CN207435907U - Continuous beam pier top section pours inner form support system - Google Patents
Continuous beam pier top section pours inner form support system Download PDFInfo
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- CN207435907U CN207435907U CN201721259509.3U CN201721259509U CN207435907U CN 207435907 U CN207435907 U CN 207435907U CN 201721259509 U CN201721259509 U CN 201721259509U CN 207435907 U CN207435907 U CN 207435907U
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- template
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- supporting rod
- support
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Abstract
Continuous beam pier top section pours inner form support system, including inner formwork system, support system；Inner formwork system includes top template, partition template, web templates, bottom template；The web templates are at least two pieces, and two web templates are in be provided opposite to, and bottom template is in be provided opposite to top template, and web templates periphery corresponds to top template, partition template, bottom template respectively；The support system includes annular brace frame, support frame, supporting rod；Annular brace frame includes vertical beam, upper beam, bottom end rail, and vertical beam both ends are hinged with upper beam, bottom end rail respectively；The upper beam includes left crossbeam and right crossbeam, and the left crossbeam and right crossbeam phase hinge, the left crossbeam, right crossbeam are hinged respectively with vertical beam；The supporting rod both ends support annular support frame and support frame respectively, its support force to annular brace frame can be changed by adjusting supporting rod.
Description
Technical field
The utility model is related to continuous beam pier top sections to pour inner form support system, belongs to technical field of building construction.
Background technology
At present, continuous beam pier top section pours internal model mainly using the internal model support system of plank sheathing, the lumps of wood and small steel pipe composition
System.For bamboo slab rubber as template, the lumps of wood and steel pipe form the support frame of support shuttering, and existing support system scheme is torn open in the presence of peace
Except efficiency is low, it is impossible to which and other process is gone forward side by side operation, can only each structure substep is pacified and torn open (from top to bottom) from top to bottom；It second is that cannot
Changed according to chamber, construction requirement is adjusted, can only a bridge one use, it is impossible to be used in turn；Third, due to using plank sheathing, mix
Solidifying soil scene sawdust is more, is not easily cleaned, very big influence is brought to concrete quality.
Utility model content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of reasonable in design, support degree
Adaptation adjustment can be done according to site operation demand, the continuous beam pier top section that construction efficiency can be substantially improved pours internal model support system
System.
The utility model use main technical schemes be：Continuous beam pier top section pours inner form support system, including internal model
System, support system；Inner formwork system includes top template, partition template, web templates, bottom template；The web templates are extremely
It it is less two pieces, two web templates are in be provided opposite to, and bottom template is in be provided opposite to top template, and web templates periphery is right respectively
It should top template, partition template, bottom template；The support system includes annular brace frame, support frame, supporting rod；Annular
Support frame includes vertical beam, upper beam, bottom end rail, and vertical beam both ends are hinged with upper beam, bottom end rail respectively；The upper beam includes a left side
Crossbeam and right crossbeam, the left crossbeam and right crossbeam phase hinge, the left crossbeam, right crossbeam are hinged respectively with vertical beam；The branch
Strut both ends support annular support frame and support frame respectively, its support force to annular brace frame can be changed by adjusting supporting rod.
Furtherly, the annular brace frame further includes corner tie-beam, the corner tie-beam both ends respectively with vertical beam,
Bottom end rail is hinged.
Furtherly, the slide type rail system that can slide support system is further included；Slide type rail system includes built-in fitting, slide；Institute
It states built-in fitting and is embedded in Liang Dun, slide is fixedly connected with built-in fitting, and the slide, which is worn, penetrates support frame.
Furtherly, the slide includes first segment slide, the second section slide, and the first segment slide is welded with built-in fitting
Fixed, first segment slide is articulated and connected with the second section slide by diplopore.
Furtherly, support frame includes vertical bar, transverse bar, longitudinal rod, the vertical bar, transverse bar, longitudinal rod point
Cloth sets and is mutually permanently connected in perpendicular, horizontal, longitudinal direction at certain intervals, and the vertical bar lower end extends to be detachably connected vertical
Support column.
Furtherly, the supporting rod is length-adjustable supporting rod, including screw and screwed pipe, screw and screwed pipe
It is threadedly coupled, adjusts screwed pipe or screw supporting rod length change.
Furtherly, a number of supporting rod is separately positioned on support frame outermost, the screwed pipe both ends difference
Screw is threadedly coupled, a screw contradicts support frame, and another screw contradicts vertical beam, left crossbeam and right horizontal stroke according to set position branch
Beam.
Furtherly, the corner tie-beam has inclined-plane.
Furtherly, construction joint is set respectively between the top template and partition template, web templates；Partition template with
Construction joint is set respectively between top template, web templates.
Continuous beam pier top section pours the construction method of inner form support system, it is characterized in that, including installation method and dismounting side
Method, the installation method be,
2nd, continuous beam pier top section pours the construction method of inner form support system, it is characterized in that, including installation method and dismounting
Method, the installation method be,
Supporting rod, support frame, annular brace frame composition support system are installed A,；
B, it is connected by screw bolts after setting partition template, web templates by respective position respectively with supporting rod；
C, adjusting supporting rod makes template in place；
B, vertical supporting column is installed the bottom of by of bottom template；
Vertical bar, transverse bar, longitudinal rod composition support frame are installed, support frame is lifted into template area C, it will be perpendicular
It is fixedly connected to support column with vertical bar, adjusts supporting rod, supporting rod holds out against web templates；
D, lifting top template, adjusts supporting rod, and supporting rod holds out against top template；
Method for dismounting is,
Slide is installed, slide is fixedly connected with built-in fitting E,；
F, dismantle web templates, partition template, the fixing bolt of bottom template；Adjust web screw, supporting rod retraction, institute
It states web templates and departs from concrete；Supporting rod retraction is adjusted, the partition template departs from concrete；
H, vertical supporting column is removed, supporting rod is installed at support column position, a screw is fixedly connected with vertical supporting column, separately
One screw is fixedly connected with bottom end rail, and adjusting screwed pipe makes screw bounce back, and top template departs from concrete, continues to bounce back screw extremely
Slide provokes support frame；Support frame tractive force is applied to, support frame is pulled out from template.
The utility model compared with prior art, has the following advantages and effect：
Rigidity is big after the utility model support system support internal mould, stability is good, and the concrete quality poured out is stablized；This reality
Support system with new use is light-weight, and peace tears conveniently moving open；Support system adjusts support degree using wire rod thread, can be real
Existing secondary use；A kind of new peace is provided for pier top section template construction and tears engineering method open, it can be achieved that back court is processed, and whole peace is torn open, is carried
High efficiency, using the fast quick-detach support system of slide mode.
Description of the drawings
Fig. 1 is the structure diagram of the utility model embodiment.
Fig. 2 is the structure diagram of support system described in the utility model embodiment.
Fig. 3 is the structure diagram at another visual angles of Fig. 2.
Fig. 4 is the structure diagram of slide type rail system described in the utility model embodiment.
Specific embodiment
Below in conjunction with the accompanying drawings and pass through embodiment the utility model is described in further detail.
Referring to Fig. 1 to Fig. 4, continuous beam pier top section pours inner form support system described in the present embodiment, including inner formwork system 1,
Support system 2；Inner formwork system 1 includes top template 11, partition template 12, web templates 13, bottom template 14；The web mould
Plate 13 is at least two pieces, and it is in be provided opposite to that two web templates 13, which are arranged on both sides, and bottom template 14 is in opposite with top template 11
It sets, 13 periphery of web templates corresponds to top template 11, partition template 12, bottom template 14 respectively.
Support system 2 described in the present embodiment includes annular brace frame 21, support frame 22, supporting rod 23；Annular brace frame
21 include vertical beam 211, upper beam 212, bottom end rail 213, and 211 both ends of vertical beam are hinged with upper beam 212, bottom end rail 213 respectively.
Upper beam 212 described in the present embodiment includes left crossbeam 2121 and right crossbeam 2122, the left crossbeam 2121 and right horizontal stroke
2122 phase hinge of beam, the left crossbeam 2121, right crossbeam 2122 are hinged with vertical beam 211 respectively.
23 both ends of supporting rod described in the present embodiment support annular support frame 21 and support frame 22 respectively, adjust supporting rod 23
Its support force to annular brace frame 21 can be changed.When supporting rod 23 is shunk, screw releases support force, ring to annular brace frame 21
Shape support frame 21 is articulated structure, can deformation after the tension supported inside releasing.
Annular brace frame 21 described in the present embodiment further includes corner tie-beam 214,214 both ends of the corner tie-beam difference
It is hinged with vertical beam 211, bottom end rail 213.After corner tie-beam 214 is set, the connection of vertical beam 211 and bottom end rail 213 again more one
A joint, the deformation quantity of annular brace frame 21 expand, and corner tie-beam 214 is arranged below, and branch is released to annular brace frame 21
After support force, deformation due to self gravitation effect of annular brace frame 21.
The present embodiment further includes the slide type rail system 3 that can slide support system 2；Slide type rail system 3 includes built-in fitting 31, slide
32；The built-in fitting 31 is embedded in Liang Dun, and slide 32 is fixedly connected with built-in fitting 31, and the slide 32, which is worn, penetrates support frame 22.It is sliding
Rail system 3 can provoke support frame 22 so that resistance when support frame 22 slides reduces, and movement is more convenient.
Slide 32 described in the present embodiment include first segment slide 321, second save slide 322, the first segment slide 321 with
Built-in fitting 31 is welded and fixed, and first segment slide 321 is articulated and connected with the second section slide 322 by diplopore.The diplopore is hingedly
The first segment slide 321, second saves slide 322 and is equipped with installing plate, and the installing plate is equipped with perforate, two installing plates overlapping
After adopt and be tightened by bolts.
Support frame 22 described in the present embodiment includes vertical bar 221, transverse bar 222, longitudinal rod 223, the vertical bar
221st, transverse bar 222, the distribution of longitudinal rod 223 set and are mutually permanently connected in perpendicular, horizontal, longitudinal direction at certain intervals, described vertical
221 lower end of bar extends to be detachably connected vertical supporting bar 2211.221 lower end of vertical bar uses bolt with vertical supporting bar 2211
It is fixedly connected.
Supporting rod 23 described in the present embodiment is length-adjustable supporting rod, including screw and screwed pipe, screw and screw thread
Pipe screw thread connects, and adjusts 23 length change of screwed pipe or screw supporting rod.
3rd, supporting rod 23 a number of described in the present embodiment is separately positioned on support frame outermost, the screwed pipe two
End is threadedly coupled screw respectively, and a screw contradicts support frame 22, another screw according to set position branch contradict vertical beam 211,
Left crossbeam 2121 and right crossbeam 2122.
Corner tie-beam 214 described in the present embodiment has inclined-plane.When the vertical beam 211 moves down, because of ramp effect, vertical beam
211, which move down stroke, becomes larger.
Construction joint is set respectively between top template 11 and partition template 12, web templates 13 described in the present embodiment；Partition plate
Construction joint is set respectively between template 12 and top template 11, web templates 13.
Continuous beam pier top section pours the construction method of inner form support system 2, including installation method and method for dismounting, the peace
Dress method is,
Supporting rod 23, support frame 22, annular brace frame 21 are installed form support system A,；
B, after setting partition template 12, web templates 13 by respective position respectively screw connection is used with supporting rod 23；
C, adjusting supporting rod 23 makes template in place；
D, vertical supporting column 2211 is installed the bottom of for bottom template 14, bottom template 14 is arranged on ground or supported underneath is put down
Platform.
Vertical bar 221, transverse bar 222, longitudinal rod 223 are installed form support frame 22 C, support frame 22 is lifted into
Vertical supporting bar 2211 is fixedly connected by template area with vertical bar 221, adjusts supporting rod 23, and supporting rod 23 holds out against web mould
Plate 13.
D, lifting top template 11, adjusts supporting rod 23, and supporting rod 23 holds out against top template 11.
Method for dismounting is,
Slide 32 is installed, slide 32 is fixedly connected with built-in fitting 31 E,；Built-in fitting 31 is embedded in continuous beam pier.
F, dismantle web templates 13, partition template 12, the fixing bolt of bottom template 14；Adjust supporting rod 23, supporting rod
23 retractions, the vertical beam 211,212 opposite webs template 13 of upper beam, bottom template 14 relax；
H, vertical supporting bar 2211 and bottom end rail 213 are shed；Support frame 22 moves down, and slide 32 provokes support frame 22；
22 tractive force of support frame is applied to, support frame 22 is pulled out from template.
The preferred embodiment of the utility model described in detail above.It should be appreciated that the ordinary skill of this field without
Creative work is needed according to the present utility model can to conceive and makes many modifications and variations.Therefore, it is all in the art
Technical staff on the basis of existing technology can by logical analysis, reasoning, or a limited experiment according to the design of the utility model
It, all should be in the protection domain being defined in the patent claims with obtained technical solution.
Claims (9)
1. continuous beam pier top section pours inner form support system, it is characterized in that, including inner formwork system, support system；
Inner formwork system includes top template, partition template, web templates, bottom template；The web templates are at least two pieces, and two
Web templates in being provided opposite to, bottom template and top template in being provided opposite to, template at the top of web templates periphery is corresponding respectively,
Partition template, bottom template；
The support system includes annular brace frame, support frame, supporting rod；
Annular brace frame includes vertical beam, upper beam, bottom end rail, and vertical beam both ends are hinged with upper beam, bottom end rail respectively；
The upper beam includes left crossbeam and right crossbeam, the left crossbeam and right crossbeam phase hinge, the left crossbeam, right crossbeam point
It is not hinged with vertical beam；
The supporting rod both ends support annular support frame and support frame respectively, it can be changed to annular brace frame by adjusting supporting rod
Support force.
2. continuous beam pier top section as described in claim 1 pours inner form support system, it is characterized in that, the annular brace frame is also
Including corner tie-beam, the corner tie-beam both ends are hinged with vertical beam, bottom end rail respectively.
3. continuous beam pier top section as described in claim 1 pours inner form support system, it is characterized in that, further including can make the support be
The slide type rail system that system slides；Slide type rail system includes built-in fitting, slide；The built-in fitting is embedded in Liang Dun, and slide is fixed with built-in fitting
Connection, the slide, which is worn, penetrates support frame.
4. continuous beam pier top section as claimed in claim 3 pours inner form support system, it is characterized in that, the slide includes first
Slide, the second section slide are saved, the first segment slide is welded and fixed with built-in fitting, and first segment slide passes through double with the second section slide
Hole is articulated and connected.
5. continuous beam pier top section as described in claim 1 pours inner form support system, it is characterized in that, support frame includes vertical
Bar, transverse bar, longitudinal rod, the vertical bar, transverse bar, longitudinal rod distribution are set and mutual at certain intervals in perpendicular, horizontal, longitudinal direction
It is fixedly connected, the vertical bar lower end extends to be detachably connected vertical supporting column.
6. continuous beam pier top section as described in claim 1 pours inner form support system, it is characterized in that, the supporting rod is length
Adjustable supporting rod, including screw and screwed pipe, screw is threadedly coupled with screwed pipe, adjusts screwed pipe or screw supporting rod is long
Degree variation.
7. continuous beam pier top section as claimed in claim 6 pours inner form support system, it is characterized in that, a number of supporting rod
Support frame outermost is separately positioned on, the screwed pipe both ends are threadedly coupled screw respectively, and a screw contradicts support frame, separately
One screw contradicts vertical beam, left crossbeam and right crossbeam according to set position branch.
8. continuous beam pier top section as claimed in claim 2 pours inner form support system, it is characterized in that, the corner tie-beam tool
There is inclined-plane.
9. continuous beam pier top section as described in claim 1 pours inner form support system, it is characterized in that, the top template with every
Construction joint is set respectively between template die plate, web templates；Construction is set respectively between partition template and top template, web templates
Seam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721259509.3U CN207435907U (en) | 2017-09-28 | 2017-09-28 | Continuous beam pier top section pours inner form support system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721259509.3U CN207435907U (en) | 2017-09-28 | 2017-09-28 | Continuous beam pier top section pours inner form support system |
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| Publication Number | Publication Date |
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| CN207435907U true CN207435907U (en) | 2018-06-01 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653782A (en) * | 2017-09-28 | 2018-02-02 | 浙江兴土桥梁临时钢结构工程有限公司 | Continuous beam pier top section pours inner form support system |
-
2017
- 2017-09-28 CN CN201721259509.3U patent/CN207435907U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653782A (en) * | 2017-09-28 | 2018-02-02 | 浙江兴土桥梁临时钢结构工程有限公司 | Continuous beam pier top section pours inner form support system |
| CN107653782B (en) * | 2017-09-28 | 2023-06-06 | 兴土股份有限公司 | Continuous beam pier top section pouring internal mold supporting system |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 314000 Room 301, 251 Chengxiu Road, Xincheng street, Xiuzhou District, Jiaxing City, Zhejiang Province Patentee after: Xingtu Co.,Ltd. Address before: 314000 Room 301, 251 Chengxiu Road, Xincheng street, Xiuzhou District, Jiaxing City, Zhejiang Province Patentee before: ZHEJIANG XINGTU BRIDGE TEMPORARY STEEL STRUCTURE ENGINEERING CO.,LTD. |
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| CP01 | Change in the name or title of a patent holder |