CN103334581A - Vertical form board scaffold device - Google Patents
Vertical form board scaffold device Download PDFInfo
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- CN103334581A CN103334581A CN2013102921938A CN201310292193A CN103334581A CN 103334581 A CN103334581 A CN 103334581A CN 2013102921938 A CN2013102921938 A CN 2013102921938A CN 201310292193 A CN201310292193 A CN 201310292193A CN 103334581 A CN103334581 A CN 103334581A
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- vertical rod
- vertical
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Abstract
The invention discloses a vertical form board scaffold device which comprises a main vertical rod and a stressing beam. A scaffold inclined supporting rod is arranged between the main vertical rod and the stressing beam, the main vertical rod can be detachably connected to the outer side of a vertical form board, the vertical form board and a cantilever frame are integrally constructed, and the vertical form board and the cantilever frame are modulized and toolized. Thus, the cantilever frame and the vertical form board can be bridged and transferred together. Compared with a method needing to independently bridge the vertical form board and the cantilever frame on a concrete wall in the prior art, the vertical form board and the cantilever frame can be transferred and used together in a matching mode. Furthermore, construction efficiency is higher, and construction cost is reduced.
Description
Technical field
The present invention relates to a kind of builder's jack for building, particularly a kind of vertical template builder's jack device.
Background technology
In the high-building construction field, high-altitude long-span is encorbelmented concrete structure because of reason such as its position height, span be big, can't directly utilize exterior wall scaffold, and adopt the frame of encorbelmenting to can be good at addressing this problem, the existing shelf structure of encorbelmenting, be the disclosed structure of 200820032183.5 Chinese utility model patent " diagonal-bracing type encorbelment frame " as application number, generally include encorbelment beam and hound, exterior wall scaffold is overlapped on the beam of encorbelmenting, and the beam of encorbelmenting directly is connected with structure trunk by built-in fitting.
Yet because setting up of the above-mentioned frame of encorbelmenting need be at the building masonry wall built-in connection, it has following weak point: the dismounting operating difficulties, and install successively that the operation of the frame of encorbelmenting is loaded down with trivial details, cost is high, inefficiency is difficult to repeated disassembled and assembled and uses.
Summary of the invention
The objective of the invention is to overcome existing above-mentioned deficiency in the prior art, a kind of easy accessibility is provided and is easy to mobile use, efficiency of construction height, the vertical template builder's jack device that construction cost is cheap of having enough to meet the need.
In order to realize the foregoing invention purpose, the invention provides following technical scheme:
A kind of vertical template builder's jack device comprises main vertical rod and stressed crossbeam, is provided with the builder's jack hound between described main vertical rod and the stressed crossbeam, and described main vertical rod removably is connected in the vertical template outside.
Adopt such structure, by vertical template and the framework of encorbelmenting are built up one, make vertical template and encorbelment shut die blocking, tool, thereby make the frame of encorbelmenting together set up, transport with vertical template, in prior art, the mode that need set up separately on concrete wall surface compares, vertical template is used with the supporting turnover of the frame of encorbelmenting, and efficiency of construction is higher, and has reduced construction cost.
Need to prove, vertical template herein, refer to when the concrete facade constructed, vertical, be used for load-bearing and support the template of building.
Preferably, the upper section of described vertical template is provided with the pin joint hole, and described main vertical rod is provided with latch, and described latch arranges the pin of downward extension, and described main vertical rod is by pin and vertical template pin joint.
Need to prove that vertical template upper section herein refers to when vertical template is installed on the concrete exterior wall that builds up type to be poured, towards the cross section of top; Adopt such structure, the mode of an end of the frame of encorbelmenting by pin joint is connected with vertical template, easy accessibility not only, and better force balance and moment of flexure.
Preferably, described main vertical rod is the rectangular square tube in cross section, described latch is provided with and the suitable buckling groove of the cross sectional shape of main vertical rod, described latch is set in the main vertical rod by buckling groove, described buckling groove both sides respectively are provided with a linking arm that extends to vertical template upper section, the lower surface of described linking arm respectively is provided with a pin, and described pin is plugged in two pin joint holes of upper section of vertical template.
Adopt such structure, the main vertical rod by square tube type matches with the latch of band buckling groove, main vertical rod stably not only can be pinned on the vertical template, and can limit main vertical rod along circumferential rotary freedom, and the stability of syndeton is better.
Preferably, the below of described latch is provided with spacer pin, described spacer pin comprises rotating shaft and positive stop end, and described rotating shaft is articulated in the preformed hole in the main vertical rod, described positive stop end can turn to vertical template lower surface and cooperate with latch, with the clamping of exerting pressure of vertical template.
Adopt such structure, the upper end of main vertical rod is fixed by latch and the upper surface pin joint of vertical template, and the lower end is fastening with the lower surface crimping of vertical template by spacer pin, makes winner's vertical rod can stably be held on the vertical template, syndeton is stable, easy accessibility.
Preferably, described stressed crossbeam is channel-section steel, has been filled with flitch in the groove of described channel-section steel, the top of described main vertical rod be plugged in the groove of stressed beam-end and in this groove with stressed crossbeam welding.Adopt such structure, can in the rigidity and intensity that guarantee stressed crossbeam, simplify the weight of stressed crossbeam.
Preferably, described stressed crossbeam is fixedly connected with outer vertical rod intubate away from an end of main vertical rod, described outer vertical rod intubate is provided with interface up, be plugged with outer vertical rod in the described interface, described outer vertical rod is provided with several and protects spacing trip, forms the spacing draw-in groove of the uncovered protection that makes progress between the spacing trip of described protection and the outer vertical rod.Adopt such structure, by the uncovered spacing draw-in groove of protection that arranges, can overlap protected apron as required up, promote the job safety performance on the frame of encorbelmenting.
Preferably, also be provided with the spacing trip of baseboard in the described outer vertical rod, form uncovered downward baseboard draw-in groove between the spacing trip of described baseboard and the outer vertical rod.Adopt such structure, the baseboard of can pegging graft in the baseboard draw-in groove as required further promotes processing safety, avoids the slit to weigh down situation generations such as thing.
Compared with prior art, the invention has the beneficial effects as follows: by vertical template and the framework of encorbelmenting are built up one, make vertical template and encorbelment shut die blocking, tool, thereby make the frame of encorbelmenting together set up, transport with vertical template, in prior art, the mode that need set up separately on concrete wall surface compares, vertical template is used with the supporting turnover of the frame of encorbelmenting, and efficiency of construction is higher, and has reduced construction cost.
Description of drawings
Fig. 1 is structural representation of the present invention;
Fig. 2 is the right view of Fig. 1;
Fig. 3 is the left view of Fig. 1;
Fig. 4 is the vertical view of Fig. 1;
Fig. 5 is the structural representation of main vertical rod among the present invention;
Fig. 6 is the cross sectional representation of stressed crossbeam among the present invention;
Fig. 7 is the structural representation of latch among the present invention;
Fig. 8 is the lateral view of Fig. 7;
Fig. 9 is the structural representation of spacer pin among the present invention;
Figure 10 is the right view of Fig. 9;
Figure 11 is the vertical view of Fig. 9;
Mark among the figure: main vertical rod-1; Stressed crossbeam-2; Builder's jack hound-3; Latch-4; Pin-4a; Buckling groove-4b; Linking arm-4c; Spacer pin-5; Rotating shaft-5a; Positive stop end-5b; Outer vertical rod intubate-6; Outer vertical rod-7; Protect spacing trip-8; Baseboard spacing trip-9.
The specific embodiment
The present invention is described in further detail below in conjunction with testing example and the specific embodiment.But this should be interpreted as that the scope of the above-mentioned theme of the present invention only limits to following embodiment, all technology that realizes based on content of the present invention all belong to scope of the present invention.
Extremely shown in Figure 11 as Fig. 1, a kind of vertical template builder's jack device of present embodiment, comprise main vertical rod 1 and stressed crossbeam 2, be provided with builder's jack hound 3 between main vertical rod 1 and the stressed crossbeam 2, main vertical rod 1 removably is connected in the vertical template outside, stressed crossbeam 2 is channel-section steel, has been filled with flitch in the groove of channel-section steel, the top of main vertical rod 1 be plugged in the groove of stressed crossbeam 2 ends and in this groove with stressed crossbeam 2 welding.
In use, build complete builder's jack by the mode at stressed crossbeam 2 overlap joint scaffold floors, because main vertical rod 1 and stressed crossbeam 2 in the present embodiment are the outsides that are directly connected in vertical template, it together is arranged at building exterior wall face with vertical template, make vertical template and the shut die blocking of encorbelmenting, tool, thereby the frame of encorbelmenting is together set up with vertical template, transhipment, in prior art, the mode that need set up separately on concrete wall surface is compared, vertical template is used with the supporting turnover of the frame of encorbelmenting, efficiency of construction is higher, and has reduced construction cost.
Optimum, as shown in Figure 5, main vertical rod 1 is 40 * 40 * 3.5 square steel pipes, the circular hole that has Φ 18 on its surface is used for installing the rotating shaft 5a of spacer pin 5; As shown in Figure 6, stressed crossbeam 2 is 50 channel-section steels, and long 770mm welds together with main vertical rod 1, and flitch is equipped with in the channel-section steel inboard, and builder's jack hound 3 is Φ 34 * 3.5 pipes, is welded into tripod with main vertical rod 1, stressed crossbeam 2;
Concrete, as shown in Figure 7 and Figure 8, in the present embodiment, the upper section of vertical template is provided with the pin joint hole, main vertical rod 1 is provided with latch 4, latch 4 arranges the pin 4a of downward extension, and main vertical rod 1 is by pin 4a and vertical template pin joint, and the latch 4 that is arranged in the main vertical rod 1 is builder's jack and vertical template linkage; Main vertical rod 1 is the rectangular square tube in cross section, latch 4 is provided with and the suitable buckling groove 4b of the cross sectional shape of main vertical rod 1, latch 4 is set in the main vertical rod 1 by buckling groove 4b, buckling groove 4b both sides respectively are provided with a linking arm 4c who extends to vertical template upper section, the lower surface of linking arm 4c respectively is provided with a pin 4a, and pin 4a is plugged in two pin joint holes of upper section of vertical template.
Further, extremely shown in Figure 11 as Fig. 9, the spacer pin 5 of main vertical rod 1 is builder's jack device and vertical template stopping means, that is: below latch 4, be provided with spacer pin 5, spacer pin 5 comprises rotating shaft 5a and positive stop end 5b, rotating shaft 5a is articulated in the preformed hole in the main vertical rod 1, positive stop end 5b can turn to vertical template lower surface and cooperate with latch 4, with the clamping of exerting pressure of vertical template.
Adopt such structure, the upper end of main vertical rod 1 is fixed by latch 4 and the upper surface pin joint of vertical template, and the lower end is fastening with the lower surface crimping of vertical template by spacer pin 5, makes winner's vertical rod 1 can stably be held on the vertical template, syndeton is stable, easy accessibility.
Further, in order to be easy to install outer facade protected apron, stressed crossbeam 2 is fixedly connected with outer vertical rod intubate 6 away from an end of main vertical rod 1, outer vertical rod intubate 6 is provided with interface up, is plugged with outer vertical rod 7 in the interface, optimum, outer vertical rod intubate 6 is Φ 42.5 * 4 pipes, outer vertical rod 7 is Φ 34 * 3.5 pipes, and outer vertical rod 7 is provided with several and protects spacing trip 8, protects and forms the spacing draw-in groove 8a of the uncovered protection that makes progress between spacing trip 8 and the outer vertical rod 7.Adopt such structure, by the uncovered spacing draw-in groove 8a of protection that arranges, can overlap protected apron as required up, promote the job safety performance on the frame of encorbelmenting.
Further, in order to be easy to install baseboard, also be provided with the spacing trip 9 of baseboard in the outer vertical rod 7, form uncovered downward baseboard draw-in groove between the spacing trip 9 of baseboard and the outer vertical rod 7.Adopt such structure, the baseboard of can pegging graft in the baseboard draw-in groove as required further promotes processing safety, avoids the slit to weigh down situation generations such as thing.
The concrete operations mode of present embodiment is as follows:
During use, by latch in the main vertical rod 14 and main vertical rod 1 spacer pin 5 builder's jack is fixed on the vertical template, and utilizes baseboard limiting plate and the spacing fixedly baseboard of protection and protected apron, thereby reach vertical template operation platform erecting tools modularization.
With vertical template being used in construction, by main vertical rod 1 latch 4 and vertical Template Location, be seated spacer pin 5 more earlier, it is dismountable to pull spacer pin 5 with hand when the needs stripping; Baseboard utilizes directly that the baseboard limiting plate is spacing to get final product; Protected apron is by protecting the spacing outer facade that is fixed in.
Present embodiment passes through said structure, its dismantling device is simple in structure, in light weight, installation and removal only need be pulled spacer pin 5 can make that winner's vertical rod 1 is fastening to be lock onto vertical template or unclamp dismounting from vertical template, play operation platform modularization, tool, can accelerate template and the accessory turnover of vertical template construction uses, lower construction cost, improve efficiency of construction, and replaced existing vertical formwork structure mode, advance the construction machine process, can be widely used in the construction of the vertical template of building structure concrete.
Claims (7)
1. a vertical template builder's jack device comprises main vertical rod and stressed crossbeam, is provided with the builder's jack hound between described main vertical rod and the stressed crossbeam, it is characterized in that: described main vertical rod removably is connected in the vertical template outside.
2. vertical template builder's jack device according to claim 1, it is characterized in that: the upper section of described vertical template is provided with the pin joint hole, described main vertical rod is provided with latch, and described latch arranges the pin of downward extension, and described main vertical rod is by pin and vertical template pin joint.
3. vertical template builder's jack device according to claim 2, it is characterized in that: described main vertical rod is the rectangular square tube in cross section, described latch is provided with and the suitable buckling groove of the cross sectional shape of main vertical rod, described latch is set in the main vertical rod by buckling groove, described buckling groove both sides respectively are provided with a linking arm that extends to vertical template upper section, the lower surface of described linking arm respectively is provided with a pin, and described pin is plugged in two pin joint holes of upper section of vertical template.
4. vertical template builder's jack device according to claim 3, it is characterized in that: the below of described latch is provided with spacer pin, described spacer pin comprises rotating shaft and positive stop end, described rotating shaft is articulated in the preformed hole in the main vertical rod, described positive stop end can turn to vertical template lower surface and cooperate with latch, with the clamping of exerting pressure of vertical template.
5. according to arbitrary described vertical template builder's jack device in the claim 1 to 4, it is characterized in that: described stressed crossbeam is channel-section steel, be filled with flitch in the groove of described channel-section steel, the top of described main vertical rod be plugged in the groove of stressed beam-end and in this groove with stressed crossbeam welding.
6. vertical template builder's jack device according to claim 5, it is characterized in that: described stressed crossbeam is fixedly connected with outer vertical rod intubate away from an end of main vertical rod, described outer vertical rod intubate is provided with interface up, be plugged with outer vertical rod in the described interface, described outer vertical rod is provided with several and protects spacing trip, forms the spacing draw-in groove of the uncovered protection that makes progress between the spacing trip of described protection and the outer vertical rod.
7. vertical template builder's jack device according to claim 6 is characterized in that: also be provided with the spacing trip of baseboard in the described outer vertical rod, form uncovered downward baseboard draw-in groove between the spacing trip of described baseboard and the outer vertical rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102921938A CN103334581A (en) | 2013-07-12 | 2013-07-12 | Vertical form board scaffold device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013102921938A CN103334581A (en) | 2013-07-12 | 2013-07-12 | Vertical form board scaffold device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103334581A true CN103334581A (en) | 2013-10-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013102921938A Pending CN103334581A (en) | 2013-07-12 | 2013-07-12 | Vertical form board scaffold device |
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| CN (1) | CN103334581A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4565261A (en) * | 1983-03-22 | 1986-01-21 | Josef Maier | Detachable gallery for use on buildings or the like |
| JPH0925718A (en) * | 1995-07-12 | 1997-01-28 | Toda Constr Co Ltd | Bracket for hanging scaffold |
| CN2409264Y (en) * | 2000-01-06 | 2000-12-06 | 庞明方 | Convenient fastener for building scaffold |
| CN2688814Y (en) * | 2004-02-25 | 2005-03-30 | 肖冰 | Fixed latches |
| CN2804266Y (en) * | 2005-05-10 | 2006-08-09 | 白虹 | Fastening for fast detaching steel pipe scaffold |
| CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
| CN201981773U (en) * | 2010-12-15 | 2011-09-21 | 秦雅军 | Supporting frame for installation construction of vertical storage tank |
| EP2586931A1 (en) * | 2011-10-31 | 2013-05-01 | Tubesca-Comabi | Tool for attachment to an elongate element for a scaffolding device |
-
2013
- 2013-07-12 CN CN2013102921938A patent/CN103334581A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4565261A (en) * | 1983-03-22 | 1986-01-21 | Josef Maier | Detachable gallery for use on buildings or the like |
| JPH0925718A (en) * | 1995-07-12 | 1997-01-28 | Toda Constr Co Ltd | Bracket for hanging scaffold |
| CN2409264Y (en) * | 2000-01-06 | 2000-12-06 | 庞明方 | Convenient fastener for building scaffold |
| CN2688814Y (en) * | 2004-02-25 | 2005-03-30 | 肖冰 | Fixed latches |
| CN2804266Y (en) * | 2005-05-10 | 2006-08-09 | 白虹 | Fastening for fast detaching steel pipe scaffold |
| CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
| CN201981773U (en) * | 2010-12-15 | 2011-09-21 | 秦雅军 | Supporting frame for installation construction of vertical storage tank |
| EP2586931A1 (en) * | 2011-10-31 | 2013-05-01 | Tubesca-Comabi | Tool for attachment to an elongate element for a scaffolding device |
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Application publication date: 20131002 |