CN202047592U - Support structure for steel structure building floor templates - Google Patents
Support structure for steel structure building floor templates Download PDFInfo
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- CN202047592U CN202047592U CN2011200581321U CN201120058132U CN202047592U CN 202047592 U CN202047592 U CN 202047592U CN 2011200581321 U CN2011200581321 U CN 2011200581321U CN 201120058132 U CN201120058132 U CN 201120058132U CN 202047592 U CN202047592 U CN 202047592U
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Abstract
The utility model discloses a support structure for a steel structure building floor template. A floor surface of a steel structure building comprises a support system including main beams and secondary beams. The main beams and the secondary beams are H-shaped steel, and each secondary beam is arranged between two adjacent main beams, is in the transverse H-shaped direction and comprises an upper flat surface, a lower flat surface and a longitudinal surface respectively connected with the upper flat surface and the lower flat surface. The template support structure comprises a plurality of template support beams and square timbers, wherein each template support beam is arranged between two adjacent secondary beams, the top surface of each square timber tightly abuts to the bottom surface of the template, the bottom surface of each square timber is arranged on the corresponding support beam, and each support beam is arranged on ejecting rods which are arranged on the lower surface of each secondary beam. By the aid of the support structure for the steel structure building floor template, construction cost can be saved, construction progress is accelerated, and construction is safe.
Description
Technical field
The utility model relates to a kind of house floor formwork structure, and a kind of steel house floor template braced structures of more specifically saying so belongs to technical field of buildings.
Background technology
Along with steel house is used widely, the steel work multistoried building also increases thereupon.The deck structure of steel work multistoried building comprises strutting system and concrete system, because the most area of steel house is bigger, strutting system generally comprises girder and secondary beam, and girder is across whole building, and the interval of girder can 6-15 rice; The secondary beam operated by rotary motion is (secondary beam of the most close two sides is arranged between girder and the body of wall) between adjacent girder, and the interval of secondary beam mostly is greatly about 4 meters.Girder and secondary beam generally all adopt H shape steel.
The floor of steel house mostly is cast-in-place plate greatly, builds the template that floor needs level, the wooden template of the general employing of existing template.When steel house was built floor, the wooden template of level need be fixed, and the pillar of a plurality of settings of general employing of existing above-mentioned wooden template is supported.Area is big, the characteristics of story height because steel house mostly as factory building, has, and the story height that has is above 6 meters.Conventional template adopt to erect pillar land braced structures need quantity huge land pillar, and the length of pillar is also bigger, so exists construction cost height, construction speed to wait deficiency slowly.
The utility model content
At the problems referred to above, it is low that the problem that the utility model quasi-solution is determined provides a kind of construction cost, the steel house floor template braced structures that construction speed is fast.
For achieving the above object, the utility model is by the following technical solutions: a kind of steel house floor template braced structures, the floor face of described steel house comprises strutting system, described strutting system comprises girder and secondary beam, described girder and secondary beam are H shape steel, described secondary beam is shelved between the adjacent girder, the direction of described secondary beam is horizontal H shape, promptly have one and go up the plane, a lower plane is connected the plane respectively with one, the vertical face of the vertical direction of lower plane, described template braced structures comprises several template supporting traverses that are arranged between the adjacent secondary beam, and the lumps of wood, the end face of the described lumps of wood presses closer the bottom surface of template, and the bottom surface of the described lumps of wood is on supporting traverse; Described secondary beam lower plane is provided with push rod, is shelved on the push rod on the described supporting traverse.
Described template supporting traverse is a channel-section steel.
Such scheme, steel house floor template braced structures of the present utility model, owing to adopt several template supporting traverses to come support shuttering by the lumps of wood, and the template supporting traverse is shelved on the secondary beam lower plane with suitable height by push rod, rationally utilize the building structure self-bearing capacity, and reusable on the supporting traverse.Therefore steel house floor template braced structures of the present utility model substitutes conventional template and adopts the braced structures of landing of erectting pillar, having save needs quantity huge and length is bigger lands pillar installation cost and duration, therefore can save construction cost, accelerating construction progress, and construction safety.Experiment showed, compared with prior art, adopt the steel house floor template braced structures of utility model can save construction cost about 20%.
Description of drawings
Fig. 1 is the structural representation of the floor face strutting system of steel house;
Fig. 2 is the girder of floor face support of steel house and the structure chart that secondary beam cooperates;
Fig. 3 is the structural representation of the utility model steel house floor template braced structures;
Fig. 4 is that the A-A of Fig. 3 is to sectional view.
Among the figure: the 1-girder, the 2-secondary beam, 3-template supporting traverse, the 4-lumps of wood, the 5-template, 6-push rod 7-goes up the plane, the 8-lower plane, 9-indulges face, and the 10-secondary beam is shelved plate, the 11-layer of concrete.
Specific implementation method
Referring to Fig. 1, Fig. 2, before introducing steel house floor template braced structures of the present utility model, earlier existing steel house floor face is done simple the introduction, steel house floor face generally comprises strutting system and concrete system, described concrete system is mainly horizontal plane layer of concrete 11, and production technique surface concrete layer 11 need carry out on a horizontal shuttering 5.The utility model mainly is solve horizontal shuttering 5 rationally fixing.
Strutting system is used for supporting the floor levels face, described strutting system comprises girder 1 and secondary beam 2, described girder 1 and secondary beam 2 are the H shape steel of different size, the interval of girder 1 is generally 6-15 rice, on the body of wall of house two sides that two ends of girder 1 are shelved, the H shape steel of girder 1 are laterally placed, also with regard to similar " worker " font.Described secondary beam 2 is between adjacent girder 1, the interval of described secondary beam 2 is generally 3-6 rice, described secondary beam 2 two ends are at " worker " font recess of adjacent girder 1 correspondence, and are provided with secondary beam at " worker " font recess of girder 1 and shelve plate 10, and secondary beam 2 two ends are shelved secondary beam and shelved on the plate 10.
The direction of described secondary beam 2 also is horizontal H shape, promptly similar " worker " font, and it has one and goes up 7, one lower planes 8 in plane and a vertical face 9 that is connected the vertical direction of plane 7, lower plane 8 respectively.
Referring to Fig. 3, Fig. 4, the template braced structures of steel house floor of the present utility model comprises several template supporting traverses 3 that are arranged between the adjacent secondary beam 2, and the lumps of wood 4, the end face of the described lumps of wood 4 presses closer the bottom surface of template 5, and the bottom surface of the described lumps of wood 4 is on supporting traverse 3; Described secondary beam 2 lower planes 8 are provided with push rod 6, are shelved on the push rod 6 on the described supporting traverse 3.Described template supporting traverse 3 is channel-section steels.
Claims (2)
1. steel house floor template braced structures, the floor face of described steel house comprises strutting system, described strutting system comprises girder (1) and secondary beam (2), described girder (1) and secondary beam (2) are H shape steel, described secondary beam (2) is shelved between the adjacent girder (1), the direction of described secondary beam (2) is horizontal H shape, promptly have one and go up plane (7), a lower plane (8) is connected plane (7) respectively with one, the vertical face (9) of the vertical direction of lower plane (8), it is characterized in that described template braced structures comprises several template supporting traverses (3) that are arranged between the adjacent secondary beam (2), and the lumps of wood (4), the end face of the described lumps of wood (4) presses closer the bottom surface of template (5), and the bottom surface of the described lumps of wood (4) is on supporting traverse (3); Described secondary beam (2) lower plane (8) is provided with push rod (6), is shelved on the described supporting traverse (3) on the push rod (6).
2. structural building floor template braced structures according to claim 1 is characterized in that described template supporting traverse (3) is a channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200581321U CN202047592U (en) | 2011-03-08 | 2011-03-08 | Support structure for steel structure building floor templates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200581321U CN202047592U (en) | 2011-03-08 | 2011-03-08 | Support structure for steel structure building floor templates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202047592U true CN202047592U (en) | 2011-11-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200581321U Expired - Lifetime CN202047592U (en) | 2011-03-08 | 2011-03-08 | Support structure for steel structure building floor templates |
Country Status (1)
| Country | Link |
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| CN (1) | CN202047592U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102146731A (en) * | 2011-03-08 | 2011-08-10 | 浙江梁湖建设有限公司 | Supporting structure for floor formwork of steel structure building and construction method |
| CN102720355A (en) * | 2012-06-01 | 2012-10-10 | 中建三局建设工程股份有限公司 | Novel steel truss concrete slab form support system |
| CN103243908A (en) * | 2013-05-21 | 2013-08-14 | 罗灿雄 | Slab formwork system and house building construction method |
| CN106065713A (en) * | 2016-07-28 | 2016-11-02 | 中国五冶集团有限公司 | The template frame without scaffold cast-in-place concrete can be realized |
| CN112538982A (en) * | 2020-11-06 | 2021-03-23 | 上海建工四建集团有限公司 | Interim bearing structure of truss floor |
-
2011
- 2011-03-08 CN CN2011200581321U patent/CN202047592U/en not_active Expired - Lifetime
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102146731A (en) * | 2011-03-08 | 2011-08-10 | 浙江梁湖建设有限公司 | Supporting structure for floor formwork of steel structure building and construction method |
| CN102720355A (en) * | 2012-06-01 | 2012-10-10 | 中建三局建设工程股份有限公司 | Novel steel truss concrete slab form support system |
| CN103243908A (en) * | 2013-05-21 | 2013-08-14 | 罗灿雄 | Slab formwork system and house building construction method |
| CN103243908B (en) * | 2013-05-21 | 2015-08-05 | 罗灿雄 | Slab form system and building construction build method |
| CN106065713A (en) * | 2016-07-28 | 2016-11-02 | 中国五冶集团有限公司 | The template frame without scaffold cast-in-place concrete can be realized |
| CN112538982A (en) * | 2020-11-06 | 2021-03-23 | 上海建工四建集团有限公司 | Interim bearing structure of truss floor |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20111123 Effective date of abandoning: 20120704 |