CN204531380U - Band post Concrete Anti wall with flues common group closes steel form device - Google Patents
Band post Concrete Anti wall with flues common group closes steel form device Download PDFInfo
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- CN204531380U CN204531380U CN201520135668.7U CN201520135668U CN204531380U CN 204531380 U CN204531380 U CN 204531380U CN 201520135668 U CN201520135668 U CN 201520135668U CN 204531380 U CN204531380 U CN 204531380U
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Abstract
The utility model discloses band post Concrete Anti wall with flues common group and close steel form device, comprise two of vertical ground basis to be arranged in parallel and the identical modular unit of structure, each modular unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and comprise multiple master module and several column templates, when column template is multiple, between adjacent pillars template, be furnished with intercolumniation template; Described two are arranged in parallel and are furnished with positioned opposite and that structure is identical vertical unit between the end of the identical modular unit of structure, described vertical unit comprises multiple Side Template superposed one by one, Side Template is for connecting the master module of the correspondence in two modular units, and described modular unit is identical with the height of vertical unit.Whole fire wall one-time-concreting forming technique after this cover steel form and 11 systems of support thereof will take modularization assemble to assemble, improves site machineryization construction degree, reduces labour and drop into, reduce the construction period, reduce site safety risk.
Description
Technical field
The utility model relates to band post Concrete Anti wall with flues common group and closes steel form device.
Background technology
Current transformer-station concrete fire wall template mainly adopts wooden form, bamboo glue pattern plate, and indivedual engineering is also with combined steel formwork.Employing wooden form, bamboo glue pattern plate have the drawback of now joining, now making, now propping up, now tear open, and waste timber seriously, and labour has high input, the construction period is long, and wall body aesthetics is poor.Indivedual engineering adopts combined steel formwork also to fail to carry out in conjunction with the feature of fire wall the design of versatility, and because fire wall size can change, after Practical Completion, steel form is difficult to, at next engineer applied, cause construction cost higher.
The construction of transformer-station concrete fire wall all adopts scaffold as support system, and scaffold building is complicated, and adopt and manually set up, mechanization degree is lower, and technique is loaded down with trivial details.Concrete pouring type adopts layering formwork laminated pouring, and wall status is built for 5-6 time.Each formwork supporting plate and fluid concrete all have certain interval time, and the construction period is longer.
Utility model content
For solving the deficiency that prior art exists, the utility model discloses band post Concrete Anti wall with flues common group and close steel form device and assemble method thereof, by classifying rationally size modulus, solve steel form versatility problem, make combined large steel model general in each electric pressure fire wall, recycle number of times to improve, raise the efficiency, reduce amortization charge use, improve overall economic efficiency.Innovation template support system, improves site machineryization construction degree, reduces labour and drop into, reduce the construction period.
For achieving the above object, concrete scheme of the present utility model is as follows:
Band post Concrete Anti wall with flues common group closes steel form device, comprise two of vertical ground basis to be arranged in parallel and the identical modular unit of structure, each modular unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and comprise multiple master module and several column templates, when column template is multiple, between adjacent pillars template, be furnished with intercolumniation template;
Described two are arranged in parallel and are furnished with positioned opposite and that structure is identical vertical unit between the end of the identical modular unit of structure, described vertical unit comprises multiple Side Template superposed one by one, Side Template is for connecting the master module of the correspondence in two modular units, and described modular unit is identical with the height of vertical unit.
Described multiple master module, several column templates and intercolumniation template are connected by double hook connector or bolt when connecting.
Described master module is rectangle, and long is 3m, and wide is 1.5m.
Described master module is rectangle, and long is 1.5m, and wide is 1m.
Described Side Template is U-shaped, and inside Side Template, rounding radii is 30mm, and the facade size of Side Template is wide is 0.3m, and long is 3m.
Described Side Template is U-shaped, and inside Side Template, rounding radii is 30mm, and the facade size of Side Template is wide is 0.3m, and long is 1m.
Described intercolumniation template is rectangle structure, and long is 3m, and wide is 1m.
Described intercolumniation template is rectangle structure, and long is 1m, and wide is 1m.
Described column template is that middle part is semi-cylindrical and is outward extended with the structure of symmetrical level board at the edge of cylinder, and the height of semicolumn is 3m, and the interior diameter of a circle that semicolumn is corresponding is 0.6m or 0.9m.
Described column template is that middle part is semi-cylindrical and is outward extended with the structure of symmetrical level board at the edge of cylinder, and the height of semicolumn is 1m, and the interior diameter of a circle that semicolumn is corresponding is 0.6m or 0.9m.
The top of described modular unit and vertically unit is furnished with coping formwork, the structure of described coping formwork and modular unit and the vertically the top of unit matches and is provided with outer, coping formwork is bolted on the superiors' wall form, bear down on one high 200mm, choose metope 75mm, template section is identical, and the wall form be connected with it along metope length and shape is consistent.
Close the assemble method of steel form device with post Concrete Anti wall with flues common group, comprise the following steps:
Step one: select the master module of required size, column template and intercolumniation template, required master module, column template and intercolumniation template are placed in the plane, connect with double hook connector between template, the back cord of template installs portal support, and utilizes stull portal support and template to be connected as one;
Step 2: be arranged on portal support by steel pedal 6, and the slide plate on sliding tight steel pedal, be arranged on steel ladder on portal support; Steel ladder is arranged in template back arris, platform and circle guardrail will be justified, be arranged on portal support;
Step 3: structure step 2 completed is holded up, rotate up the leading screw bottom adjustment doors cribbing, make template hypsokinesis, other template of first floor is installed simultaneously, utilize in the bottom of master module oblique dowel with take aim at reinforcing and prevent the tool that rises, pre-embedded bolt is installed pressure beam pressing door type bracket base, verticality is regulated by leading screw, double hook connector or bolt is adopted to be connected on master module by Side Template, at body of wall two ends and middle part, support is set, described support one end is fixed by bolts to back cord place in template, and the other end props up on ground, adopts drill rod to fix; The each layer template of residue is installed successively, and adopts cable rope as safety measure.
The back cord of described template installs portal support, and the top of back cord and portal support and low connection point place are provided with supporting leg and are connected with ground, for fixed support.
Described portal support comprises support body, adjusting screw and base, described support body comprise be arranged in parallel and length not wait two stulls, the two ends of the first stull are all connected with the second stull by crossbeam, top between two crossbeams is also provided with another one crossbeam, the end of the second stull is connected with base by adjusting screw, and the bottom of the second stull is also connected with pre-embedded bolt by pressure beam.
First stull is the shorter stull of length, and the second stull is the stull that length is longer.
The beneficial effects of the utility model:
The template support system that the utility model is used and modularly assembledly achieve mechanization and build.Whole fire wall one-time-concreting forming technique after this cover steel form and support system thereof will take modularization assemble to assemble, farthest will improve site machineryization construction degree, and reduce labour and drop into, reduce the construction period, reduce site safety risk, improve workmanship and wall body aesthetics.Under labour, the obvious background of timber price growth expectations, this cover steel form and the versatility of support system thereof, the property of can be recycled, convenience will bring higher economic benefit and social benefit.
Combined large steel model meets country's " material-saving generation wood " economic policy, is reusable edible, environment amenable green wood substitute material and goods thereof, can reduces the unreasonable consumption of timber.General combined large steel model is durable in use, can improve template to greatest extent and recycle frequency, improves the number of turnover, the drawback avoided traditional construction template now to join, now make, now prop up, now tear open, amortization charge is low, can reduce overall life cycle cost, improves overall economic efficiency.
Accompanying drawing explanation
Fig. 1 band post Concrete Anti wall with flues common group closes steel form device front view;
Fig. 2 band post Concrete Anti wall with flues common group closes steel form device lateral view;
Fig. 3 band post Concrete Anti wall with flues common group closes the attached view of steel form device;
Fig. 4 column template elevation;
Fig. 5 column template sectional drawing;
Fig. 6 Side Template sectional drawing;
Fig. 7 bears down on one block construction schematic diagram;
The Concrete Anti wall with flues common group of Fig. 8 band post closes steel form device front view;
The Concrete Anti wall with flues common group of Fig. 9 band post closes the attached view of steel form device;
Figure 10 band square column Concrete Anti wall with flues common group closes steel form device front view;
Figure 11 module units elevation;
Figure 12 module units lateral view
Figure 13 assembles complete lateral view;
In figure, 1, master module, 2, intercolumniation template, 3, column template, 41, Side Template, 51, basis, 4, stull, 5, portal support, 6, steel pedal, 7, steel ladder, 8, adjusting screw, 9, portal support base, 10, guardrail, 11, support, 12, cable rope, 13, coping formwork, 14, pressure beam.
Detailed description of the invention:
Below in conjunction with accompanying drawing, the utility model is described in detail:
As shown in figures 1-8, band post Concrete Anti wall with flues common group closes steel form device, comprise two of vertical ground basis 51 to be arranged in parallel and the identical modular unit of structure, each modular unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and comprise multiple master module 1 and several column templates 3, when column template 3 is multiple, between adjacent pillars template 3, be furnished with intercolumniation template 2;
Described two are arranged in parallel and are furnished with positioned opposite and that structure is identical vertical unit between the end of the identical modular unit of structure, described vertical unit comprises multiple Side Template 41 superposed one by one, Side Template 41 is for connecting the master module 1 of the correspondence in two modular units, and described modular unit is identical with the height of vertical unit.
Described multiple master module 1, several column templates 3 and intercolumniation template 2 are connected by double hook connector or bolt when connecting.
Described master module 1 is rectangle, and long is 3m, and wide is 1.5m.Described master module 1 is rectangle, and long is 1.5m, and wide is 1m.
Described Side Template 41 is U-shaped, and inside Side Template 41, rounding radii is 30mm, and the facade size of Side Template 41 is wide is 0.3m, and long is 3m.Described Side Template 41 is U-shaped, and inside Side Template 41, rounding radii is 30mm, and the facade size of Side Template 41 is wide is 0.3m, and long is 1m.
Described intercolumniation template 2 is rectangle structure, and long is 3m, and wide is 1m.Described intercolumniation template 2 is rectangle structure, and long is 1m, and wide is 1m.
Described column template 3 is semi-cylindrical for middle part and is outward extended with the structure of symmetrical level board at the edge of cylinder, and the height of semicolumn is 3m, and the interior diameter of a circle that semicolumn is corresponding is 0.6m or 0.9m.Described column template 3 is semi-cylindrical for middle part and is outward extended with the structure of symmetrical level board at the edge of cylinder, and the height of semicolumn is 1m, and the interior diameter of a circle that semicolumn is corresponding is 0.6m or 0.9m.
The top of described modular unit and vertically unit is furnished with coping formwork 13, the structure of described coping formwork 13 and modular unit and the vertically the top of unit matches and is provided with outer, coping formwork 13 is bolted on the superiors' wall form, bear down on one high 200mm, choose metope 75mm, template section is identical, and the wall form be connected with it along metope length and shape is consistent.
As shown in Figure 9, when the fire wall that will build is a circular pillar, when template splicing, often arrange structure and comprise a column template 3, the struts number of the fire wall that is will built is consistent with the column template 3 often arranged in the template of structure.
As shown in Figure 10, when the fire wall that will build is square pillar, described square for be made up of Side Template 41 and master module 1, the square quantity that quantity and Side Template 41 and the master module 1 of the square pillar of fire wall form is consistent.
As figs 11-13, band post Concrete Anti wall with flues common group closes the assemble method of steel form device, comprises the following steps:
Step one: select the master module 1 of required size, column template 3 and intercolumniation template 2, required master module 1, column template 3 and intercolumniation template 2 are placed in the plane, connect with double hook connector between template, the back cord of template is installed portal support 5, and utilizes stull 4 portal support 5 and template to be connected as one;
Step 2: be arranged on portal support 5 by steel pedal, and the slide plate on sliding tight steel pedal 6, be arranged on steel ladder 7 on portal support 5; Steel ladder 7 is arranged in template back arris, platform and circle guardrail 10 will be justified, be arranged on portal support 5;
Step 3: structure step 2 completed is holded up, rotate up the leading screw bottom adjustment doors cribbing 5, make template hypsokinesis, other template of first floor is installed simultaneously, utilize in the bottom of master module 1 oblique dowel with take aim at reinforcing and prevent the tool that rises, pre-embedded bolt is installed pressure beam 14 pressing door type bracket base 9, verticality is regulated by leading screw, double hook connector or bolt is adopted to be connected on master module 1 by Side Template 41, at body of wall two ends and middle part, support 11 is set, described support 11 one end is fixed by bolts to back cord place in template, the other end props up on ground, employing drill rod is fixed, the each layer template of residue is installed successively, and adopts cable rope 12 as safety measure.
The back cord of described template is installed portal support 5, the top of back cord and portal support 5 and low connection point place are provided with supporting leg and are connected with ground, for fixed support.
Described portal support 5 comprises support body, adjusting screw 8 and base, described support body comprise be arranged in parallel and length not wait two stulls 4, the two ends of the first stull are all connected with the second stull by crossbeam, top between two crossbeams is also provided with another one crossbeam, the end of the second stull is connected with base by adjusting screw 8, and the bottom of the second stull is also connected with pre-embedded bolt by pressure beam 14.
First stull is the shorter stull of length, and the second stull is the stull that length is longer.
By reference to the accompanying drawings detailed description of the invention of the present utility model is described although above-mentioned; but the restriction not to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection domain of the present utility model.
Claims (8)
1. be with post Concrete Anti wall with flues common group to close steel form device, it is characterized in that, comprise two of vertical ground basis to be arranged in parallel and the identical modular unit of structure, each modular unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and comprise multiple master module and several column templates, when column template is multiple, between adjacent pillars template, be furnished with intercolumniation template;
Described two are arranged in parallel and are furnished with positioned opposite and that structure is identical vertical unit between the end of the identical modular unit of structure, described vertical unit comprises multiple Side Template superposed one by one, Side Template is for connecting the master module of the correspondence in two modular units, and described modular unit is identical with the height of vertical unit.
2. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, and it is characterized in that, described multiple master module, several column templates and intercolumniation template are connected by double hook connector or bolt when connecting.
3. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, and it is characterized in that, described master module is rectangle, and long is 3m or 1.5m, and wide is 1.5m.
4. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, and it is characterized in that, described Side Template is U-shaped, and inside Side Template, rounding radii is 30mm, and the facade size of Side Template is wide is 0.3m, and long is 3m or 1m.
5. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, and it is characterized in that, described intercolumniation template is rectangle structure, and long is 3m or 1m, and wide is 1m.
6. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, it is characterized in that, described column template is that middle part is semi-cylindrical and is outward extended with the structure of symmetrical level board at the edge of cylinder, the height of semicolumn is 3m, and the interior diameter of a circle that semicolumn is corresponding is 0.6m or 0.9m.
7. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, it is characterized in that, described column template is that middle part is semi-cylindrical and is outward extended with the structure of symmetrical level board at the edge of cylinder, the height of semicolumn is 1m, and the interior diameter of a circle that semicolumn is corresponding is 0.6m or 0.9m.
8. band post Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, it is characterized in that, the top of described modular unit and vertically unit is furnished with coping formwork, the structure of described coping formwork and modular unit and the vertically the top of unit matches and is provided with outer, coping formwork is bolted on the superiors' wall form, and bear down on one high 200mm, chooses metope 75mm, template section is identical, and the wall form be connected with it along metope length and shape is consistent.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520135668.7U CN204531380U (en) | 2015-03-10 | 2015-03-10 | Band post Concrete Anti wall with flues common group closes steel form device |
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| CN201520135668.7U CN204531380U (en) | 2015-03-10 | 2015-03-10 | Band post Concrete Anti wall with flues common group closes steel form device |
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| CN204531380U true CN204531380U (en) | 2015-08-05 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476566A (en) * | 2017-07-24 | 2017-12-15 | 国网新疆电力公司经济技术研究院 | The general combined steel formwork device of concrete fireproof wall and its assemble method |
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2015
- 2015-03-10 CN CN201520135668.7U patent/CN204531380U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107476566A (en) * | 2017-07-24 | 2017-12-15 | 国网新疆电力公司经济技术研究院 | The general combined steel formwork device of concrete fireproof wall and its assemble method |
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