CN106567538B - A kind of positioning mold of toilet concrete flanging - Google Patents
A kind of positioning mold of toilet concrete flanging Download PDFInfo
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- CN106567538B CN106567538B CN201510656109.5A CN201510656109A CN106567538B CN 106567538 B CN106567538 B CN 106567538B CN 201510656109 A CN201510656109 A CN 201510656109A CN 106567538 B CN106567538 B CN 106567538B
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- truss
- toilet
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Abstract
The invention discloses a kind of positioning molds of toilet concrete flanging, including the composite roof truss for being located at the gang form of toilet inside and outside and being adapted with gang form and being connect by latch, gang form is suspended in midair and is positioned by composite roof truss, composite roof truss is arranged perpendicular to longitudinal longitudinal direction of toilet, and each component part of composite roof truss, which is connected by screw bolts, to be combined.Composite roof truss is promoted by both ends mandril, and is limited and promoted by pull rod, to achieve the purpose that composite roof truss compresses periphery template surface.This mold is provided with multiple composite roof trusses simultaneously, and multiple composite roof trusses and gang form are formed entirety, and mold body is made to have certain rigidity and intensity, the fixed entire mold of final all mandrils using composite roof truss.After mold assembling can integral hoisting, installation is removed convenient, and the rate of recovery is high, and cost is relatively low, strong applicability, and is not influenced the safety of structure and used function.
Description
Technical field
The present invention relates to architectural furniture, the positioning mold of specifically a kind of toilet concrete flanging, it is suitable for
Toilet concrete flanging and structure are disposably poured the template smash and are installed in monolithic reinforced concrete structure.
Background technique
At present in building engineering construction, toilet concrete flanging is poured when smashing using whole wooden model installation due to toilet
Interior external mold is to hang mould, and hanging interior external mold is because toilet warterproof requires preferably to fix, and integral mold plate intensity itself
Poor with rigidity, when concreting, easy unbalance stress goes out in later period masonry construction so as to cause serious deviation situation
Existing wall settement not only influences construction quality and duration, but also later rework cost is larger.And health is smash using secondary pour
Between concrete flanging construction, construction there is no standard way, construction quality is more difficult to control, and the later period is likely to occur leakage
Situation.
Summary of the invention
The purpose of the present invention is in view of the deficiencies of the prior art, and provide a kind of positioning mould of toilet concrete flanging
Tool, can guarantee toilet concrete flanging and structure a pouring pounding molding quality, after mold assembling can integral hoisting, install,
It is convenient to remove, and the rate of recovery is high, and cost is relatively low, strong applicability, and does not influence the safety of structure and use function.
Realizing the technical solution of the object of the invention is:
A kind of positioning mold of toilet concrete flanging, including be located at toilet inside and outside gang form and with combine
The composite roof truss that template is adapted and is connected by bolt, gang form are suspended in midair and are positioned by composite roof truss, and purlin is combined
Frame is arranged perpendicular to longitudinal longitudinal direction of toilet, and each component part of composite roof truss, which is connected by screw bolts, to be combined.
The gang form includes interior gang form and outer gang form, and longitudinal longitudinal direction of two templates is by level
Square steel tube and slot welding are composed, and lateral longitudinal direction is made of horizontal square steel tube and vertical square steel tube, is vertically and horizontally turned
Limiting slot is set at angle, guarantees that die plate corner is rectangular.
The composite roof truss is made of middle part adjustable truss, internal truss hoisting and external positioning truss；Middle part is adjustable
Truss carries out size adjusting according to various sizes of toilet, and composite roof truss is made to be suitable for various sizes of toilet.
The inside truss hoisting includes interior truss main body, internal model support rod and is arranged in interior truss body top
Hanging ring；The length of internal model support rod determines that width and toilet are longitudinally long by the depth in the heavy hole in toilet and the height of flange
Slot width in side on gang form matches, and pin hole is arranged and is fixed by bolt.
The external positioning truss includes outer truss main body, external mold support rod, mandril, pull rod and casing；External mold support
The length of bar determines by the flange height of toilet, the slot width outside width and toilet longitudinal direction long side on gang form
Match, and pin hole is set and is fixed by bolt；The beam bottom of lower part the setting pulling plate and toilet beams of concrete lower part of pull rod
Square item connection, the side setting screw rod of pulling plate are used to hold out against the side of beam bottom side's item, and pull rod top passes through coagulation after adding casing
Tu Liang is bolted with outer truss main body；The outermost end of external positioning truss is arranged in mandril, can be by rotation mandril
Row up and down adjustment.
The channel steel and angle side bracket that the slot of the gang form is open by single side form, and are welded into horizontal square steel tube
The width of type, the width and internal model support rod, external mold support rod of channel steel matches, and pin hole is arranged in side and is connected by bolt
It connects.
The limiting slot of the gang form is made of the channel steel that steel plate strip, angle side bracket and single side are open, limiting slot and transverse direction
Gang form on horizontal square steel tube connected by bolt, the horizontal square steel tube on channel steel, transverse combination template is respectively provided with phase
Matched pin hole.
Pull rod on the external positioning truss will affect the support system under positioning mold in stress, and processing scheme is
In beam bottom side, the upper surface elevation location of item is arranged overhanging horizon bar and connect with upright bar, and overhanging horizon bar is close to the upper of beam bottom side's item
Surface, restraint beam bottom side stress shift up.
The composite roof truss is vacantly located in building single side and at big angle, changes the external fixed form for positioning truss, single
Vertical square steel casing, the size and the size phase of external mold support rod of square steel casing is arranged in side form outside the hanging part beam of face
Match, and carries out bolt connection.
The composite roof truss does not use pull rod when passing through concrete wall column, changes the fixation side of external positioning truss
Formula, the upward displacement of positioning truss outside setting reinforcing bar snap lock limitation on the wall column reinforcing bar on external positioning truss top.
The reinforcing bar snap lock is made of bottom plate, cover board, stripper plate, ejector pin；Upper flange, side wing plate are provided on bottom plate
And lower wing plate, the upper flange, side wing plate, lower wing plate and cover board are respectively provided with the bolt hole to match, bottom plate passes through with cover board
It is bolted；Ejector pin top setting ejector pin screw rod is bolted with the upper flange on bottom plate, and lower part is the big steel in the small lower part in top
Different width specifications are arranged according to different rebar sizes for plate, ejector pin lower steel plate；Protruding portion above and below side wing plate on bottom plate
The medial surface of position sets arc groove, is in intermediate position when limiting reinforcing steel bar bear；Spacing between lower wing plate on bottom plate meets
The peace of different size ejector pin tears requirement open, that is, meets maximum ejector pin bottom width requirement；Stripper plate side is corresponding with ejector pin
Ramped shaped, other side centre are arc, and the prominent size of arc becomes no more than maximum flexibility of the reinforcing bar in reinforcing bar snap lock height
Shape amount.
When the reinforcing bar snap lock is installed, first stripper plate is placed in bottom plate, then connect cover board with bed bolt,
Ejector pin finally is inserted into from lower wing plate intermediate gaps and is bolted with upper flange, after reinforcing bar snap lock is inserted in reinforcing bar, tightens top
Pin screw rod can not be extremely screwed into, and operation can be completed, and when being used for different bar gauges, taken out former ejector pin and replaced and advise with new reinforcing bar
The matched ejector pin installation of lattice.
The positioning mold of toilet concrete flanging of the present invention: composite roof truss is promoted by the mandril at both ends, and passes through drawing
Bar limitation is promoted, to achieve the purpose that composite roof truss compresses periphery template surface.This mold is provided with multiple combination purlins simultaneously
Frame, and multiple composite roof trusses and gang form are formed into entirety, make mold body that there is certain rigidity and intensity, it is final to utilize
The fixed entire mold of all mandrils of composite roof truss.Composite roof truss makes the mold have guarantee toilet concrete flanging and structure
The quality of a pouring pounding molding, after mold assembling can integral hoisting, installation is removed convenient, and the rate of recovery is high, and cost is relatively low, is applicable in
Property it is strong, and do not influence the safety of structure and use function.
Detailed description of the invention
Fig. 1 is the overall structure diagram of positioning mold of the present invention；
Fig. 2 is the schematic diagram of composite roof truss in positioning mold；
Fig. 3 is the schematic diagram of the inside truss hoisting of composite roof truss；
Fig. 4 is the schematic diagram of the external positioning truss of composite roof truss；
Fig. 5 is the elevational schematic view of pull rod in external positioning truss；
Fig. 6 is the floor map of pull rod in external positioning truss；
Fig. 7 is the diagrammatic cross-section of longitudinal combination template in positioning mold；
Fig. 8 is the elevational schematic view of gang form in longitudinal direction in positioning mold；
Fig. 9 is the floor map of gang form in positioning mold；
Figure 10 is the slot schematic diagram of gang form in positioning mold；
Figure 11 is the schematic diagram of gang form limiting slot in positioning mold；
Figure 12 is positioning mold toilet bottom support system schematic diagram；
Figure 13 vacantly locates side form schematic diagram outside beam in single side for positioning mold；
Figure 14 is positioning mold in shearing wall column position partial cutaway schematic；
Figure 15 is the floor map of reinforcing bar snap lock in Figure 14；
Figure 16 is the diagrammatic cross-section of reinforcing bar snap lock in Figure 14；
Figure 17 is reinforcing bar snap lock floor diagram in Figure 14；
Figure 18 is reinforcing bar snap lock ejector pin schematic diagram in Figure 14；
Figure 19 is reinforcing bar snap lock stripper plate schematic diagram in Figure 14.
In figure, 1. support system, 2. beams of concrete, 3. gang form, 4. composite roof truss, 5. middle part adjustable truss
6. positioning 9. internal model support rod of truss main body, 10. hanging ring, 11. bolt in truss 8. outside inside truss hoisting 7.
12. 17. pulling plate of outer 13. external mold support rod of truss main body 14. mandril, 15. pull rod, 16. casing of hole, 18. screw rod
Outer 21. 23. limiting slot of horizontal 22. slot of square steel tube of gang form, 24. template 25. of gang form 20. in 19.
The overhanging level of 30. upright bar of vertical square steel tube 26. channel steel, 27. angle side bracket, 28. steel plate strip, 29. beam bottom side's item 31.
36. bottom plate of bar 32. square steel casing, 33. concrete wall column, 34. wall column reinforcing bar, 35. reinforcing bar snap lock, 37. cover board
38. 43. lower wing plate of stripper plate 39. ejector pin, 40. bolt hole, 41. upper flange, 42. side wing plate, 44. ejector pin screw rod.
Specific embodiment
Referring to Fig.1, a kind of positioning mold of toilet concrete flanging, including the gang form 3 being located inside and outside toilet
The composite roof truss 4 for being adapted with gang form 3 and being connect by bolt, gang form 3 by composite roof truss 4 carry out suspention and
Positioning, composite roof truss 4 perpendicular to toilet longitudinal direction longitudinal direction be arranged, each component part of composite roof truss 4 be connected by screw bolts into
Row combination.
Referring to Fig.1,11 Fig. 7-, the gang form 3 include interior gang form 19 and outer gang form 20, interior combination die
Longitudinal longitudinal direction of plate 19 and outer gang form 20 is composed of horizontal square steel tube 21 and the welding of slot 22, lateral long side
Direction is made of horizontal square steel tube 21 and vertical square steel tube 25, and vertically and horizontally limiting slot 23 is arranged in corner, guarantees 24 turns of template
Angle is rectangular.
Referring to Fig.1-6, the composite roof truss 4 is by middle part adjustable truss 5, internal truss hoisting 6 and external positioning truss 7
Composition；Middle part adjustable truss 5 carries out size adjusting according to various sizes of toilet, and composite roof truss 4 is made to be suitable for different sizes
Toilet.
Determines according to actual conditions, size cannot be adjusted for the inside truss hoisting 6 and external positioning 7 size of truss,
It should be configured according to different positions and requirement.
The inside truss hoisting 6 includes interior truss main body 8, internal model support rod 9 and is arranged in interior truss main body 8
The hanging ring 10 in portion；9 length of internal model support rod determines that width and toilet are vertical by the depth in the heavy hole in toilet and the height of flange
22 width of slot into long side on gang form 3 matches, and pin hole 11 is arranged and is fixed by bolt.
The external positioning truss 7 includes outer truss main body 12, external mold support rod 13, mandril 14, pull rod 15 and casing
16 compositions；13 length of external mold support rod is determined by the flange height of toilet, is combined outside width and toilet longitudinal direction long side
22 width of slot in template 3 matches, and pin hole 11 is arranged and is fixed by bolt；Pull rod 15 lower part setting pulling plate 17 with
Beam bottom side's item 29 of toilet beams of concrete lower part connects, and the side setting screw rod 18 of pulling plate 17 is for holding out against 29 side of beam bottom side's item
Side, 15 top of pull rod are bolted across beams of concrete 2 with outer truss main body 12 after adding casing 16；Mandril 14 is arranged in outside
The outermost end for positioning truss 7 can carry out up and down adjustment by rotating mandril 14.
Referring to Fig. 7-11, the channel steel 26 and angle side bracket 27 that the slot 22 of the gang form 3 is open by single side are formed, and with
Horizontal 21 welding fabrication of square steel tube, the width of the width and internal model support rod 9, external mold support rod 13 of channel steel 22 match, and
Side is arranged pin hole 11 and carries out bolt connection.
Channel steel 26 of the limiting slot 23 of the gang form 3 by steel plate strip 28, angle side bracket 27 and single side by mouth forms, and limits
Slot 23 is connect in transverse combination template 19 21 bolt of horizontal square steel tube, the horizontal square steel on channel steel 26, transverse combination template 3
Pipe 21 is respectively provided with the pin hole 11 to match.
Referring to Fig.1, Figure 12, the external pull rod 15 positioned on truss 7 will affect the branch under positioning mold in stress
Support system 1, processing scheme is that overhanging horizon bar 31 is arranged in 29 upper surface elevation location of beam bottom side's item to connect with upright bar 30, overhanging
Horizon bar 31 is close to 29 upper surface of beam bottom side's item, and item 29 stress in restraint beam bottom side shifts up.
Referring to Fig.1 3, the composite roof truss 4 building single side vacantly locate and big angle at, it is solid to change external positioning truss 7
Determine mode, vertical square steel casing 32,32 size of square steel casing and external mold is arranged in side form outside single side hanging part beam
13 size of support rod matches, and carries out bolt connection.
Referring to Fig.1 4, the composite roof truss 4 does not use pull rod 15 when passing through concrete wall column 33, and it is external fixed to change
Position 7 fixed form of truss, setting reinforcing bar snap lock 35 limits external positioning on the wall column reinforcing bar 34 on external positioning 7 top of truss
The upward displacement of truss 7.
4-19 referring to Fig.1, the reinforcing bar snap lock 35 are made of bottom plate 36, cover board 37, stripper plate 38, ejector pin 39；Bottom
Upper flange 41, side wing plate 42, lower wing plate 43, the upper flange 41, side wing plate 42, lower wing plate 43 and cover board are provided on plate 36
37 are respectively provided with the bolt hole 40 to match, and bottom plate 36 is bolted with cover board 37；Ejector pin screw rod 44 is arranged in 39 top of ejector pin
It is bolted with the upper flange 41 on bottom plate 36, lower part is the big steel plate in the small lower part in top, and 39 lower steel plate of ejector pin is according to difference
Rebar sizes different width specifications are set；It is recessed that the medial surface of about 42 protruding parts of side wing plate on bottom plate 36 sets arc
Slot is in intermediate position when limiting reinforcing steel bar bear；The spacing between lower wing plate 43 on bottom plate 36 meets different size ejector pin 39
Peace tear requirement open, that is, meet maximum 39 bottom width of ejector pin requirement；38 side of stripper plate is ramped shaped corresponding with ejector pin 39,
Other side interlude is arc, and the prominent size of segmental arc is not more than maximum bullet of the wall column reinforcing bar 34 in 35 height of reinforcing bar snap lock
Property deflection.
When the reinforcing bar snap lock 35 is installed, first stripper plate 38 is placed in bottom plate 36, then by cover board 35 and bottom plate
36 are bolted, and are finally inserted into ejector pin 39 from 43 intermediate gaps of lower wing plate and are bolted with upper flange 41, by reinforcing bar snap lock
After 35 are inserted in reinforcing bar, ejector pin screw rod 44 is tightened to that can not be screwed into, operation can be completed, when for different 34 specifications of wall column reinforcing bar
When, it takes out former ejector pin 39 and replaces and installed with the matched ejector pin 39 of new 34 specification of wall column reinforcing bar.
Claims (4)
1. a kind of positioning mold of toilet concrete flanging, gang form and and combination die including being located at toilet inside and outside
The composite roof truss that plate is adapted and is connected by bolt, gang form are suspended in midair and are positioned by composite roof truss, composite roof truss
Perpendicular to longitudinal longitudinal direction setting of toilet, each component part of composite roof truss, which is connected by screw bolts, to be combined；
It is characterized in that: the composite roof truss is made of middle part adjustable truss, internal truss hoisting and external positioning truss；It is described
External positioning truss include outer truss main body, external mold support rod, mandril, pull rod and casing；The length of external mold support rod is by defending
Flange height between life determines that width matches with the slot width on gang form outside the long side of toilet longitudinal direction, and sets
Pin hole is set to fix by bolt；The lower part setting pulling plate of pull rod is connect with beam bottom side's item of toilet beams of concrete lower part, is drawn
The side setting screw rod of plate is used to hold out against the side of beam bottom side's item, and pull rod top passes through beams of concrete and outer truss after adding casing
Main body is bolted；The outermost end of external positioning truss is arranged in mandril, can carry out up and down adjustment by rotating mandril.
2. the positioning mold of a kind of toilet concrete flanging according to claim 1, it is characterized in that: the combination purlin
The building Jia single side is vacantly located and at big angle, changes the external fixed form for positioning truss, side form outside single side hanging part beam
Vertical square steel casing is set, and the size of square steel casing and the size of external mold support rod match, and carry out bolt connection.
3. the positioning mold of a kind of toilet concrete flanging according to claim 1, it is characterized in that: the combination purlin
Frame does not use pull rod when passing through concrete wall column, changes the fixed form of external positioning truss, positions truss top in outside
Wall column reinforcing bar on setting reinforcing bar snap lock limit the upward displacement of external positioning truss.
4. the positioning mold of a kind of toilet concrete flanging according to claim 3, it is characterized in that: the reinforcing bar bullet
Property lock be made of bottom plate, cover board, stripper plate, ejector pin；Upper flange, side wing plate and lower wing plate, the upper limb are provided on bottom plate
Plate, side wing plate, lower wing plate and cover board are respectively provided with the bolt hole to match, and bottom plate is bolted with cover board；Ejector pin top is set
Top set pin screw rod is bolted with the upper flange on bottom plate, and lower part is the big steel plate in the small lower part in top, ejector pin lower steel plate according to
Different width specifications are arranged in different rebar sizes；It is recessed to set arc for the medial surface of protruding parts above and below side wing plate on bottom plate
Slot is in intermediate position when limiting reinforcing steel bar bear；The peace that the spacing between lower wing plate on bottom plate meets different size ejector pin is torn open
It is required that meeting maximum ejector pin bottom width requirement；Stripper plate side is ramped shaped corresponding with ejector pin, is among the other side
Arc, the prominent size of arc are not more than maximum flexibility deflection of the reinforcing bar in reinforcing bar snap lock height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510656109.5A CN106567538B (en) | 2015-10-12 | 2015-10-12 | A kind of positioning mold of toilet concrete flanging |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510656109.5A CN106567538B (en) | 2015-10-12 | 2015-10-12 | A kind of positioning mold of toilet concrete flanging |
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| Publication Number | Publication Date |
|---|---|
| CN106567538A CN106567538A (en) | 2017-04-19 |
| CN106567538B true CN106567538B (en) | 2019-01-08 |
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ID=58508115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510656109.5A Active CN106567538B (en) | 2015-10-12 | 2015-10-12 | A kind of positioning mold of toilet concrete flanging |
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| Country | Link |
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| CN (1) | CN106567538B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108086675A (en) * | 2018-02-01 | 2018-05-29 | 福建省南铝铝模科技有限公司 | A kind of caisson of toilet formwork structure |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05113029A (en) * | 1991-03-13 | 1993-05-07 | Okabe Co Ltd | Beam form timbering unit |
| CN102383593A (en) * | 2011-08-29 | 2012-03-21 | 浙江城建建设集团有限公司 | Support formwork device and construction method for one-step formed flange concrete in kitchens and toilets |
| CN102505840A (en) * | 2011-11-02 | 2012-06-20 | 中建三局第二建设工程有限责任公司 | Recyclable and adjustable angle steel supporting system and processing method thereof |
| CN102787717A (en) * | 2012-05-16 | 2012-11-21 | 杭州恒达钢构股份有限公司 | Self-supporting combined steel template construction method |
| CN202672714U (en) * | 2012-06-26 | 2013-01-16 | 中天建设集团有限公司 | Fixed angle steel stiffening template |
| CN204571294U (en) * | 2015-04-28 | 2015-08-19 | 中国建筑第五工程局有限公司 | Different level concrete support mould tool |
| CN204645607U (en) * | 2015-05-08 | 2015-09-16 | 青岛一建集团有限公司 | A kind of one-time-concreting washroom turns edge the falsework of concrete formation |
| CN205063336U (en) * | 2015-10-12 | 2016-03-02 | 广西建工集团第四建筑工程有限责任公司 | Turn down rims positioning die of bathroom concrete |
-
2015
- 2015-10-12 CN CN201510656109.5A patent/CN106567538B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH05113029A (en) * | 1991-03-13 | 1993-05-07 | Okabe Co Ltd | Beam form timbering unit |
| CN102383593A (en) * | 2011-08-29 | 2012-03-21 | 浙江城建建设集团有限公司 | Support formwork device and construction method for one-step formed flange concrete in kitchens and toilets |
| CN102505840A (en) * | 2011-11-02 | 2012-06-20 | 中建三局第二建设工程有限责任公司 | Recyclable and adjustable angle steel supporting system and processing method thereof |
| CN102787717A (en) * | 2012-05-16 | 2012-11-21 | 杭州恒达钢构股份有限公司 | Self-supporting combined steel template construction method |
| CN202672714U (en) * | 2012-06-26 | 2013-01-16 | 中天建设集团有限公司 | Fixed angle steel stiffening template |
| CN204571294U (en) * | 2015-04-28 | 2015-08-19 | 中国建筑第五工程局有限公司 | Different level concrete support mould tool |
| CN204645607U (en) * | 2015-05-08 | 2015-09-16 | 青岛一建集团有限公司 | A kind of one-time-concreting washroom turns edge the falsework of concrete formation |
| CN205063336U (en) * | 2015-10-12 | 2016-03-02 | 广西建工集团第四建筑工程有限责任公司 | Turn down rims positioning die of bathroom concrete |
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| CN106567538A (en) | 2017-04-19 |
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