pouring construction template in dabbing area;It finally carries out concreting and vibrates, the demoulding after concrete strength reaches strength of mould stripping.The present invention has process simple, easy for construction, is conducive to the advantages that improving the knock-kneed construction quality of shear wall, improving waterproof performance.

Description

Construction method is poured after a kind of toilet shear wall

Technical field

The present invention relates to technical field of building construction, in particular to pouring construction method after a kind of toilet shear wall.

Background technique

Underground waterproof, roof waterproof and toilet warterproof are that the emphasis of Construction Quality control, especially toilet are anti- Water not only influences whether the use function of toilet once there is hidden danger, causes inconvenience to life, also will affect neighbourhood It is harmonious.

Since wall is usually that construction is formed again after the completion of ground structure layer, so that the handover position of the two is usual There can be gap, after house is built up, the junction on wall segment and ground can form small crack because of contraction distortion, make At leakage hidden trouble.In addition, the coating on metope can fall because of gravity, and accumulate when to wall brushing water-repellent paint At corner, the coating of accumulation is once excessive, will affect the rate of drying of coating, it is also possible to crack.For this purpose, existing defend The junction on wall and ground usually requires smear arc processing between life, i.e., smears the two junction in the arc-shaped, avoids coating It is accumulated at corner, dry and cracked, raising waterproof performance occurs.But current arc processing of smearing is usually to complete in wall and ground It individually carries out again afterwards, and smears the crack that arc processing not can avoid wall and ground is formed by contraction distortion, however it remains is latent Leakage hidden trouble.

Summary of the invention

In view of the above shortcomings of the prior art, the technical problems to be solved by the present invention are: how to provide a kind of process letter It is single, it is easy for construction, be conducive to improve the knock-kneed construction quality of shear wall, improve the toilet shear wall construction side of waterproof performance Method.

In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:

Construction method is poured after a kind of toilet shear wall, which is characterized in that is first built up according to the position of walling body to be poured pouring Surveying setting-out on the floor of type determines the construction area of toilet wall;The floor dabbing of construction area is formed into dabbing area again, Pouring construction template is set up in dabbing area;It finally carries out concreting and vibrates, it is strong to reach demoulding to concrete strength Demoulding after degree.

Further, the pouring construction template includes the side wall template component being fixedly supported on floor, the side wall Template component includes the side wall template being located directly opposite in parallel in walling body to be poured two sides, connect the side wall template of two sides to drawing The diagonal brace of bolt and inclined shore between side wall template and floor;Under the side wall template on the inside of toilet End is also connected with internal corner formwork, and there are two orthogonal forming surface, one of forming surface and institutes for tool on the internal corner formwork The forming surface for stating side wall template is concordant, another forming surface is concordant with the upper surface of floor;Two moldings of the internal corner formwork The intersection in face is arc-shaped, and with the corner of walling body to be poured to smear arc radius consistent for radius.

Using the above structure, due to the corner of arc radius and walling body to be poured between two forming surfaces of internal corner formwork It is consistent to smear arc radius, so that after the completion of wall pours, so that it may which the circular arc in straight forming corner, the molding inner corner trim of formed by integrally casting are saved It is subsequent to smear arc working procedure, it can to avoid wall and floor from forming crack because of contraction distortion, and can prevent from constructing The artificial destruction of personnel improves the knock-kneed construction quality of shear wall.And arc-shaped corner can also be to avoid coating in corner Dry and cracked, raising waterproof performance occurs for place's accumulation.

It further, further include the horizontal shuttering being fixedly connected on the internal corner formwork, the molding of the horizontal shuttering Down, and it is concordant with the horizontal form face of the internal corner formwork;The plane template is fixed by a pin on floor, makes institute The forming surface for stating horizontal shuttering is close to the upper surface of floor.

Before rear pouring concrete wall, to keep the combination between rear pouring concrete and floor even closer, it usually needs Will first molding floor dabbing, form faying face, the height of faying face will be generally below floor upper surface, and when rear pouring concrete needs It to be filled and led up by pouring.In above structure, since the forming surface of horizontal shuttering and the horizontal form face of internal corner formwork are concordant, Horizontal shuttering is fixed on floor by pin, so that it may the horizontal form face for guaranteeing internal corner formwork and molding floor Upper surface is concordant, is conducive to the Forming Quality of the concrete and floor that pour after improving.

Further, the side wall template, internal corner formwork and horizontal shuttering are the template of aluminum alloy material, include edge The longitudinal rib of length direction setting, the cross rib being arranged in the width direction, and the panel being laid in longitudinal rib and cross rib, the longitudinal rib With the pin hole being placed equidistant with is all had on cross rib;Connect between two neighboring mold using pin and matched arc selling sheet are fixed It connects.

Aluminum alloy mould plate has light-weight, can reuse, utilization rate is higher, easy for installation, can effectively shorten and apply The work period is short.

Further, the side wall template component further includes the back cord being arranged on the outside of the side wall template, described pair of drawing The both ends of bolt extend through the back cord.

Further, one end of the diagonal brace is hinged with fixation steel plate, and the fixation steel plate is fixed by a pin to floor On;The other end of the diagonal brace is fixedly connected with the back cord.

Further, there are two the diagonal braces for setting in the same vertical plane perpendicular to walling body to be poured, wherein one A diagonal brace is connect with the back cord of side wall template upper end, the back cord of another described diagonal brace and side wall template lower end Connection.

Further, the diagonal brace includes the casing for being located at both ends, and the adjusting being connected between two described sleeve pipes Threaded rod, the both ends for adjusting threaded rod are respectively provided with oppositely arranged screw thread, and middle part has vertically disposed torsion bar;Two The inner hole of a described sleeve pipe is respectively provided with the internal screw thread being correspondingly arranged with the adjusting threaded rod.

Further, split bolt equidistant placement in the vertical direction, and the split bolt for being located at bottommost arrives The minimum range of floor is 30cm.

Further, in a vertical direction, the spacing of the two neighboring split bolt is 80cm ~ 100cm.

In conclusion the present invention has process simple, and it is easy for construction, be conducive to improve the knock-kneed construction matter of shear wall The advantages that amount, raising waterproof performance.

Detailed description of the invention

Fig. 1 is the structural schematic diagram of the embodiment of the present invention.

Fig. 2 is the structural schematic diagram of side wall template and horizontal shuttering in Fig. 1.

Fig. 3 is the structural schematic diagram of internal corner formwork in Fig. 1.

Fig. 4 is the structural schematic diagram of diagonal brace in Fig. 1.

Specific embodiment

The present invention is described in further detail with reference to the accompanying drawing.

When it is implemented, as shown in Figure 1, a kind of construction template structure of toilet wall, including it is fixedly supported on floor On side wall template component 1, the side wall template component includes the side wall mould being located directly opposite in parallel in walling body to be poured two sides Plate 11, split bolt 12 and the inclined shore for connecting the side wall template 11 of two sides are oblique between side wall template 11 and floor Support 13;The lower end of the side wall template 11 on the inside of toilet is also connected with internal corner formwork 2, has on the internal corner formwork 2 There are two orthogonal forming surfaces, and one of forming surface is concordant with the forming surface of the side wall template 11, another molding Face is concordant with the upper surface of floor;The intersection of two forming surfaces of the internal corner formwork 2 be it is arc-shaped, and radius with wait pour It is consistent that arc radius is smeared in the corner of wall.It further include the horizontal shuttering 3 being fixedly connected on the internal corner formwork 2, the horizontal mould The molding of plate 3 is face-down, and concordant with the horizontal form face of the internal corner formwork 2;The plane template 3 is fixed by a pin to On floor, the forming surface of the horizontal shuttering 3 is made to be close to the upper surface of floor.

As shown in Figures 2 and 3, the side wall template 11, internal corner formwork 2 and horizontal shuttering 3 are the mould of aluminum alloy material Plate includes the longitudinal rib being arranged along its length, the cross rib being arranged in the width direction, and the face being laid in longitudinal rib and cross rib Plate all has the pin hole being placed equidistant in the longitudinal rib and cross rib;Pin and matched arc are used between two neighboring mold Shape selling sheet is fixedly connected.Aluminum alloy mould plate has light-weight, can reuse, utilization rate is higher, easy for installation, can be effective Shorten short construction period.

When Concrete facts, the side wall template component 1 further includes the back cord 14 that 11 outside of side wall template is arranged in, institute The both ends for stating split bolt 12 extend through the back cord 14.One end of the diagonal brace 13 is hinged with fixation steel plate, the fixation Steel plate is fixed by a pin on floor;The other end of the diagonal brace 13 is fixedly connected with the back cord.Perpendicular to wait pour It is arranged there are two the diagonal brace 13, on one of them described diagonal brace 13 and the side wall template 11 in the same vertical plane of wall The back cord at end connects, another described diagonal brace 13 is connect with the back cord of 11 lower end of side wall template.As shown in figure 4, described oblique Support 13 includes the casing for being located at both ends, and the adjusting threaded rod being connected between two described sleeve pipes, the adjusting threaded rod Both ends be respectively provided with oppositely arranged screw thread, and middle part has vertically disposed torsion bar;The inner hole difference of two described sleeve pipes With the internal screw thread being correspondingly arranged with the adjusting threaded rod.The split bolt 12 equidistant placement in the vertical direction, and be located at The minimum range of the split bolt 12 of bottommost to floor is 30cm, and the spacing of the two neighboring split bolt is 80cm。

When Specific construction, the first surveying setting-out on the floor of pouring molding of the position according to toilet wall determines health Between wall construction area, the floor dabbing of construction area is then formed into dabbing area, sets up above-mentioned construction formwork in dabbing area Structure, while so that horizontal shuttering is stretched out dabbing area, and be fixed by a pin on floor, so that the forming surface of horizontal shuttering is close to building The upper surface of plate;It finally carries out concreting and smashes vibration, the form removal after concrete formation is completed toilet wall and poured Construction.Specifically, dabbing area be lower than 1.5~3cm of floor level, in this way, enable the secondary concrete poured preferably with The floor of pouring molding combines, and improves the intensity of combination.Furthermore it is also possible to by dabbing area towards the direction on the inside of toilet Extend 20~30cm, can both increase the faying face between secondary casting concrete and floor in this way, and improve the intensity of combination, again The arc-shaped corner poured can be made to be located at the medium position of casting concrete, Forming Quality is easier to control, and intensity is more preferable. When it is implemented, when pouring build floor, can also pour to form the groove of 1~2mm in the construction area of toilet wall.This Sample can both reduce subsequent surveying setting-out process, can also save the difficulty of dabbing construction, shorten the time of dabbing construction, Improve construction efficiency.

The foregoing is merely illustrative of the preferred embodiments of the present invention, is not limitation with the present invention, all in essence of the invention Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.

Claims (10)

1. pouring construction method after a kind of toilet shear wall, which is characterized in that first poured according to the position of walling body to be poured Surveying setting-out on molding floor determines the construction area of toilet wall;The floor dabbing of construction area is formed into dabbing again Area sets up pouring construction template in dabbing area;It finally carries out concreting and vibrates, reach demoulding to concrete strength Demoulding after intensity.
2. pouring construction method after toilet shear wall as described in claim 1, which is characterized in that the pouring construction template Including the side wall template component being fixedly supported on floor, the side wall template component includes being located directly opposite in parallel wait pour The side wall template of wall two sides, the split bolt and inclined shore for connecting the side wall template of two sides are in side wall template and floor Between diagonal brace;The lower end of the side wall template on the inside of toilet is also connected with internal corner formwork, on the internal corner formwork There are two orthogonal forming surfaces for tool, and one of forming surface is concordant with the forming surface of the side wall template, another molding Face is concordant with the upper surface of floor;The intersection of two forming surfaces of the internal corner formwork be it is arc-shaped, and radius with wait pour It is consistent that arc radius is smeared in the corner of wall.
3. pouring construction method after toilet shear wall as claimed in claim 2, which is characterized in that further include being fixedly connected on The molding of horizontal shuttering on the internal corner formwork, the horizontal shuttering is face-down, and the horizontal form with the internal corner formwork Face is concordant;The plane template is fixed by a pin on floor, and the forming surface of the horizontal shuttering is made to be close to the upper table of floor Face.
4. pouring construction method after toilet shear wall as claimed in claim 3, which is characterized in that the side wall template, yin Angle formwork and horizontal shuttering are the template of aluminum alloy material, include the longitudinal rib being arranged along its length, set in the width direction The cross rib set, and the panel being laid in longitudinal rib and cross rib all have the pin hole being placed equidistant in the longitudinal rib and cross rib; It is fixedly connected between two neighboring mold using pin and matched arc selling sheet.
5. pouring construction method after toilet shear wall as claimed in claim 2, which is characterized in that the side wall template component It further include the back cord being arranged on the outside of the side wall template, the both ends of the split bolt extend through the back cord.
6. pouring construction method after toilet shear wall as claimed in claim 5, which is characterized in that cut with scissors one end of the diagonal brace It is connected to fixation steel plate, the fixation steel plate is fixed by a pin on floor;The other end of the diagonal brace is fixed with the back cord Connection.
7. pouring construction method after toilet shear wall as claimed in claim 5, which is characterized in that perpendicular to walling to be poured There are two the diagonal brace, the back cords of one of them described diagonal brace and side wall template upper end for setting in the same vertical plane of body Connection, another described diagonal brace are connect with the back cord of side wall template lower end.
8. pouring construction method after toilet shear wall as claimed in claim 2, which is characterized in that the diagonal brace includes being located at The casing at both ends, and the adjusting threaded rod being connected between two described sleeve pipes, the both ends for adjusting threaded rod have respectively There is oppositely arranged screw thread, and middle part has vertically disposed torsion bar;The inner hole of two described sleeve pipes is respectively provided with and the tune The internal screw thread that section threaded rod is correspondingly arranged.
9. pouring construction method after toilet shear wall as claimed in claim 2, which is characterized in that the split bolt is along perpendicular To direction equidistant placement, and the minimum range for being located at the split bolt to the floor of bottommost is 30cm.
10. pouring construction method after toilet shear wall as claimed in claim 9, which is characterized in that in a vertical direction, phase The spacing of adjacent two split bolts is 80cm ~ 100cm.
CN201810955968.8A 2018-08-21 2018-08-21 Construction method is poured after a kind of toilet shear wall CN109024987A (en)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653480A (en) * 2019-01-29 2019-04-19 德成建设集团有限公司 A kind of construction of lift well internal model structure and construction method
CN110469107A (en) * 2019-07-12 2019-11-19 中国华冶科工集团有限公司 The construction of toilet root shaper and construction method

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Publication number Priority date Publication date Assignee Title
DE3140287A1 (en) * 1981-10-10 1983-04-28 Artur Distel Device for producing concrete walls of storey height
CN201292669Y (en) * 2008-10-22 2009-08-19 魏志光 Cast-in-place concrete wall form bracing composite structure
CN102704672A (en) * 2012-06-28 2012-10-03 天津住宅集团建设工程总承包有限公司 Installation construction method for large all-steel formwork at internal corner of shear wall
CN103967268A (en) * 2013-01-31 2014-08-06 同济大学 Building template for aluminum frame wood-plastic plate
CN204703501U (en) * 2015-02-12 2015-10-14 苏鸿飞 Building internal corner template and building internal corner template system
CN105888108A (en) * 2016-05-25 2016-08-24 中大建设股份有限公司 Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall
CN106049852A (en) * 2016-05-24 2016-10-26 成都市第建筑工程公司 Tool type aluminum alloy formwork and construction method thereof
CN206233560U (en) * 2016-11-01 2017-06-09 中国建筑第八工程局有限公司 Wall formwork erecting structure
US20180058082A1 (en) * 2016-08-25 2018-03-01 Midwest Concrete & Masonry Supply, Inc. Ground anchor bracket for multiple wall braces
CN207228622U (en) * 2017-08-21 2018-04-13 韩向东 Steel form component for prefabricated/cast-in-place concrete
CN207392738U (en) * 2017-07-28 2018-05-22 广东合迪科技股份有限公司 Caisson of toilet template system

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3140287A1 (en) * 1981-10-10 1983-04-28 Artur Distel Device for producing concrete walls of storey height
CN201292669Y (en) * 2008-10-22 2009-08-19 魏志光 Cast-in-place concrete wall form bracing composite structure
CN102704672A (en) * 2012-06-28 2012-10-03 天津住宅集团建设工程总承包有限公司 Installation construction method for large all-steel formwork at internal corner of shear wall
CN103967268A (en) * 2013-01-31 2014-08-06 同济大学 Building template for aluminum frame wood-plastic plate
CN204703501U (en) * 2015-02-12 2015-10-14 苏鸿飞 Building internal corner template and building internal corner template system
CN106049852A (en) * 2016-05-24 2016-10-26 成都市第建筑工程公司 Tool type aluminum alloy formwork and construction method thereof
CN105888108A (en) * 2016-05-25 2016-08-24 中大建设股份有限公司 Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall
US20180058082A1 (en) * 2016-08-25 2018-03-01 Midwest Concrete & Masonry Supply, Inc. Ground anchor bracket for multiple wall braces
CN206233560U (en) * 2016-11-01 2017-06-09 中国建筑第八工程局有限公司 Wall formwork erecting structure
CN207392738U (en) * 2017-07-28 2018-05-22 广东合迪科技股份有限公司 Caisson of toilet template system
CN207228622U (en) * 2017-08-21 2018-04-13 韩向东 Steel form component for prefabricated/cast-in-place concrete

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109653480A (en) * 2019-01-29 2019-04-19 德成建设集团有限公司 A kind of construction of lift well internal model structure and construction method
CN109653480B (en) * 2019-01-29 2019-09-20 德成建设集团有限公司 A kind of construction of lift well internal model structure and construction method
CN110469107A (en) * 2019-07-12 2019-11-19 中国华冶科工集团有限公司 The construction of toilet root shaper and construction method

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