CN206581595U - A kind of big plate erecting device of new concrete - Google Patents
A kind of big plate erecting device of new concrete Download PDFInfo
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- CN206581595U CN206581595U CN201720157382.8U CN201720157382U CN206581595U CN 206581595 U CN206581595 U CN 206581595U CN 201720157382 U CN201720157382 U CN 201720157382U CN 206581595 U CN206581595 U CN 206581595U
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- erecting device
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Abstract
The utility model is a kind of big plate erecting device of new concrete, including two groups of monomers being oppositely arranged, every group of monomer includes template, sleeve pipe, it is characterized in that, some longitudinal rib plates and cross rib plate are provided with rear side of template, on rear side of template an angle steel is respectively provided with along it in four sides up and down, one side of angle steel is attached in template, the straight angle of two sides of angle steel is towards on the inside of template, for the angle steel positioned at left and right sides on rear side of template, one relative to template side to template offset inboard certain distance, one outwards offsets certain distance relative to template side, the angle steel skew of left and right sides is equal apart from absolute value on rear side of template, the upper surface of template is higher by the segment distance of lateral surface one of upside angle steel horizontal side wall, through hole is provided with template, rubber stopper with through hole is installed in this through hole, rubber stopper correspondence position is provided with dowel bar reinforcement bar locating part on template trailing flank, through hole corresponding with the lead to the hole site in rubber stopper is provided with dowel bar reinforcement bar locating part.
Description
Technical field
The utility model is related to erecting device technical field, more particularly to a kind of big plate erecting device of new concrete.
Background technology
In stockyard, it is necessary to which using erecting device carries out formwork, then filling concrete during large plate construction.A kind of traditional branch die worker
Skill uses template post-reinforcing and determines tripod, tripod other end connection tension device, tension device other end connection sleeve pipe, drill rod
It is placed in sleeve pipe and prevents it from moving up and down with the sub- fixed sleeving of timber wedge, by adds timber wedge under tripod to form surfacing office
The straight degree in portion and template gradient are adjusted, and this mode has the following disadvantages：During vibrated concrete, pad below tripod
Timber wedge be easily deformed, so as to cause big edges of boards edge not straight；Using in tripod underlay timber wedge adjustment template gradient
Inconvenience, inaccurately；Prevent it from not slided up and down along drill rod using the sub- fixed sleeving of timber wedge, it has not been convenient to.Another common biography
System formwork support process is being fixed in the direct welded reinforcement in template back for use, and this mode has the following disadvantages：Weld steel
Muscle and template easily cause damage to template；Welded again when needing local directed complete set template, it is necessary to which reinforcing bar is taken apart, it is very numb
It is tired.Traditional erecting device template upper surface with rear side upper end floor at grade, template and floor upper end during welding
Face can form some solder joint pimples, cause template and the out-of-flatness of floor upper surface, and influence rolling bar to wipe one's face；Due to high in the middle of big plate
Both sides are low, when being wiped one's face using rolling bar, one end of rolling bar ride over big plate it is higher a little on, the other end can be then taken on rear side of template
Floor on so that a fixed gap is left between rolling bar and template upper surface, the big plate upper surface of final molding is higher than template
Upper surface, that is, it is highly higher than the big plate of design so that construction quality is reduced.In traditional big plate formwork support process, transmission rod
Reinforcing bar is directly through the template of traditional erecting device, and the excessive easy spillage of template perforate, too small then form removal is difficult.Accordingly, it would be desirable to set
Count a kind of big plate erecting device of new concrete.
Utility model content
The utility model aims to solve the problem that the deficiencies in the prior art, and provides a kind of new stockyard big plate erecting device.
The utility model to achieve the above object, using following technical scheme：
A kind of big plate erecting device of described new concrete, including two groups of monomers being oppositely arranged, every group of monomer include
Template, sleeve pipe, it is characterised in that be provided with rear side of template on rear side of some longitudinal rib plates and cross rib plate, template along its four up and down
Side is respectively provided with an angle steel, and a side of angle steel is attached in template, the straight angles of two sides of angle steel towards on the inside of template,
For the angle steel of the left and right sides on rear side of the template, one relative to template side to template offset inboard certain distance, one
It is individual outwards to offset certain distance relative to template side, the angle steel skew of left and right sides apart from absolute value phase on rear side of template
Upper surface Deng, template is higher by the segment distance of lateral surface one of upside angle steel horizontal side wall, template and is provided with through hole, pacifies in this through hole
Equipped with the rubber stopper with through hole, rubber stopper correspondence position is provided with dowel bar reinforcement bar locating part, transmission rod steel on template trailing flank
Through hole corresponding with the lead to the hole site in rubber stopper, rubber stopper and the through hole on dowel bar reinforcement bar locating part are provided with muscle locating part
Dowel bar reinforcement bar can be just passed through, longitudinal rib plate upper and lower side has been respectively articulated with the first tension device, the second tension device, first is nervous
Device, the other end of the second tension device are hinged with sleeve pipe, are installed with sleeve pipe on drill rod, sleeve pipe and are provided with screwed hole, in the screwed hole
Bolt is screwed with, bolt is withstood on drill rod side, the angle steel of template and its behind lower side has caulking joint mortar.
Preferably, the right angle of angle steel is provided with groove, and weldering meat is welded between this groove and template of angle steel.
Preferably, the groove of the right angle of angle steel it is domatic with template angle between 30 °~50 °.
Preferably, in addition to limiter, limiter includes cross bar, and is fixed on two pieces of parallel clamping plates on the downside of cross bar,
Cross bar opposite side lower end is provided with supporting leg, supporting leg, the template of side monomer and its upside angle steel of behind be clipped in just two pieces it is parallel
Clamping plate between, the template of opposite side monomer is against on supporting leg.
Preferably, dowel bar reinforcement bar locating part is channel-section steel of the opening towards template.
Preferably, lateral surface high 5mm of the template upper surface than angle steel horizontal side wall.
The beneficial effects of the utility model are：The utility model sets the first tension device, the second tension device, instead of existing
Tripod in technology, the movable and gradient of conveniently adjusted template, it is to avoid timber wedge under tripod during vibrated concrete
Big edges of boards edge is not straight caused by son deformation；Meanwhile, it is more accurate using the position and gradient of tension device adjusting template；Using
Bolt holds out against drill rod, prevents sleeve pipe from moving up and down, and instead of the method with the sub- fixed sleeving of timber wedge；The utility model is compared to straight
The mode of welded reinforcement after template is connected on, the damage to template is more avoided, and adjusting template is also more convenient；Template upper surface ratio
The lateral surface of angle steel horizontal side wall is high so that solder joint will not fall on template upper surface, and avoid injustice when rolling bar is wiped one's face
Whole problem；Meanwhile, template upper surface is higher than the lateral surface of angle steel horizontal side wall, and rolling bar can fall on template upper surface, also just keep away
The problem of final big plate is higher than design height is exempted from；By setting rubber stopper, it is to avoid caused by dowel bar reinforcement bar is through template
Spillage problem.
Brief description of the drawings
Fig. 1 is the structural representation of one group of monomer of the present utility model；
Fig. 2 is part A detail drawing in Fig. 1 of the present utility model；
Fig. 3 is the top view of one group of monomer of the present utility model；
Fig. 4 is that the utility model installs the structural representation after limiter additional.
In figure：1- angle steel；2- longitudinal rib plates；3- cross rib plates；4- rubber stoppers；5- dowel bar reinforcement bar locating parts；6- templates；7-
One tension device；8- drill rods；9- sleeve pipes；10- bolts；The tension devices of 11- second；12- limiters；13- clamping plates；14- supporting legs；15- is horizontal
Bar；16- caulking joint mortars.
It is described in detail referring to the drawings below with reference to embodiment of the present utility model.
Embodiment
The utility model is described in further detail with reference to the accompanying drawings and examples：
As shown in Figures 1 to 4, the big plate erecting device of a kind of new concrete, including two groups of monomers being oppositely arranged, every group
Monomer includes template 6, sleeve pipe 9, it is characterised in that the rear side of template 6 is provided with some longitudinal rib plates 2 and cross rib plate 3, the rear side edge of template 6
It is respectively provided with an angle steel 1 in four sides up and down, and a side of angle steel 1 is attached in template 6, two sides of angle steel 1
Straight angle is towards on the inside of template, for the angle steel 1 positioned at the rear side left and right sides of template 6, and one relative to the side of template 6 to mould
The offset inboard certain distance of plate 6, one outwards offsets certain distance relative to the side of template 6, the rear side left and right sides of template 6
It is equal apart from absolute value that angle steel 1 is offset, when adjacent forms 6 are spliced, due to have it is above-mentioned shift to install can more preferable mortar leakage prevention,
The upper surface of template 6 is higher by the segment distance of lateral surface one of the upside horizontal side wall of angle steel 1, and the upper surface of template 6 will not be destroyed during welding,
Through hole is provided with template 6, rubber stopper correspondence position on the rubber stopper 4 with through hole, the trailing flank of template 6 is installed in this through hole and set
Have and through hole corresponding with the lead to the hole site in rubber stopper 4, rubber are provided with dowel bar reinforcement bar locating part 5, dowel bar reinforcement bar locating part 5
Plug 4 can be just passed through dowel bar reinforcement bar with the through hole on dowel bar reinforcement bar locating part 5, and the upper and lower side of longitudinal rib plate 2 is respectively articulated with
There are the first tension device 7, the second tension device 11, the first tension device 7, the other end of the second tension device 11 are hinged with sleeve pipe 9, sleeve pipe
It is installed with 9 on drill rod 8, sleeve pipe 9 and is provided with screwed hole, bolt 10 is screwed with the screwed hole, bolt 10 is withstood on the side of drill rod 8, spiral shell
Bolt 10 instead of timber wedge and be used for preventing sleeve pipe 9 from moving up and down.Rubber stopper 4 ensure that will not spillage, dowel bar reinforcement bar locating part 5
Ensure dowel bar reinforcement bar will not position sideslip, the angle steel 1 of template 6 and its behind lower side has caulking joint mortar 16, caulking joint sand
Slurry 16 plays a part of levelling and leak stopping.
Preferably, the right angle of angle steel 1 is provided with groove, is welded with weldering meat between this groove and template 6 of angle steel 1, can protect
Card angle steel 1 contacts closely knit with template 6.
Preferably, the groove of the right angle of angle steel 1 it is domatic with the angle of template 6 between 30 °~50 °.
Preferably, in addition to limiter 12, limiter 12 includes cross bar 15, and to be fixed on two pieces of the downside of cross bar 15 parallel
Clamping plate 13, the opposite side lower end of cross bar 15 be provided with supporting leg 14, supporting leg 14, the template 6 of side monomer and its upside angle steel 1 of behind
Just it is clipped between two pieces of parallel clamping plates 13, the template 6 of opposite side monomer is against on supporting leg 14.Substitute conventional pull wires spacing
Mode so that distance is more accurate between the big side template 6 of plate two.
Preferably, dowel bar reinforcement bar locating part 5 is channel-section steel of the opening towards template 6.
Preferably, lateral surface high 5mm of the upper surface of template 6 than angle steel horizontal side wall.
Template 6 determines the position of drill rod 8 first immediately, is drilled using electric drill in specified location, then will with iron hammer
Drill rod 8 puts sleeve pipe 9 and hammers into steady layer of water, is manually connected the first tension device 7, the second tension device 11 and sleeve pipe 9 on drill rod 8
Connect, then adjust the height of sleeve pipe 9, lower row's tension device is in horizontality, and tighten bolt 10.Survey crew's repetition measurement template 6,
Progress is padded at absolute altitude deficiency, and carries out mold plate verticality adjustment using the first tension device 7, the device of the second tension device 11.
The utility model is exemplarily described above in conjunction with accompanying drawing, it is clear that the utility model implement not by
The limitation of aforesaid way, if the various improvement that method design of the present utility model and technical scheme are carried out are employed, or without
Improvement directly applies to other occasions, within protection domain of the present utility model.
Claims (6)
1. a kind of big plate erecting device of new concrete, including two groups of monomers being oppositely arranged, every group of monomer include template (6),
Sleeve pipe (9), it is characterised in that be provided with rear side of template (6) on rear side of some longitudinal rib plates (2) and cross rib plate (3), template (6) along thereon
Four sides in lower left and right are respectively provided with an angle steel (1), and a side of angle steel (1) is attached in template (6), the both sides of angle steel (1)
The straight angle on side is towards template inner side, and for the angle steel (1) positioned at left and right sides on rear side of template (6), one relative to template
(6) side is to template (6) offset inboard certain distance, and one outwards offsets certain distance, template relative to template (6) side
(6) angle steel (1) skew of rear side left and right sides is equal apart from absolute value, and the upper surface of template (6) is higher by upside angle steel (1)
The segment distance of lateral surface one of horizontal side wall, template is provided with through hole on (6), and the rubber stopper (4) with through hole is provided with this through hole,
Rubber stopper correspondence position is provided with dowel bar reinforcement bar locating part (5) on template (6) trailing flank, and dowel bar reinforcement bar locating part is opened on (5)
There are through hole corresponding with the lead to the hole site in rubber stopper (4), rubber stopper (4) and the through hole energy on dowel bar reinforcement bar locating part (5)
It is just passed through dowel bar reinforcement bar, longitudinal rib plate (2) upper and lower side has been respectively articulated with the first tension device (7), the second tension device (11), the
One tension device (7), the other end of the second tension device (11) are hinged with sleeve pipe (9), and drill rod (8), sleeve pipe are installed with sleeve pipe (9)
(9) screwed hole is provided with, bolt (10) is screwed with the screwed hole, bolt (10) is withstood on drill rod (8) side, template (6) and its
The angle steel (1) of behind lower side has caulking joint mortar (16).
2. a kind of big plate erecting device of new concrete according to claim 1, it is characterised in that the right angle of angle steel (1)
Place is provided with groove, and weldering meat is welded between this groove and template (6) of angle steel (1).
3. a kind of big plate erecting device of new concrete according to claim 2, it is characterised in that the right angle of angle steel (1)
The groove at place it is domatic with template (6) angle between 30 °~50 °.
4. according to the big plate erecting device of a kind of new concrete any one of in claims 1 to 3, it is characterised in that
Also include limiter (12), limiter (12) includes cross bar (15), and is fixed on two pieces of parallel clamping plates on the downside of cross bar (15)
(13), cross bar (15) opposite side lower end is provided with supporting leg (14), supporting leg (14), the template (6) of side monomer and its upside of behind
Angle steel (1) is clipped between two pieces of parallel clamping plates (13) just, and the template (6) of opposite side monomer is against on supporting leg (14).
5. the big plate erecting device of a kind of new concrete according to claim 4, it is characterised in that dowel bar reinforcement bar is spacing
Part (5) is channel-section steel of the opening towards template (6).
6. a kind of big plate erecting device of new concrete according to claim 5, it is characterised in that template (6) upper surface
Than the high 5mm of lateral surface of angle steel horizontal side wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720157382.8U CN206581595U (en) | 2017-02-21 | 2017-02-21 | A kind of big plate erecting device of new concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720157382.8U CN206581595U (en) | 2017-02-21 | 2017-02-21 | A kind of big plate erecting device of new concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206581595U true CN206581595U (en) | 2017-10-24 |
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ID=60091524
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720157382.8U Active CN206581595U (en) | 2017-02-21 | 2017-02-21 | A kind of big plate erecting device of new concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206581595U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853597A (en) * | 2019-03-29 | 2019-06-07 | 内蒙古师范大学 | A kind of mine slope reclamation method and device |
| CN111042484A (en) * | 2019-12-14 | 2020-04-21 | 中冶天工集团有限公司 | Novel large-thickness concrete terrace template structure and using method thereof |
-
2017
- 2017-02-21 CN CN201720157382.8U patent/CN206581595U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853597A (en) * | 2019-03-29 | 2019-06-07 | 内蒙古师范大学 | A kind of mine slope reclamation method and device |
| CN109853597B (en) * | 2019-03-29 | 2020-11-03 | 内蒙古师范大学 | Mine slope reclamation method and device |
| CN111042484A (en) * | 2019-12-14 | 2020-04-21 | 中冶天工集团有限公司 | Novel large-thickness concrete terrace template structure and using method thereof |
| CN111042484B (en) * | 2019-12-14 | 2022-02-25 | 中冶天工集团有限公司 | Large-thickness concrete terrace template structure and using method thereof |
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