CN205259592U - Template structure of steel construction floor - Google Patents
Template structure of steel construction floor Download PDFInfo
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- CN205259592U CN205259592U CN201520984727.8U CN201520984727U CN205259592U CN 205259592 U CN205259592 U CN 205259592U CN 201520984727 U CN201520984727 U CN 201520984727U CN 205259592 U CN205259592 U CN 205259592U
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- template
- supporting traverse
- support
- section steel
- regulating block
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Abstract
The utility model discloses a template structure of steel construction floor, steel construction floor are the rectangle floor frame that H shaped steel roof beam constitutes, the template structure includes supporting beam, support post, regulating block, support longeron and template, the supporting beam level sets up between the web of rectangle floor frame left and right sides H shaped steel roof beam, the support post is vertical to be supported between the lower pterygoid lamina of supporting beam and H shaped steel roof beam, the regulating block cartridge is between the last pterygoid lamina of supporting beam and H shaped steel roof beam, support the equidistant setting of longeron level on supporting beam to it is mutually perpendicular with supporting beam, the template level is laid and is being supported the longeron top. This template structure need not to build full hall scaffold, has effectively improved the efficiency of construction, has reduced construction cost, has better application prospect.
Description
Technical field
The utility model relates to a kind of formwork structure, especially a kind of formwork structure for steel construction floor.
Background technology
At present, steel structure frame industrial premises more and more obtains investor's favor, but most steel structure frameFactory building floor still adopts cast-in-situ steel reinforced concrete. By current traditional method, adopt exactly and set up full hall scaffold and enterRow construction, this just needs a large amount of scaffold tube as support, carries out formwork, and not only construction cost is high, andConstruction period is long, and because setting up full hall scaffold occupies each floor space, has had a strong impact on factory building entirety and executedWork progress.
Utility model content
Utility model object: a kind of formwork structure of steel construction floor without building full hall scaffold is provided, withReduce construction cost, improve efficiency of construction.
Technical scheme: the formwork structure of steel construction floor described in the utility model, steel construction floor is H shaped steelThe rectangle floor framework that beam forms; Formwork structure comprises supporting traverse, support post, regulating block, support stringerAnd template; Supporting traverse is horizontally set between the web of rectangle floor framework left and right sides H section steel beam; ?Support upright post vertical is directly supported between supporting traverse and the lower wing plate of H section steel beam; Regulating block be inserted into supporting traverse withBetween the upper flange of H section steel beam; Support stringer level is set in qually spaced on supporting traverse, and and supporting traversePerpendicular; Template level is laid on support stringer top.
Employing supporting traverse and support post are built a Jiong shape between the web of left and right sides H section steel beamSupport, thus the support stringer and the template that realize top support, and utilize the knot of rectangle floor framework completelyStructure feature is constructed, and without building full hall scaffold, has effectively improved efficiency of construction, has reduced and has been constructed intoThis; Adopt regulating block further to coordinate with support post, supporting traverse is realized to clamping action, thereby haveEffect avoids supporting traverse to rock, and has improved stability and the security of formwork structure.
As further restriction scheme of the present utility model, the upside of the upper side of template and H section steel beam upper flangeFace is coplanar. The upper side of the upper side of template and H section steel beam upper flange is set to coplanar, thereby makes topThe concrete of cast has good flatness, guarantees concrete structural strength.
As further restriction scheme of the present utility model, the upper limb of regulating block and supporting traverse and H section steel beamBetween plate, be interference fit. Adopt interference fit can make supporting traverse there is preferably firm performance.
Compared with prior art, its beneficial effect is the utility model: (1) adopts supporting traverse and support postBetween the web of left and right sides H section steel beam, build the support of a Jiong shape, thereby realize the support of top verticalBeam and template support, and utilize the design feature of rectangle floor framework to construct completely, and full without buildingHall scaffold, has effectively improved efficiency of construction, has reduced construction cost; (2) employing regulating block can be furtherCoordinate with support post, supporting traverse is realized to clamping action, thereby effectively avoid supporting traverse to rock, improveStability and the security of formwork structure.
Brief description of the drawings
Fig. 1 is that formwork structure of the present utility model is built rear side viewing structural representation;
Fig. 2 is that formwork structure of the present utility model is built rear plan structure schematic diagram.
In figure: 1, supporting traverse, 2, support post, 3, regulating block, 4, support stringer, 5, template, 6,H section steel beam.
Detailed description of the invention
Below in conjunction with accompanying drawing, technical solutions of the utility model are elaborated, but protection of the present utility modelScope is not limited to described embodiment.
Embodiment 1:
As illustrated in fig. 1 and 2, the formwork structure of steel construction floor of the present utility model comprises: supporting traverse 1,Support column 2, regulating block 3, support stringer 4 and template 5. Steel construction floor is the rectangle that H section steel beam 6 formsFloor framework.
Wherein, supporting traverse 1 is horizontally set between the web of rectangle floor framework left and right sides H section steel beam 6;Support post 2 is vertically supported between supporting traverse 1 and the lower wing plate of H section steel beam 6; Regulating block 3 is inserted into supportBetween the upper flange of crossbeam 1 and H section steel beam 6; Support stringer 4 levels are set in qually spaced on supporting traverse 1, andPerpendicular with supporting traverse 1; Template 5 levels are laid on support stringer 4 tops; The upper side of template 5 and H shaped steelThe upper side of beam 6 upper flanges is coplanar; Between the upper flange of regulating block 3 and supporting traverse 1 and H section steel beam 6, beInterference fit.
The formwork structure of steel construction floor of the present utility model is in when construction, supporting traverse 1, support post 2,Regulating block 3, support stringer 4 and template 5 all adopt wood materials; While setting up first by the support combiningCrossbeam 1 and regulating block 3 tilt to put into the below, top flange of the adjacent two H section steel beams 6 in left and right, and near upperThe edge of a wing, then support post 2 is knocked in to (because of support post 2 blanking time lengthened 2～5mm) by below, makeSupport post 2, supporting traverse 1, regulating block 3 are interference fit with H section steel beam 6, in conjunction with as a whole,And hammer into supporting traverse 1 from support post 2 sides with nail, be fixed; Complete support post 2 and propping upAfter the assembling of support crossbeam 1, can be on supporting traverse 1 vertical run support stringer 4 and template 5.
As mentioned above, although represented and explained the utility model, its with reference to specific preferred embodimentShall not be construed as the restriction to the utility model self. At the utility model that does not depart from claims definitionSpirit and scope prerequisite under, can make in the form and details various variations to it.
Claims (3)
1. a formwork structure for steel construction floor, steel construction floor is the rectangle building that H section steel beam (6) formsLayer framework; It is characterized in that: formwork structure comprise supporting traverse (1), support post (2), regulating block (3),Support stringer (4) and template (5); Supporting traverse (1) is horizontally set on the rectangle floor framework left and right sidesBetween the web of H section steel beam (6); Support post (2) is vertically supported in supporting traverse (1) and H section steel beam(6) between lower wing plate; Regulating block (3) is inserted into the upper limb of supporting traverse (1) and H section steel beam (6)Between plate; It is upper that support stringer (4) level is set in qually spaced in supporting traverse (1), and with supporting traverse (1)Perpendicular; Template (5) level is laid on support stringer (4) top.
2. the formwork structure of steel construction floor according to claim 1, is characterized in that: template (5)Upper side and the upper side of H section steel beam (6) upper flange coplanar.
3. the formwork structure of steel construction floor according to claim 1 and 2, is characterized in that: regulating block(3) and between the upper flange of supporting traverse (1) and H section steel beam (6) be interference fit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520984727.8U CN205259592U (en) | 2015-12-02 | 2015-12-02 | Template structure of steel construction floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520984727.8U CN205259592U (en) | 2015-12-02 | 2015-12-02 | Template structure of steel construction floor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205259592U true CN205259592U (en) | 2016-05-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520984727.8U Active CN205259592U (en) | 2015-12-02 | 2015-12-02 | Template structure of steel construction floor |
Country Status (1)
| Country | Link |
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| CN (1) | CN205259592U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057366A (en) * | 2018-08-31 | 2018-12-21 | 中冶建工集团有限公司 | A kind of steel construction spiral stairs segmented assembly method |
| CN109944427A (en) * | 2019-03-19 | 2019-06-28 | 五冶集团上海有限公司 | A kind of support frame for steel structural concrete platform and with its construction method |
| CN111502252A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork-supporting-free system for beam system steel structure building floor and construction method |
| CN111502253A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Jacking type formwork-supporting-free system for beam-concentrating system steel structure building floor and construction method |
-
2015
- 2015-12-02 CN CN201520984727.8U patent/CN205259592U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057366A (en) * | 2018-08-31 | 2018-12-21 | 中冶建工集团有限公司 | A kind of steel construction spiral stairs segmented assembly method |
| CN111502252A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Hanging type formwork-supporting-free system for beam system steel structure building floor and construction method |
| CN111502253A (en) * | 2019-01-30 | 2020-08-07 | 河南天丰绿色装配集团有限公司 | Jacking type formwork-supporting-free system for beam-concentrating system steel structure building floor and construction method |
| CN109944427A (en) * | 2019-03-19 | 2019-06-28 | 五冶集团上海有限公司 | A kind of support frame for steel structural concrete platform and with its construction method |
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| C14 | Grant of patent or utility model | ||
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