CN209723624U - A kind of cast-in-place mounted split pattern support construction - Google Patents
A kind of cast-in-place mounted split pattern support construction Download PDFInfo
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- CN209723624U CN209723624U CN201822173338.3U CN201822173338U CN209723624U CN 209723624 U CN209723624 U CN 209723624U CN 201822173338 U CN201822173338 U CN 201822173338U CN 209723624 U CN209723624 U CN 209723624U
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- fixedly connected
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- cast
- split pattern
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Abstract
The utility model discloses a kind of with cast-in-place mounted split pattern support construction, including template, the side of the template is fixedly connected with gib headed bolt, the side of the gib headed bolt is fixedly connected with bracket, the inside of the bracket is fixedly connected with channel steel, the side of the channel steel is fixedly connected with press beam, gasket is fixedly connected at the top of the press beam, the inside of the press beam is fixedly connected with outside connecting rod and inner link respectively, the outer wall of the outside connecting rod is connected with outer nut, the outer wall of the inner link is connected with attaching nut, one end of the inner link is fixedly connected with foundation bolt.This passes through setting channel steel, press beam and foundation bolt with cast-in-place mounted split pattern support system, template can be resisted, when concrete touches form surfacing, lateral pressure also acts on template, mouth will not spillage under template, by setting pressing plate, riser and thread bush, it is capable of the verticality of adjusting bracket, regulates mold plate verticality after-pouring concrete.
Description
Technical field
The utility model relates to Architectural Equipment technical field, specially a kind of cast-in-place mounted split pattern support construction.
Background technique
The construction method of one face formwork when mounted split pattern refers to casting concrete, due to the limitation of construction site, slope protection skill
The development need of art, outer wall of basement single side formwork technology using more and more extensive.It is mixed because split bolt control can not be placed
Solidifying earth lateral pressure, brings larger inconvenience to template construction.Many engineering units use a variety of methods, but run mould, quick-fried mould
Phenomenon happens occasionally.It at present include the template branch of the cast in place concrete plate such as floor, the top plate of structures, platform board in architectural engineering
Support is constructed, assembled and fastening support method is frequently with full hall steel pipe scaffold system in such a way that single rod piece is dissipated and spelled:
It is assembled into full hall scaffold with scaffolding steel pipe and the fastener to match, is reserved on scaffold upright rod top and adjusts space, with silk
Thick stick jacking adjusts concrete slab template big stupefied height and flatness.But the quantity of material that need to use of existing mounted split pattern it is big,
Control point is more, and discontinuity is easy quick-fried mould or is difficult to realize single side formwork.
Utility model content
(1) the technical issues of solving
In view of the deficiencies of the prior art, the utility model provides a kind of cast-in-place mounted split pattern support construction, solves
The quantity of material that existing mounted split pattern need to use is big, control point is more, and discontinuity is easy quick-fried mould or is difficult to realize single side formwork
The problem of.
(2) technical solution
To achieve the above object, the utility model provides the following technical solutions: a kind of cast-in-place mounted split pattern support construction,
Including template, the side of the template is fixedly connected with gib headed bolt, and the side of the gib headed bolt is fixedly connected with bracket, institute
The inside for stating bracket is fixedly connected with channel steel, and the side of the channel steel is fixedly connected with press beam, and the top of the press beam is fixed to be connected
It is connected to gasket, the inside of the press beam is fixedly connected with outside connecting rod and inner link respectively, and the outer wall of the outside connecting rod is flexibly connected
There is outer nut, the outer wall of the inner link is connected with attaching nut, and one end of the inner link is fixedly connected with lower margin spiral shell
Bolt, the side of the bracket are fixedly connected with regulating system, and the regulating system includes pedestal, and the top of the pedestal is fixed to be connected
It is connected to riser, the side of the riser is fixedly connected with hang plate, is fixedly connected at the top of the bottom of the hang plate and pedestal,
Thread bush is fixedly connected at the top of the pedestal, the internal activity of the thread bush is connected with threaded rod, the threaded rod
Bottom is fixedly connected with pressing plate, and the riser is fixedly connected with the side of side supports, and the top of the bracket is solid by bolt
Surely it is connected with and increases section.
Preferably, the inner link runs through and extends to the outside of channel steel.
Preferably, the screw thread of the screw thread rod outer surface and the screw thread inside thread bush are adapted.
Preferably, the quantity of the gib headed bolt is four, and four gib headed bolts are equidistantly distributed in the side of bracket.
Preferably, the shape of facing of the bracket is trapezoidal.
Preferably, the gasket is between outer nut and press beam.
(3) beneficial effect
The utility model provides a kind of cast-in-place mounted split pattern support construction, have it is following the utility model has the advantages that
The utility model can resist template, when concrete touches template by setting channel steel, press beam and foundation bolt
When panel, lateral pressure also acts on template, under template mouth will not spillage can be adjusted by setting pressing plate, riser and thread bush
The verticality of bracket regulates mold plate verticality after-pouring concrete, makes template uniform force, by bolt at the top of bracket
It is fixedly connected and increases section, can quickly realize height change, easy to operate, speed of application can largely save people fastly for project
Power, financial resources, solve that the quantity of material that existing mounted split pattern need to use is big, control point is more, and discontinuity is easy quick-fried mould or difficulty
The problem of to realize single side formwork.
Detailed description of the invention
Fig. 1 is the utility model front view；
Fig. 2 is the utility model regulating system front view；
Fig. 3 is the utility model foundation bolt front view；
Fig. 4 is that the utility model increases section perspective view.
In figure: 1 template, 2 gib headed bolts, 3 brackets, 4 channel steels, 5 press beams, 6 gaskets, 7 outside connecting rods, 8 inner links, 9 outer nuts,
10 attaching nuts, 11 foundation bolts, 12 regulating systems, 121 pedestals, 122 risers, 123 hang plates, 124 thread bush, 125 screw threads
Section is increased in bar, 126 pressing plates, 13.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
As shown in Figs 1-4, the utility model provides a kind of technical solution: a kind of cast-in-place mounted split pattern support construction, packet
Template 1 is included, the side of template 1 is fixedly connected with gib headed bolt 2, and the quantity of gib headed bolt 2 is four, and four gib headed bolts 2
Equidistantly distribute in the side of bracket 3, the side of gib headed bolt 2 is fixedly connected with bracket 3, bracket 3 face shape be it is trapezoidal,
Template 1 can be resisted by trapezoidal right-angle plane, when concrete touches 1 panel of template, lateral pressure also acts on template
1, the inside of bracket 3 is fixedly connected with channel steel 4, and the side of channel steel 4 is fixedly connected with press beam 5, and the top of press beam 5 is fixedly connected with
Gasket 6, the inside of press beam 5 are fixedly connected with outside connecting rod 7 and inner link 8 respectively, and inner link 8 runs through and extends to the outer of channel steel 4
Portion, the outer wall of outside connecting rod 7 are connected with outer nut 9, and for gasket 6 between outer nut 9 and press beam 5, the outer wall of inner link 8 is living
Dynamic to be connected with attaching nut 10, foundation bolt 11 takes safeguard measure in pre-buried preceding reply screw thread, is wrapped up and tied with plastic cloth,
In order to avoid concrete is adhered to the upper attaching nut 10 of influence on screw thread when construction, one end of inner link 8 is fixedly connected with foundation bolt 11, leads to
Setting channel steel 4, press beam 5 and foundation bolt 11 are crossed, template 1 can be resisted, when concrete touches 1 panel of template, lateral pressure
Also act on template 1, the lower mouth of template 1 will not spillage, because 3 lower end right angle position of bracket has the fixation of foundation bolt 11 to make bracket 3 not
Can move back, as concrete height increases, 1 stress of template moves up, moves back because template 1 has been fixed from, will generate one to
Lateral pressure afterwards, main stress point are the inner link 8 and foundation bolt 11 for being embedded to the 45° angle of underplate concrete, the side of concrete
For the upward power of pressure and template 1 by embedded part system offsets, the side of bracket 3 is fixedly connected with regulating system 12, regulating system
12 include pedestal 121, and the top of pedestal 121 is fixedly connected with riser 122, and the side of riser 122 is fixedly connected with hang plate
123, the bottom of hang plate 123 is fixedly connected with the top of pedestal 121, and the top of pedestal 121 is fixedly connected with thread bush 124,
By setting pressing plate 126, riser 122 and thread bush 124, it is capable of the verticality of adjusting bracket 3, after regulating 1 verticality of template
Casting concrete, makes 1 uniform force of template, and the internal activity of thread bush 124 is connected with threaded rod 125,125 outer surface of threaded rod
Screw thread and thread bush 124 inside screw thread be adapted, the bottom of threaded rod 125 is fixedly connected with pressing plate 126,122 He of riser
The side of side supports 3 is fixedly connected, when needing to adjust verticality, the regulating system 12 of first 3 side of adjusting bracket, and rotation
Turn threaded rod 125 and has the function that adjusting 126 height of pressing plate reaches adjustment because template 1 will slightly retreat after 3 stress of bracket
The purpose of verticality, the top of bracket 3, which has been bolted to connection, increases section 13, is fixed by bolt at the top of bracket 3
Connection increase section 13, can quickly realize height change, it is easy to operate, speed of application fastly can for project largely save manpower,
Financial resources should be filled in advance in placing of material place and be spelled, then be hung by tower crane when needing the bracket assembled and increasing section 13
To scene, have the function that adjust height, frame body height adjustment need to only increase or decrease on bracket 3 accordingly increases 13 quantity of section
.
It can to sum up obtain, the utility model can resist template 1 by setting channel steel 4, press beam 5 and foundation bolt 11, when mixed
When solidifying soil touches 1 panel of template, lateral pressure also acts on template 1, the lower mouth of template 1 will not spillage, as concrete height increases
Add, 1 stress of template moves up, and moves back because template 1 has been fixed from, and will generate a lateral pressure backward, and main stress point is
Be embedded to the inner link 8 and foundation bolt 11 of the 45° angle of underplate concrete, the upward power of coagulation earth lateral pressure and template 1 by
Embedded part system offsets are capable of the verticality of adjusting bracket 3, are regulated by setting pressing plate 126, riser 122 and thread bush 124
1 verticality after-pouring concrete of template, makes 1 uniform force of template, when needing to adjust verticality, first 3 side of adjusting bracket
The regulating system 12 in face, rotating threaded rod 125 have the function that adjust 126 height of pressing plate, because template 1 will after 3 stress of bracket
It slightly retreats, achievees the purpose that adjust verticality, be fixedly connected by bolt at the top of bracket 3 and increase section 13, it can be quick
Realization height change, easy to operate, speed of application can largely save manpower, financial resources fastly for project, in the bracket 3 that needs assemble
When with section 13 is increased, it should fill and spell in placing of material place in advance, scene is then hung to by tower crane, reach and adjust height
Effect, frame body height adjustment need to only increase or decrease on bracket 3 accordingly increases 13 quantity of section, solves existing single side
The problem of quantity of material that template 1 need to use is big, control point is more, and discontinuity is easy quick-fried mould or is difficult to realize single side formwork.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (6)
1. a kind of cast-in-place mounted split pattern support construction, including template (1), it is characterised in that: the side of the template (1) is fixed
It is connected with gib headed bolt (2), the side of the gib headed bolt (2) is fixedly connected with bracket (3), and the inside of the bracket (3) is solid
Surely it is connected with channel steel (4), the side of the channel steel (4) is fixedly connected with press beam (5), is fixedly connected at the top of the press beam (5)
Have gasket (6), the inside of the press beam (5) is fixedly connected with outside connecting rod (7) and inner link (8) respectively, the outside connecting rod (7)
Outer wall is connected with outer nut (9), and the outer wall of the inner link (8) is connected with attaching nut (10), the inner link
(8) one end is fixedly connected with foundation bolt (11), and the side of the bracket (3) is fixedly connected with regulating system (12), described
Regulating system (12) includes pedestal (121), is fixedly connected with riser (122), the riser at the top of the pedestal (121)
(122) side is fixedly connected with hang plate (123), the fixed company in the bottom of the hang plate (123) and the top of pedestal (121)
It connects, is fixedly connected with thread bush (124) at the top of the pedestal (121), the internal activity of the thread bush (124) is connected with spiral shell
The bottom of rasp bar (125), the threaded rod (125) is fixedly connected with pressing plate (126), the riser (122) and side supports (3)
Side be fixedly connected, be bolted to connection at the top of the bracket (3) and increased section (13).
2. a kind of cast-in-place mounted split pattern support construction according to claim 1, it is characterised in that: the inner link (8)
Run through and extend to the outside of channel steel (4).
3. a kind of cast-in-place mounted split pattern support construction according to claim 1, it is characterised in that: the threaded rod
(125) the internal screw thread of the screw thread and thread bush (124) of outer surface is adapted.
4. a kind of cast-in-place mounted split pattern support construction according to claim 1, it is characterised in that: the gib headed bolt
(2) quantity is four, and four gib headed bolts (2) equidistantly distribute in the side of bracket (3).
5. a kind of cast-in-place mounted split pattern support construction according to claim 1, it is characterised in that: the bracket (3)
It is trapezoidal for facing shape.
6. a kind of cast-in-place mounted split pattern support construction according to claim 1, it is characterised in that: gasket (6) position
Between outer nut (9) and press beam (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822173338.3U CN209723624U (en) | 2018-12-24 | 2018-12-24 | A kind of cast-in-place mounted split pattern support construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822173338.3U CN209723624U (en) | 2018-12-24 | 2018-12-24 | A kind of cast-in-place mounted split pattern support construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209723624U true CN209723624U (en) | 2019-12-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822173338.3U Active CN209723624U (en) | 2018-12-24 | 2018-12-24 | A kind of cast-in-place mounted split pattern support construction |
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| CN (1) | CN209723624U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
-
2018
- 2018-12-24 CN CN201822173338.3U patent/CN209723624U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113958342A (en) * | 2021-10-18 | 2022-01-21 | 中铁十四局集团建筑工程有限公司 | Secondary lining formwork support for side wall of highway tunnel, structure and using method |
| CN113958342B (en) * | 2021-10-18 | 2024-05-10 | 中铁十四局集团建筑工程有限公司 | Expressway tunnel side wall secondary lining template support, structure and use method |
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