CN201539098U - Detachable convenient support device of steel structure building template - Google Patents

Detachable convenient support device of steel structure building template Download PDF

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Publication number
CN201539098U
CN201539098U CN2009202180323U CN200920218032U CN201539098U CN 201539098 U CN201539098 U CN 201539098U CN 2009202180323 U CN2009202180323 U CN 2009202180323U CN 200920218032 U CN200920218032 U CN 200920218032U CN 201539098 U CN201539098 U CN 201539098U
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CN
China
Prior art keywords
template
supports
girder
support device
steel structure
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Expired - Lifetime
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CN2009202180323U
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Chinese (zh)
Inventor
王元清
施刚
舒兴平
林错错
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Tsinghua University
Hunan University
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Tsinghua University
Hunan University
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Priority to CN2009202180323U priority Critical patent/CN201539098U/en
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Abstract

The utility model belongs to the technical field of steel structure building engineering and relates to a detachable convenient support device of a steel structure building template. Two sections of template support extension beams of the template support device are respectively inserted in webs at two ends of a template support main beam, thereby forming the longitudinal sliding connection with the template support main beam; and four load-bearing bolts are placed on bottom flanges of adjacent steel frame secondary beams, the template support extension beams prop up web plates of the steel frame secondary beams and prop against the template support main beam by fastening bolts, and the template support device is fixed on the adjacent steel frame secondary beams of a steel structure. The using steps are as follows: erecting the template support device with a certain density on the adjacent steel frame secondary beams, further mounting the building template on the template support device, and detaching the template support device and the template after completing concrete pouring and maintenance. The support device of the steel structure building template with simple erection, detachability and repeated use can realize the fast erection of the template and save a large number of support materials and construction cost.

Description

The detachable convenient support device of steel structure building template
Technical field
The utility model belongs to the steel building field of engineering technology, particularly a kind of detachable convenient support device of steel structure building template.
Background technology
Along with a large amount of constructions of highrise building, bridge etc., steel work is used more and more.In most of steel work, what floor adopted is concrete floor, so need set up construction formwork when carrying out casting and constructing.Traditional form of construction work is exactly directly to set up scaffold, and wooden form is installed then, and this method workload is big, the range of application limitation is many.Existing engineering also often adopts profiled sheet as construction formwork, it has handling ease, in light weight, installation rate is fast, easy and simple to handle and cancellation is propped up, the advantages such as loaded down with trivial details operation of form removal, if but do not take precautions against fire, do not consider the effect of profiled sheet bearing load during designing and calculating, so the economy of this template is poor.When taking into account economy, how carrying out installing of construction formwork quickly and easily is problem demanding prompt solution in the Construction of Steel Structure.
The utility model content
The purpose of this utility model is to take into account the problem of economy and speed of application at construction formwork support system in the existing steel work, a kind of detachable convenient support device of steel structure building template is provided especially, it is characterized in that, the detachable convenient support device of steel structure building template abbreviates mould plate supporting device 6 as, support girder 1 by template, template supports elongation beam 2, fastening bolt 3, load-bearing steel pipe 4, load-bearing bolt 5 constitutes, two sections template support elongation beams 2 insert respectively in the abdomen at template support girder 1 two ends, the height that template supports elongation beam 2 is slightly less than the web height that template supports girder 1, template supports elongation beam 2, and 1 formation longitudinal sliding motion is connected with template support girder, template supports between girder 1 and the template support elongation beam 2 and holds out against mutually by fastening bolt 3, the template that tapped load-bearing steel pipe 4 is welded on respectively supports bottom, girder 1 two ends, and load-bearing bolt 5 is installed in load-bearing steel pipe 4 lower ends.
Described template supports girder 1 two ends and is provided with 2~6 screws, and screw press two rows and arranged, and fastening bolt 3 is screwed in template and supports on the screw of girder 1 and hold out against described template and support and extend beam 2; Perhaps, described template supports elongation beam 2 and is provided with 2~6 screws, and screw press two rows and arranged, and fastening bolt 3 is screwed in template and supports on the screw of elongation beam 2 and hold out against described template support girder 1.
The length that described template supports elongation beam 2 is 5~10% of template support girder 1 length.
The material that described template supports girder 1 is a lipped channel.
The material that described template supports elongation beam 2 is C shaped steel or channel-section steel.
Totally 4 of described tapped load-bearing steel pipes 4 are welded on described template respectively and support both sides before and after the bottom, girder 1 two ends.4 load-bearing bolts 5 place on the bottom flange of adjacent steel frame secondary beam 7 during use, and the template at two ends supports the web that elongation beam 2 withstands steel frame secondary beam 7 respectively.
6 of mould plate supporting devices are located on the bottom flange of steel framed structure adjacent steel framework secondary beam 7, length, highly, spacing is adjustable.The effect that template supports elongation beam 2 is to adjust mould plate supporting device 6 length, makes mould plate supporting device 6 just in time be stuck between the web of adjacent steel framework secondary beam 7, prevents vertically moving of wiring dit plate supporting device 6.Tapped load-bearing steel pipe 4, and load onto load-bearing bolt 5, during use load-bearing bolt 5 is screwed out the height that can adjust lipped channel and plays support and anti-sidesway.The load-bearing bolt 5 that is installed under the load-bearing steel pipe 4 is placed on the bottom flange of steel work secondary beam 7, is used to adjust the height of whole mould plate supporting device 6.10 of construction formworks are located on the mould plate supporting device 6.Mould plate supporting device 6 is reusable.
The beneficial effects of the utility model are, use on the basis of conventional template, have substituted scaffold, have simplified working procedure, have reduced workload, and make that template supports set up, dismantle be more quick, make things convenient for, and that has realized that template sets up carries out fast; Mould plate supporting device is reusable, has better economic.
Description of drawings
Fig. 1 is the mould plate supporting device structural representation.
Fig. 2 is the structure sectional view of the A-A direction of Fig. 1.
Fig. 3 is a mould plate supporting device structure schematic diagram.
Fig. 4 sets up schematic diagram for mould plate supporting device is used for steel structure building template.
The specific embodiment
Fig. 1 is the mould plate supporting device structural representation of embodiment, mould plate supporting device 6, support girder 1 by template, template supports elongation beam 2, fastening bolt 3, load-bearing steel pipe 4, load-bearing bolt 5 constitutes, the material that template supports girder 1 is a lipped channel, the material that template supports elongation beam 2 is C shaped steel or channel-section steel, two sections templates support elongation beams 2 and insert respectively in the abdomen that template supports girder 1 two ends, and the height that template supports elongation beam 2 is slightly less than the web height that template supports girder 1, and template supports elongation beam 2 and template and supports girder 1 and constitute longitudinal sliding motion and be connected.As shown in Figures 2 and 3, template supports girder 1 two ends has 4 screws to arrange by two rows, template supports girder 1 every end to be had 4 fastening bolts 3 to be screwed in template to support on the screw of girder 1 and withstand on template and support on the web of elongation beam 2, makes template support elongation beam 2 and can be stuck in template and support among the girder 1.4 tapped load-bearing steel pipes 4 are welded on template respectively and support both sides before and after the bottom, girder 1 two ends, and load-bearing bolt 5 is installed in load-bearing steel pipe 4 lower ends.Whole mould plate supporting device 6 is erected on the bottom flange of adjacent steel frame secondary beam 7 by four load-bearing bolts 5, the template at two ends supports the web that elongation beam 2 withstands steel frame secondary beam 7 respectively, and support girder 1 by fastening bolt 3 and template and hold out against, mould plate supporting device 6 is fixed on the adjacent steel frame secondary beam 7 of steel work.
Template supports between girder 1 and the template support elongation beam 2 and holds out against mutually, can also screw be set by supporting on the elongation beam 2 in template, and fastening bolt 3 is screwed on the screw of template support elongation beam 2, withstand on template and support on the web of girder 1, make template support elongation beam 2 and can be stuck among the template support girder 1.
Because the height of mould plate supporting device 6 can be regulated, thus after setting up template 10, the end face of template 10 can with the top flange upper surface equal altitudes of secondary beam 7; Also can be lower than the upper surface of secondary beam 7 top flanges, form the form of structure that concrete partly wraps up secondary beam 7.
Fig. 4 sets up schematic diagram for mould plate supporting device is used for the steel structure concrete floor slab template, the steel work of building is by Steel Frame Column 9, steel frame girder 8, steel frame secondary beam 7 constitutes, in order on the steel frame secondary beam 7 of steel work, to pour into a mould steel structure concrete floor slab, must on adjacent steel frame secondary beam 7, set up construction formwork 10 earlier.As shown in Figure 4,, at first set up the mould plate supporting device 6 of certain density on to adjacent steel frame secondary beam 7, and adjust that it is highly consistent, construction formwork 10 is installed on mould plate supporting device 6 at each by the designing and calculating requirement.After concrete floor cast and maintenance are finished, stripping bracing or strutting arrangement 6 and construction formwork 10.
Mould plate supporting device 6 replaces scaffold, is used for installing of steel structure building template, and concrete steps are:
(1) calculating is in the density that installs of steel frame secondary beam 7 cope match-plate pattern bracing or strutting arrangements 6;
(2) set by step (1) mould plate supporting device 6 of calculating installs density, on steel frame secondary beam 7, set up mould plate supporting device 6, unscrew the whole fastening bolts 3 on the mould plate supporting device 6, template is supported elongation beam 2 to be inserted in the template support girder 1, load-bearing bolt in the load-bearing steel pipe 45 is screwed out, 4 load-bearing bolts 5 are placed on the bottom flange of adjacent steel frame secondary beam 7, adjust the height of mould plate supporting device 6;
(3) template of pulling out two ends supports the web that elongation beam 2 withstands steel frame secondary beam 7, tightens fastening bolt 3, and mould plate supporting device 6 is fixed on the steel frame secondary beam 7;
(4) construction formwork 10 is installed on mould plate supporting device 6, is carried out the concrete floor cast;
(5) after cast of concrete floor or other member and maintenance finish, unscrew fastening bolt 3, insert in the template support girder 1, load-bearing bolt 5 is screwed in the load-bearing steel pipe 4 template being supported elongation beam 2, mould plate supporting device 6 is removed from steel work secondary beam 7, and removed construction formwork 10.
It is convenient that steel structure building template bracing or strutting arrangement of the present utility model sets up, detachable, reusable, saves a large amount of backing material and operating expenses.

Claims (8)

1. the detachable convenient support device of a steel structure building template, it is characterized in that, mould plate supporting device (6) supports girder (1) by template, template supports elongation beam (2), fastening bolt (3), load-bearing steel pipe (4), load-bearing bolt (5) constitutes, two sections template support elongation beams (2) insert respectively in the abdomen at template support girder (1) two ends, the height that template supports elongation beam (2) is slightly less than the web height that template supports girder (1), template supports elongation beam (2), and longitudinal sliding motion is connected with template support girder (1) formation, template supports between girder (1) and the template support elongation beam (2) and holds out against mutually by fastening bolt (3), the template that tapped load-bearing steel pipe (4) is welded on respectively supports bottom, girder (1) two ends, and load-bearing bolt (5) is installed in load-bearing steel pipe (4) lower end.
2. the detachable convenient support device of a kind of steel structure building template according to claim 1, it is characterized in that, described template supports girder (1) two ends and is provided with 2~6 screws, screw is pressed two rows and is arranged, and fastening bolt (3) is screwed in template and supports on the screw of girder (1) and hold out against described template and support elongation beam (2).
3. the detachable convenient support device of a kind of steel structure building template according to claim 1, it is characterized in that, described template supports elongation beam (2) and is provided with 2~6 screws, screw is pressed two rows and is arranged, and fastening bolt (3) is screwed in template and supports on the screw of elongation beam (2) and hold out against described template and support girder (1).
4. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, the length that described template supports elongation beam (2) is 5~10% of template support girder (1) length.
5. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, it is lipped channel that described template supports girder (1).
6. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, it is C shaped steel or channel-section steel that described template supports elongation beam (2).
7. the detachable convenient support device of a kind of steel structure building template according to claim 1 is characterized in that, totally 4 of described tapped load-bearing steel pipes (4) are welded on described template respectively and support both sides before and after the bottom, girder (1) two ends.
8. the detachable convenient support device of a kind of steel structure building template according to claim 1, it is characterized in that, described mould plate supporting device (6) is erected at by 4 described load-bearing bolts (5) on the bottom flange of adjacent steel frame secondary beam (7), and the template at two ends supports elongation beam (2) and withstands the web of steel frame secondary beam (7) respectively.
CN2009202180323U 2009-10-23 2009-10-23 Detachable convenient support device of steel structure building template Expired - Lifetime CN201539098U (en)

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Application Number Priority Date Filing Date Title
CN2009202180323U CN201539098U (en) 2009-10-23 2009-10-23 Detachable convenient support device of steel structure building template

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Application Number Priority Date Filing Date Title
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103292775A (en) * 2013-06-09 2013-09-11 中国葛洲坝集团股份有限公司 Deformation monitoring and warning device for embedded type load-bearing bolt
CN104947836A (en) * 2015-06-25 2015-09-30 大元建业集团股份有限公司 Supportless construction method for cast-in-place floor of high-rise steel structure house
CN106368431A (en) * 2016-11-04 2017-02-01 成都森钰泓绿化工程有限公司 Formwork adjustable in simply supported beam cross section height
CN109403623A (en) * 2018-11-23 2019-03-01 上海泰大建筑科技有限公司 A kind of plate device of floor

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103292775A (en) * 2013-06-09 2013-09-11 中国葛洲坝集团股份有限公司 Deformation monitoring and warning device for embedded type load-bearing bolt
CN103292775B (en) * 2013-06-09 2018-04-10 中国葛洲坝集团股份有限公司 Built-in type load-bearing bolt deformation monitoring prior-warning device
CN104947836A (en) * 2015-06-25 2015-09-30 大元建业集团股份有限公司 Supportless construction method for cast-in-place floor of high-rise steel structure house
CN104947836B (en) * 2015-06-25 2017-07-11 大元建业集团股份有限公司 The unsupported construction method of high-rise steel structure in-situ floor slab in houses
CN106368431A (en) * 2016-11-04 2017-02-01 成都森钰泓绿化工程有限公司 Formwork adjustable in simply supported beam cross section height
CN109403623A (en) * 2018-11-23 2019-03-01 上海泰大建筑科技有限公司 A kind of plate device of floor
CN109403623B (en) * 2018-11-23 2024-04-02 上海泰大建筑科技有限公司 Template device of floor

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GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20100804

Effective date of abandoning: 20091023

AV01 Patent right actively abandoned

Granted publication date: 20100804

Effective date of abandoning: 20091023