CN207004011U - Cylinder with large diameter spells mould constructing structure with girder connection - Google Patents
Cylinder with large diameter spells mould constructing structure with girder connection Download PDFInfo
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- CN207004011U CN207004011U CN201720658840.6U CN201720658840U CN207004011U CN 207004011 U CN207004011 U CN 207004011U CN 201720658840 U CN201720658840 U CN 201720658840U CN 207004011 U CN207004011 U CN 207004011U
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Abstract
The utility model discloses cylinder with large diameter and girder connection to spell mould constructing structure, including column-form, iron sheet liner is fixed with the inwall of column-form, in cylinder with large diameter with being banded with cylinder reinforcing bar at girder connection and intersecting the beam steel of front and rear two girders and two secondary beams in left and right with cylinder, cylindrical steel template is installed outside cylinder reinforcing bar, rectangle beam forms is installed respectively outside girder and the beam steel of secondary beam opening position, the iron sheet liner that described column-form lower end is stretched out is downwardly into cylindrical steel template endoporus and both are brought into close contact, column-form bottom surface compresses cylinder steel mould plate top surface, arc formwork between height and girder height identical beam is separately installed with position on the top surface of column-form and between girder and secondary beam, and beam bottom arc formwork is separately installed between two secondary beam bottoms and column-form top surface.Situations such as tightness of template is ensure that using the present apparatus, avoids spillage is occurred.
Description
Technical field
Bean column node formwork construction structure is the utility model is related to, more particularly to cylinder with large diameter is applied with spelling mould at girder connection
Work structure.
Background technology
Cylinder construction in, column template installs often construction Difficulties, particularly with major diameter (body diameter be typically larger than etc.
In 2.1 meters) formwork erection of cylinder, in post and top plate girder connection position, formwork difficulty is larger, and generally use plank sheathing integrally adds
Work is installed, and the template of whole is processed into circle, due to stress be present in template, is installed and is easily become in casting process
Shape, it is unfavorable for process control.
The content of the invention
The purpose of this utility model is to overcome the shortcomings of prior art, there is provided a kind of Stability Analysis of Structures and workable
Cylinder with large diameter and girder connection spell mould constructing structure.
To reach above-mentioned purpose, the utility model uses following technical proposals：
Cylinder with large diameter of the present utility model spells mould constructing structure, including column-form, described cylinder mold with girder connection
Plate is spliced to form by the more wide battens of 5cm-8cm, is fixed with the inwall of described column-form in the thick iron sheets of 2mm-3mm
Lining, described iron sheet liner upper end are alignd with column-form, and column-form 5cm-8cm is stretched out in lower end, in described column-form
Upper cuff has spaced annular wooden splint above and below multiple tracks, and the internal diameter of column-form is consistent with large-diameter circular column internal diameter, big
Diameter cylinder is with being banded with cylinder reinforcing bar and intersecting front and rear two girders and the secondary beam of left and right two with cylinder at girder connection
Beam steel, cylindrical steel template is installed outside cylinder reinforcing bar, square is installed respectively outside girder and the beam steel of secondary beam opening position
Ellbeam template, the top mark height of described cylindrical steel template is in the end template absolute altitude of the rectangle beam forms of girder, four rectangular beams
The circular arc being shaped as with the radius such as column-form of the end template of template and column-form intersection to be installed, described
Border is provided with sponge strip respectively for the top surface of column-form and bottom surface, and the iron sheet liner that described column-form lower end is stretched out is downward
Insert cylindrical steel template endoporus and both are brought into close contact, column-form bottom surface compresses cylinder steel mould plate top surface, described cylinder mold
Plate is fixed by fixed structure, and the top surface absolute altitude of described column-form is consistent with girder bottom elevation, in described cylinder mold
Arc mould between height and girder height identical beam is separately installed with position on the top surface of plate and between girder and secondary beam
Plate, the radius such as arc formwork and column-form between described beam, and between two secondary beam bottoms and column-form top surface point
Height is not installed and is equal to girder and time elevation difference beam, chord length is equal to time beam width and radius and column-form identical beam bottom arc
Template；Arc formwork and two pieces of beam bottom arc formworks are made up of simultaneously the wide batten splicings of several 5cm-8cm between beam described in four pieces
And the thick iron sheet liners of 2mm-3mm are lined with each piece of arc formwork inwall, in column-form and cylindrical steel template, cylinder mold
Arc formwork, column-form and beam bottom arc formwork and beam bottom arc formwork and the piece position point of secondary beam bottom between plate and beam
U.S. line paper reinforcement is not pasted with.
The beneficial effects of the utility model are：
Making column-form is spliced using batten and arc formwork, radian are more prone to control, be conveniently adjusted, and processes letter
Just.Iron sheet liner ensure that the flatness and perception effect of periphery concrete, and iron sheet liner insertion cylindrical steel template is made
The more clear and more coherent nature of steel form and plank sheathing splicing position, it is completely embedded.Added on the outside of column-form using annular wooden splint
Gu it ensure that the fastness of column-form.Border sets sponge strip and pastes U.S. line paper in edge joint position above and below column-form,
Situations such as ensure that the tightness of template, avoiding spillage occurs.
Brief description of the drawings
Fig. 1 is the utility model cylinder with large diameter and the column-form floor map in girder connection spelling mould constructing structure；
Fig. 2 is the utility model cylinder with large diameter and the column-form elevational schematic view in girder connection spelling mould constructing structure；
Fig. 3 is the utility model cylinder with large diameter and the bean column node stereogram in girder connection spelling mould constructing structure.
Embodiment
The utility model is described in detail with specific embodiment below in conjunction with the accompanying drawings.
The utility model cylinder with large diameter as shown in drawings spells mould constructing structure, including column-form 1, institute with girder connection
The column-form 1 stated is spliced to form by the more wide battens of 5cm-8cm, and 2mm- is fixed with the inwall of described column-form 1
Iron sheet liner 2 thick 3mm, described iron sheet liner upper end are alignd with column-form 1, and column-form 5cm-8cm is stretched out in lower end,
Cuff has spaced annular wooden splint 3, the internal diameter and major diameter of column-form 1 above and below multiple tracks on described column-form 1
Cylinder internal diameter is consistent, in cylinder with large diameter with being banded with cylinder reinforcing bar at girder connection and intersecting front and rear two girders with cylinder
6 and the beam steel of two secondary beams 7 in left and right, cylindrical steel template is installed outside cylinder reinforcing bar, in girder 6 and the opening position of secondary beam 7
Beam steel outside rectangle beam forms is installed respectively, the top mark height of described cylindrical steel template is in the rectangle beam forms of girder 6
End template absolute altitude；The end template of four rectangle beam forms is shaped as and column-form 1 with the intersection of column-form 1 to be installed
Deng the circular arc of radius；In the top surface of described column-form 1 and bottom surface, border is provided with sponge strip, described cylinder mold respectively
The iron sheet liner that the lower end of plate 1 is stretched out is downwardly into cylindrical steel template endoporus and both are brought into close contact, and the bottom surface of column-form 1 compresses circle
Post punching block plate top surface, described column-form 1 are fixed by fixed structure, it is ensured that when pouring post concrete, column-form will not
Occurred level displacement, the top surface absolute altitude of described column-form 1 are consistent with the bottom elevation of girder 6；In described column-form 1
Arc formwork 4 between height and girder height identical beam is separately installed with position on top surface and between girder and secondary beam,
Arc formwork 4 and the grade radius of column-form 1 between described beam；And divide between two secondary beam bottoms and the top surface of column-form 1
Height is not installed and is equal to girder and time elevation difference beam, chord length is equal to the width of secondary beam 7 and radius and the identical beam bottom arc of column-form 1
Shape template 5；Arc formwork 4 and two pieces of beam bottom arc formworks 5 are by the wide batten splicing groups of several 5cm-8cm between beam described in four pieces
Into and being lined with the thick iron sheet liners 2 of 2mm-3mm on each piece of arc formwork inwall, column-form and cylindrical steel template,
Arc formwork, column-form and beam bottom arc formwork and beam bottom arc formwork and the piece of secondary beam bottom between column-form and beam
Position is pasted with U.S. line paper reinforcement respectively.
The construction method of this structure is as follows：
(1) column-form 1 is prepared, described column-form 1 is spliced to form by the more wide battens of 5cm-8cm, described
The thick iron sheet liners 2 of 2mm-3mm are fixed with the inwall of column-form 1, described iron sheet liner upper end and column-form 1 are right
Together, column-form 5cm-8cm is stretched out in lower end, and cuff has the spaced annular wood of above and below multiple tracks on described column-form 1
Clamping plate 3, the internal diameter of column-form 1 are consistent with large-diameter circular column internal diameter；
(2) colligation cylinder with large diameter with cylinder reinforcing bar at girder connection and with cylinder intersect front and rear two girders 6 and
The beam steel of two secondary beams 7 in left and right, then installs cylindrical steel template outside cylinder reinforcing bar respectively, in girder 6 and the opening position of secondary beam 7
Beam steel outside rectangle beam forms is installed respectively, the top mark height of described cylindrical steel template is in the rectangle beam forms of girder 6
End template absolute altitude；The end template of four rectangle beam forms is shaped as and column-form 1 with the intersection of column-form 1 to be installed
Deng the circular arc of radius；
(3) sponge strip is set in the top surface of column-form 1 and bottom surface difference border, the iron that the lower end of column-form 1 is stretched out
Intracutaneous lining is downwardly into both cylindrical steel template endoporus and is brought into close contact, and then adjusts column-form and the bottom surface of column-form 1 is pressed
Tight cylinder steel mould plate top surface, and column-form 1 is fixed by existing structures such as steel pipe, flitch and ties, it is ensured that
Column-form will not occurred level displacement, the top surface absolute altitude of described column-form 1 and the beam bottom of girder 6 mark when pouring post concrete
It is high consistent；
(4) setting height(from bottom) and girder height are distinguished on the position on the top surface of column-form 1 and between girder and secondary beam
Arc formwork 4 between identical beam, arc formwork 4 and the grade radius of column-form 1 between described beam；And two secondary beam bottoms with
Setting height(from bottom) is distinguished between the top surface of column-form 1 and is equal to girder and time elevation difference beam, chord length is equal to the width of secondary beam 7 and radius and cylinder
The identical beam bottom arc formwork 5 of template 1；Arc formwork 4 and two pieces of beam bottom arc formworks 5 are by several between beam described in four pieces
The wide batten splicings of 5cm-8cm form and the thick iron sheet liners 2 of 2mm-3mm are lined with each piece of arc formwork inwall；
(5) with U.S. line paper by all piece positions stick carbon fiber.
Claims (1)
1. cylinder with large diameter spells mould constructing structure with girder connection, it is characterised in that：Including column-form, described column-form by
The more wide battens of 5cm-8cm are spliced to form, and the thick iron sheet liners of 2mm-3mm are fixed with the inwall of described column-form,
Described iron sheet liner upper end is alignd with column-form, and column-form 5cm-8cm is stretched out in lower end, is bound round on described column-form
Spaced annular wooden splint above and below multiple tracks is cased with, the internal diameter of column-form is consistent with large-diameter circular column internal diameter, in major diameter
Cylinder is with being banded with cylinder reinforcing bar and intersecting the beam of front and rear two girders and two secondary beams in left and right with cylinder at girder connection
Reinforcing bar, cylindrical steel template is installed outside cylinder reinforcing bar, rectangular beam is installed respectively outside girder and the beam steel of secondary beam opening position
Template, the top mark height of described cylindrical steel template is in the end template absolute altitude of the rectangle beam forms of girder, four rectangle beam forms
End template and column-form intersection to be installed the circular arc being shaped as with the radius such as column-form, in described cylinder
Border is provided with sponge strip respectively for the top surface of template and bottom surface, and the iron sheet liner that described column-form lower end is stretched out is downwardly into
Cylindrical steel template endoporus and both be brought into close contact, column-form bottom surface compresses cylinder steel mould plate top surface, and described column-form leads to
Cross fixed structure to fix, the top surface absolute altitude of described column-form is consistent with girder bottom elevation, in described column-form
Arc formwork between height and girder height identical beam, institute are separately installed with position on top surface and between girder and secondary beam
The radius such as arc formwork and column-form between the beam stated, and installed respectively between two secondary beam bottoms and column-form top surface
There is height to be equal to girder and time elevation difference beam, chord length is equal to time beam width and radius and column-form identical beam bottom arc formwork；
Arc formwork and two pieces of beam bottom arc formworks are made up of and every the wide batten splicings of several 5cm-8cm between beam described in four pieces
The thick iron sheet liners of 2mm-3mm are lined with one piece of arc formwork inwall, in column-form and cylindrical steel template, column-form and beam
Between arc formwork, column-form and beam bottom arc formwork and beam bottom arc formwork and the piece position of secondary beam bottom paste respectively
There is U.S. line paper reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720658840.6U CN207004011U (en) | 2017-06-08 | 2017-06-08 | Cylinder with large diameter spells mould constructing structure with girder connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720658840.6U CN207004011U (en) | 2017-06-08 | 2017-06-08 | Cylinder with large diameter spells mould constructing structure with girder connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207004011U true CN207004011U (en) | 2018-02-13 |
Family
ID=61447179
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720658840.6U Active CN207004011U (en) | 2017-06-08 | 2017-06-08 | Cylinder with large diameter spells mould constructing structure with girder connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207004011U (en) |
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2017
- 2017-06-08 CN CN201720658840.6U patent/CN207004011U/en active Active
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