CN205063336U - Turn down rims positioning die of bathroom concrete - Google Patents
Turn down rims positioning die of bathroom concrete Download PDFInfo
- Publication number
- CN205063336U CN205063336U CN201520787132.3U CN201520787132U CN205063336U CN 205063336 U CN205063336 U CN 205063336U CN 201520787132 U CN201520787132 U CN 201520787132U CN 205063336 U CN205063336 U CN 205063336U
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- truss
- plate
- washroom
- bar
- arranges
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Abstract
The utility model discloses a turn down rims positioning die of bathroom concrete, including the built -up plate that establishes in the bathroom inside and outside and with built -up plate looks adaptation and the composite truss through bolt connection, built -up plate suspends in midair and fix a position through composite truss, the vertical long limit direction of composite truss perpendicular to bathroom sets up, each component parts adoption bolted connection of composite truss makes up. Composite truss passes through the both ends ejector pin and promotes to through pull rod restriction promotion, thereby reach the purpose that composite truss compressed tightly peripheral template surface. This mould has set up a plurality of composite truss simultaneously to form a plurality of composite truss and built -up plate wholly, make mould itself have certain rigidity and intensity, finally utilize composite truss's the fixed whole mould of all ejector pins. But mould post assembling integral hoisting installs, demolishs the convenience, and the rate of recovery is high, and the cost is lower, and the suitability is strong, and does not influence the safety and the service function of structure.
Description
Technical field
The utility model relates to architectural furniture, specifically the jig of a kind of washroom concrete flanging, and it to be applicable in monolithic reinforced concrete structure washroom concrete flanging and structure is disposable waters the model sheetinstallat smash.
Background technology
In current building engineering construction, washroom concrete flanging adopts overall wooden model to install, water when smashing and hang mould because external mold in washroom is, unsettled interior external mold because of toilet warterproof require can not fix preferably, and the strength and stiffness of integral mold plate own is poor, there is body of wall settement in the easy unbalance stress when concreting thus cause serious off normal situation in later stage masonry construction, not only affect workmanship and duration, and later rework cost is larger.And adopting secondary to water to smash the construction of washroom concrete flanging, the way of its construction not standard, the more difficult control of construction quality, the situation of seepage may be there is in the later stage.
Utility model content
The purpose of this utility model is for the deficiencies in the prior art, and the jig of a kind of washroom concrete flanging is provided, it can ensure that washroom concrete flanging and structure are once watered and smash Forming Quality, can integral hoisting after mould assembling, install, remove conveniently, the rate of recovery is high, and cost is lower, applicability is strong, and does not affect safety and the using function of structure.
The technical scheme realizing the utility model object is:
The jig of a kind of washroom concrete flanging, comprise the gang form and composite roof truss that is suitable with gang form and that be connected by latch that are located at inside and outside, washroom, gang form is undertaken suspending in midair and locating by composite roof truss, composite roof truss is arranged perpendicular to longitudinal long side direction of washroom, and each ingredient of composite roof truss is with bolts to be combined.
Described gang form comprises interior gang form and outer gang form, longitudinal long side direction of two templates combines by horizontal square steel pipe and slot welding, horizontal long side direction is by horizontal square steel pipe and vertical square steel pipe composition, in length and breadth stopper slot is set to corner, ensures that die plate corner is rectangular.
Described composite roof truss is made up of middle part adjustable truss, inner truss hoisting and outside location truss; Middle part adjustable truss carries out size adjusting according to the washroom of different size, makes composite roof truss be applicable to the washroom of different size.
Described inside truss hoisting comprises interior truss main body, internal mold support bar and is arranged on the suspension ring of interior truss body top; The length of internal mold support bar is sunk the degree of depth in hole by washroom and is determined with the height of flange, and the slot width in its width and the long limit of longitudinal direction, washroom on gang form matches, and arranges pin hole and fixed by latch.
Described location, outside truss comprises outer truss main body, external mold support bar, push rod, pull bar and sleeve pipe; The length of external mold support bar is determined by the flange height of washroom, and its width and the washroom slot width longitudinally on the outer set shuttering of long limit matches, and arranges pin hole and fixed by latch; The bottom of pull bar arranges arm-tie and is connected with side's bar at the bottom of the beam of concrete beam bottom, washroom, and the side of arm-tie arranges screw rod for holding out against the side of side's bar at the bottom of beam, is bolted after pull bar top adds sleeve pipe through concrete beam and outer truss main body; Push rod is arranged on the outermost end of outside location truss, can carry out up-down adjustment by rotating push rod.
The slot of described gang form is made up of the channel-section steel of one side opening and angle side bracket, and with horizontal square steel pipe welding fabrication, the width of the width of channel-section steel and internal mold support bar, external mold support bar matches, and arranges pin hole in side and connected by latch.
The stopper slot of described gang form is made up of the channel-section steel of steel plate strip, angle side bracket and one side opening, stopper slot is connected by latch with the horizontal square steel pipe on horizontal gang form, and the horizontal square steel pipe in channel-section steel, transverse combination template all arranges the pin hole matched.
Pull bar on the truss of location, described outside can affect the support system under jig when stressed, processing scheme is that the upper surface elevation location of side's bar at the bottom of beam arranges overhanging horizon bar and is connected with vertical rod, overhanging horizon bar is close to the upper surface of side's bar at the bottom of beam, and at the bottom of restraint beam, side's bar is stressed to top offset.
Described composite roof truss is the unsettled place of an one side and big angle place in building, change the fixed form of outside location truss, the outside side form of one side hanging part beam arranges vertical square steel sleeve pipe, and the size of square steel sleeve pipe and the size of external mold support bar match, and carry out latch connection.
Described composite roof truss, when through concrete wall column, does not use pull bar, changes the fixed form of outside location truss, and the wall column reinforcing bar on truss top, location, outside arranges the displacement upwards of reinforcing bar snap lock restriction outside location truss.
Described reinforcing bar snap lock is made up of base plate, cover plate, stripper plate, ejector pin; Base plate is provided with upper flange, limit wing plate and lower wing plate, described upper flange, limit wing plate, lower wing plate and cover plate all arrange the bolt hole matched, and base plate and cover plate are bolted; Ejector pin top arranges ejector pin screw rod and is connected with the upper flange bolt on base plate, and bottom is the large steel plate in little bottom, top, and ejector pin lower steel plate arranges different width specifications according to different rebar sizes; The medial surface that position given prominence to up and down by limit wing plate on base plate establishes arc groove, and mediate during restriction reinforcing steel bar bear position; The peace that spacing between lower wing plate on base plate meets different size ejector pin tears requirement open, namely meets the requirement of maximum ejector pin bottom width; Stripper plate side is the ramped shaped corresponding with ejector pin, and be arc in the middle of opposite side, arc is given prominence to size and is not more than the maximum flexibility deflection of reinforcing bar in reinforcing bar snap lock height.
When described reinforcing bar snap lock is installed, first stripper plate is positioned in base plate, then cover plate is connected with bed bolt, finally insert ejector pin from lower wing plate intermediate gaps and be connected with upper flange bolt, after reinforcing bar snap lock is inserted in reinforcing bar, tightens ejector pin screw rod to being screwed into, get final product complete operation, when for different bar gauge, take out former ejector pin and also change the ejector pin mated with new bar gauge and install.
The jig of the utility model washroom concrete flanging: composite roof truss is promoted by the push rod at two ends, and promoted by pull bar restriction, thus reach the object that composite roof truss compresses periphery template surface.This mould is provided with multiple composite roof truss simultaneously, and multiple composite roof truss and gang form are formed entirety, makes mould itself have certain rigidity and intensity, finally utilizes all push rods of composite roof truss to fix whole mould.Composite roof truss makes this mould have and ensures that washroom concrete flanging and structure once water the quality of the type of being pounded, can integral hoisting after mould assembling, and install, remove convenient, the rate of recovery is high, and cost is lower, and applicability by force, and does not affect safety and the using function of structure.
Accompanying drawing explanation
Fig. 1 is the overall structure schematic diagram of the utility model jig;
Fig. 2 is the schematic diagram of composite roof truss in jig;
Fig. 3 is the schematic diagram of the inside truss hoisting of composite roof truss;
Fig. 4 is the schematic diagram of location, the outside truss of composite roof truss;
Fig. 5 is the elevational schematic view of pull bar in the truss of outside location;
Fig. 6 is the floor map of pull bar in the truss of outside location;
Fig. 7 is the generalized section of longitudinal combination template in jig;
Fig. 8 is the elevational schematic view of longitudinally interior gang form in jig;
Fig. 9 is the floor map of gang form in jig;
Figure 10 is the slot schematic diagram of gang form in jig;
Figure 11 is the schematic diagram of gang form stopper slot in jig;
Figure 12 is jig toilet bottom support system schematic diagram;
Figure 13 is that jig is at the outside side form schematic diagram of one side unsettled place beam;
Figure 14 is that jig is 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 generalized section of reinforcing bar snap lock in Figure 14;
Figure 17 is reinforcing bar snap lock base plate schematic 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. side's bar 30. vertical rod 31. overhanging horizon bar 32. square steel sleeve pipe 33. concrete wall column 34. wall column reinforcing bar 35. reinforcing bar snap lock 36. base plate 37. cover plate 38. stripper plate 39. ejector pin 40. bolt hole 41. upper flange 42. limit wing plate 43. lower wing plate 44. ejector pin screw rod at the bottom of vertical square steel pipe 26. channel-section steel 27. angle side bracket 28. steel plate strip 29. beam of the outer gang form of gang form 20. 21. horizontal square steel pipe 22. slot 23. stopper slot 24. template 25. in truss main body 9. internal mold support bar 10. suspension ring 11. pin hole 12. outer truss main body 13. external mold support bar 14. push rod 15. pull bar 16. sleeve pipe 17. arm-tie 18. screw rod 19. in the truss 8. of location, adjustable truss 6. inner truss hoisting 7. outside in the middle part of support system 2. concrete beam 3. gang form 4. composite roof truss 5..
Detailed description of the invention
With reference to Fig. 1, the jig of a kind of washroom concrete flanging, comprise and be located at gang form 3 inside and outside washroom and composite roof truss 4 that is suitable with gang form 3 and that be connected by latch, gang form 3 is undertaken suspending in midair and locating by composite roof truss 4, composite roof truss 4 is arranged perpendicular to the longitudinal long side direction in washroom, and each ingredient of composite roof truss 4 is with bolts to be combined.
With reference to Fig. 1, Fig. 7-11, described gang form 3 comprises interior gang form 19 and outer gang form 20, longitudinal long side direction of interior gang form 19 and outer gang form 20 combines by horizontal square steel pipe 21 and slot 22 welding, horizontal long side direction forms by horizontal square steel pipe 21 and vertical square steel pipe 25, in length and breadth stopper slot 23 is set to corner, ensures that template 24 corner is rectangular.
With reference to Fig. 1-6, described composite roof truss 4 is made up of middle part adjustable truss 5, inner truss hoisting 6 and outside location truss 7; Middle part adjustable truss 5 carries out size adjusting according to the washroom of different size, makes composite roof truss 4 be applicable to the washroom of different size.
Described inside truss hoisting 6 and outside location truss 7 size are determined according to actual conditions, and size can not adjust, and should arrange according to different positions and requirement.
Described inside truss hoisting 6 comprises interior truss main body 8, internal mold support bar 9 and is arranged on the suspension ring 10 on interior truss main body 8 top; Internal mold support bar 9 length is sunk the height of the degree of depth and flange in hole by washroom and is determined, slot 22 width in its width and the long limit of longitudinal direction, washroom on gang form 3 matches, and arranges pin hole 11 and fixed by latch.
Described location, outside truss 7 comprises outer truss main body 12, external mold support bar 13, push rod 14, pull bar 15 and sleeve pipe 16 and forms; External mold support bar 13 length is determined by the flange height of washroom, and its width and washroom slot 22 width longitudinally on long limit outer set shuttering 3 matches, and arranges pin hole 11 and fixed by latch; The bottom of pull bar 15 arranges arm-tie 17 and is connected with side's bar 29 at the bottom of the beam of concrete beam bottom, washroom, the side of arm-tie 17 arranges screw rod 18 for holding out against side's bar 29 side at the bottom of beam, is connected after pull bar 15 top adds sleeve pipe 16 through concrete beam 2 with outer truss main body 12 bolt; Push rod 14 is arranged on the outermost end of outside location truss 7, can carry out up-down adjustment by rotating push rod 14.
With reference to Fig. 7-11, the slot 22 of described gang form 3 is made up of the channel-section steel 26 of one side opening and angle side bracket 27, and with horizontal square steel pipe 21 welding fabrication, the width of the width of channel-section steel 22 and internal mold support bar 9, external mold support bar 13 matches, and arranges pin hole 11 in side and carry out latch connection.
The stopper slot 23 of described gang form 3 is made up of steel plate strip 28, angle side bracket 27 and the one side channel-section steel 26 by mouth, stopper slot 23 with in transverse combination template 19 horizontal square steel pipe 21 latch be connected, the horizontal square steel pipe 21 in channel-section steel 26, transverse combination template 3 all arranges the pin hole 11 matched.
With reference to Fig. 1, Figure 12, pull bar 15 on the truss 7 of location, described outside can affect the support system 1 under jig when stressed, processing scheme at the bottom of beam side's bar 29 upper surface elevation location overhanging horizon bar 31 be set with vertical rod 30 be connected, overhanging horizon bar 31 is close to side's bar 29 upper surface at the bottom of beam, and at the bottom of restraint beam, side's bar 29 is stressed to top offset.
With reference to Figure 13, described composite roof truss 4 is the unsettled place of an one side and big angle place in building, changes outside location truss 7 fixed form, and the outside side form of one side hanging part beam arranges vertical square steel sleeve pipe 32, described square steel sleeve pipe 32 size and external mold support bar 13 size match, and carry out latch connection.
With reference to Figure 14, described composite roof truss 4 is when through concrete wall column 33, do not use pull bar 15, change outside location truss 7 fixed form, the wall column reinforcing bar 34 on truss 7 top, location, outside arranges reinforcing bar snap lock 35 and limits the displacement upwards of outside location truss 7.
With reference to Figure 14-19, described reinforcing bar snap lock 35 is made up of base plate 36, cover plate 37, stripper plate 38, ejector pin 39; Base plate 36 is provided with upper flange 41, limit wing plate 42, lower wing plate 43, described upper flange 41, limit wing plate 42, lower wing plate 43 all arrange with cover plate 37 bolt hole 40 matched, and base plate 36 and cover plate 37 are bolted; Ejector pin 39 top arranges ejector pin screw rod 44 and is connected with upper flange 41 bolt on base plate 36, and bottom is the large steel plate in little bottom, top, and ejector pin 39 lower steel plate arranges different width specifications according to different rebar sizes; The medial surface at the outstanding position of limit wing plate about 42 on base plate 36 establishes arc groove, and mediate during restriction reinforcing steel bar bear position; The peace that spacing between lower wing plate 43 on base plate 36 meets different size ejector pin 39 tears requirement open, namely meets the requirement of maximum ejector pin 39 bottom width; Stripper plate 38 side is the ramped shaped corresponding with ejector pin 39, and opposite side interlude is arc, and segmental arc is given prominence to size and is not more than the maximum flexibility deflection of wall column reinforcing bar 34 in reinforcing bar snap lock 35 height.
When described reinforcing bar snap lock 35 is installed, first stripper plate 38 is positioned in base plate 36, then cover plate 35 is connected with base plate 36 bolt, finally insert ejector pin 39 from lower wing plate 43 intermediate gaps and be connected with upper flange 41 bolt, after reinforcing bar snap lock 35 is inserted in reinforcing bar, tightens ejector pin screw rod 44 to being screwed into, get final product complete operation, when for different wall column reinforcing bar 34 specification, take out former ejector pin 39 and also change the ejector pin 39 mated with new wall column reinforcing bar 34 specification and install.
Claims (10)
1. the jig of a washroom concrete flanging, it is characterized in that: comprise the gang form and composite roof truss that is suitable with gang form and that be connected by latch that are located at inside and outside, washroom, gang form is undertaken suspending in midair and locating by composite roof truss, composite roof truss is arranged perpendicular to longitudinal long side direction of washroom, and each ingredient of composite roof truss is with bolts to be combined.
2. jig according to claim 1, it is characterized in that: described gang form comprises interior gang form and outer gang form, longitudinal long side direction of two templates combines by horizontal square steel pipe and slot welding, horizontal long side direction is by horizontal square steel pipe and vertical square steel pipe composition, in length and breadth stopper slot is set to corner, ensures that die plate corner is rectangular.
3. jig according to claim 1, is characterized in that: described composite roof truss is made up of middle part adjustable truss, inner truss hoisting and outside location truss; Middle part adjustable truss carries out size adjusting according to the washroom of different size, makes composite roof truss be applicable to the washroom of different size.
4. jig according to claim 3, is characterized in that: described inside truss hoisting comprises interior truss main body, internal mold support bar and is arranged on the suspension ring of interior truss body top; The length of internal mold support bar is sunk the degree of depth in hole by washroom and is determined with the height of flange, and the slot width in its width and the long limit of longitudinal direction, washroom on gang form matches, and arranges pin hole and fixed by latch.
5. jig according to claim 3, is characterized in that: described location, outside truss comprises outer truss main body, external mold support bar, push rod, pull bar and sleeve pipe; The length of external mold support bar is determined by the flange height of washroom, and its width and the washroom slot width longitudinally on the outer set shuttering of long limit matches, and arranges pin hole and fixed by latch; The bottom of pull bar arranges arm-tie and is connected with side's bar at the bottom of the beam of concrete beam bottom, washroom, and the side of arm-tie arranges screw rod for holding out against the side of side's bar at the bottom of beam, is bolted after pull bar top adds sleeve pipe through concrete beam and outer truss main body; Push rod is arranged on the outermost end of outside location truss, can carry out up-down adjustment by rotating push rod.
6. jig according to claim 2, it is characterized in that: the slot of described gang form is made up of the channel-section steel of one side opening and angle side bracket, and with horizontal square steel pipe welding fabrication, the width of the width of channel-section steel and internal mold support bar, external mold support bar matches, and arranges pin hole in side and connected by latch.
7. jig according to claim 2, it is characterized in that: the stopper slot of described gang form is made up of the channel-section steel of steel plate strip, angle side bracket and one side opening, stopper slot is connected by latch with the horizontal square steel pipe in transverse combination template, and the horizontal square steel pipe in channel-section steel, transverse combination template all arranges the pin hole matched.
8. jig according to claim 5, it is characterized in that: described composite roof truss is the unsettled place of an one side and big angle place in building, change the fixed form of outside location truss, the outside side form of one side hanging part beam arranges vertical square steel sleeve pipe, the size of square steel sleeve pipe and the size of external mold support bar match, and carry out latch connection.
9. jig according to claim 5, it is characterized in that: described composite roof truss is when through concrete wall column, do not use pull bar, change the fixed form of outside location truss, the wall column reinforcing bar on truss top, location, outside arranges the displacement upwards of reinforcing bar snap lock restriction outside location truss.
10. jig according to claim 9, is characterized in that: described reinforcing bar snap lock is made up of base plate, cover plate, stripper plate, ejector pin; Base plate is provided with upper flange, limit wing plate and lower wing plate, described upper flange, limit wing plate, lower wing plate and cover plate all arrange the bolt hole matched, and base plate and cover plate are bolted; Ejector pin top arranges ejector pin screw rod and is connected with the upper flange bolt on base plate, and bottom is the large steel plate in little bottom, top, and ejector pin lower steel plate arranges different width specifications according to different rebar sizes; The medial surface that position given prominence to up and down by limit wing plate on base plate establishes arc groove, and mediate during restriction reinforcing steel bar bear position; The peace that spacing between lower wing plate on base plate meets different size ejector pin tears requirement open, namely meets the requirement of maximum ejector pin bottom width; Stripper plate side is the ramped shaped corresponding with ejector pin, and be arc in the middle of opposite side, arc is given prominence to size and is not more than the maximum flexibility deflection of reinforcing bar in reinforcing bar snap lock height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520787132.3U CN205063336U (en) | 2015-10-12 | 2015-10-12 | Turn down rims positioning die of bathroom concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520787132.3U CN205063336U (en) | 2015-10-12 | 2015-10-12 | Turn down rims positioning die of bathroom concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205063336U true CN205063336U (en) | 2016-03-02 |
Family
ID=55389911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520787132.3U Withdrawn - After Issue CN205063336U (en) | 2015-10-12 | 2015-10-12 | Turn down rims positioning die of bathroom concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205063336U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567538A (en) * | 2015-10-12 | 2017-04-19 | 广西建工集团第四建筑工程有限责任公司 | Positioning mold for bathroom concrete flanges |
-
2015
- 2015-10-12 CN CN201520787132.3U patent/CN205063336U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567538A (en) * | 2015-10-12 | 2017-04-19 | 广西建工集团第四建筑工程有限责任公司 | Positioning mold for bathroom concrete flanges |
| CN106567538B (en) * | 2015-10-12 | 2019-01-08 | 广西建工集团第四建筑工程有限责任公司 | A kind of positioning mold of toilet concrete flanging |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20160302 Effective date of abandoning: 20190108 |