CN204531385U - Flat Concrete Anti wall with flues common group closes steel form device - Google Patents
Flat Concrete Anti wall with flues common group closes steel form device Download PDFInfo
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- CN204531385U CN204531385U CN201520134843.0U CN201520134843U CN204531385U CN 204531385 U CN204531385 U CN 204531385U CN 201520134843 U CN201520134843 U CN 201520134843U CN 204531385 U CN204531385 U CN 204531385U
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Abstract
The utility model discloses flat 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 flat unit of structure, each flat unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and be spliced by multiple master module; 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 flat 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 flat units, and described flat unit is identical with the height of vertical unit.The versatility of this cover steel form and 11 systems of support thereof, the property of can be recycled, convenience will bring higher economic benefit and social benefit.
Description
Technical field
The utility model relates to flat Concrete Anti wall with flues common group and closes steel form apparatus assembling method.
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 flat 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:
Flat 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 flat unit of structure, each flat unit comprises some row's structures, often arranges anatomical connectivity on adjacent row's structure, often arranges structure and is spliced by multiple master module;
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 flat 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 flat units, and described flat unit is identical with the height of vertical unit.
Double hook connector is used to be connected between the described master module often arranging structure.
Gap between adjacent four master modules of described multiple master module is matrix pattern.
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.
The top of described flat unit and vertically unit is furnished with coping formwork, and the structure of the top of described coping formwork and flat unit and vertical 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, and template section is identical, and the wall form be connected with it along metope length and shape is consistent.
Flat Concrete Anti wall with flues common group closes the assemble method of steel form device, comprises the following steps:
Step one: master module and the Side Template of selecting required size, by multiple master module tiling in the plane, connects with double hook connector or bolt between master module, master module installs portal support, and utilize stull support and master module to be connected as one;
Step 2: be arranged on portal support by steel pedal, and the slide plate on sliding tight steel pedal, be arranged on steel ladder in template back arris, will justify platform and circle guardrail, and 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 master module 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.
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 the utility model flat Concrete Anti wall with flues common group closes steel form device elevation;
Fig. 2 the utility model flat Concrete Anti wall with flues common group closes steel form device lateral view;
Fig. 3 the utility model flat Concrete Anti wall with flues common group closes steel form device front view;
The structure sectional view of Fig. 4 Side Template;
Fig. 5 coping structure schematic diagram;
Fig. 6 module units elevation;
Fig. 7 module units lateral view;
Fig. 8 hoisting process is illustrated;
Fig. 9 assembles complete lateral view;
Figure 10 assembles complete elevation;
In figure, 1, master module, 2, Side Template, 3, 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 Figure 1-5, flat Concrete Anti wall with flues common group closes steel form device, comprise two of vertical ground basis 3 to be arranged in parallel and the identical flat unit of structure, each flat unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and be spliced by multiple master module 1;
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 flat unit of structure, described vertical unit comprises multiple Side Template 2 superposed one by one, Side Template 2 is for connecting the master module 1 of the correspondence in two flat units, and described flat unit is identical with the height of vertical unit.
Double hook connector is used to be connected between the described master module 1 often arranging structure.Gap between adjacent four master modules 1 of described multiple master module 1 is matrix pattern.
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 2 is U-shaped, and inside Side Template 2, rounding radii is 30mm, and the facade size of Side Template 2 is wide is 0.3m, and long is 3m.Described Side Template 2 is U-shaped, and inside Side Template 2, rounding radii is 30mm, and the facade size of Side Template 2 is wide is 0.3m, and long is 1m.
The top of described flat unit and vertically unit is furnished with coping formwork 13, and the structure of the top of described coping formwork 13 and flat unit and vertical unit matches and is provided with outer.Coping formwork 13 is bolted on the superiors' wall form, and bear down on one high 200mm, chooses metope 75mm, and template section is identical, and the wall form be connected with it along metope length and shape is consistent.
As illustrated in figures 6-10, flat Concrete Anti wall with flues common group closes the assemble method of steel form device, comprises the following steps:
Step one: tile in the plane by multiple master module 1, connects with double hook connector or bolt between master module 1, master module 1 is installed portal support 5, and utilizes stull 4 support and master module 1 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, be arranged on steel ladder in template back arris, will justify platform and circle guardrail 10, and 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 master module 1 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 2, 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.
Described portal support 5 comprises support body, adjusting screw 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, 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. flat Concrete Anti wall with flues common group closes steel form device, it is characterized in that, comprise two of vertical ground basis 3 to be arranged in parallel and the identical flat unit of structure, each flat unit comprises some row's structures, often arrange anatomical connectivity on adjacent row's structure, often arrange structure and be spliced by multiple master module;
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 flat 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 flat units, and described flat unit is identical with the height of vertical unit.
2. flat Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, it is characterized in that, uses double hook connector to be connected between the described master module often arranging structure.
3. flat Concrete Anti wall with flues common group as claimed in claim 1 closes steel form device, and it is characterized in that, the gap between adjacent four master modules of described multiple master module is matrix pattern.
4. flat 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, and wide is 1.5m.
5. flat 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 1.5m, and wide is 1m.
6. flat 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.
7. flat 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 1m.
8. flat 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 flat unit and vertically unit is furnished with coping formwork, and the structure of the top of described coping formwork and flat unit and vertical 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, and template section is identical, and the wall form be connected with it along metope length and shape is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520134843.0U CN204531385U (en) | 2015-03-10 | 2015-03-10 | Flat Concrete Anti wall with flues common group closes steel form device |
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| CN201520134843.0U CN204531385U (en) | 2015-03-10 | 2015-03-10 | Flat Concrete Anti wall with flues common group closes steel form device |
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| CN204531385U true CN204531385U (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 |
-
2015
- 2015-03-10 CN CN201520134843.0U patent/CN204531385U/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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