CN201915629U - Novel quick detaching template for cast-in-situ concrete floor of steel structure building - Google Patents
Novel quick detaching template for cast-in-situ concrete floor of steel structure building Download PDFInfo
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- CN201915629U CN201915629U CN2011200251425U CN201120025142U CN201915629U CN 201915629 U CN201915629 U CN 201915629U CN 2011200251425 U CN2011200251425 U CN 2011200251425U CN 201120025142 U CN201120025142 U CN 201120025142U CN 201915629 U CN201915629 U CN 201915629U
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Abstract
The utility model discloses a novel quick detaching template for a cast-in-situ concrete floor of a steel structure building. The novel quick detaching template comprises template keels and template faceplates. The template keels comprise transverse keels and longitudinal keels which are crossly distributed; wherein the template faceplates are layered on the transverse keels; the transverse keels are lapped on the longitudinal keels; and the longitudinal keels are hung on a lower wing edge of an H-type steel girder of the steel structure building through keel hanging pieces. Each of the keel hanging pieces comprises two steel hanging pieces, a stabilization-keeping bolt, a positioning bolt and a positioning steel plate, wherein the two steel hanging pieces are symmetrically hung on the lower wing edge of the H-type steel girder; the stabilization-keeping bolt is connected to the place between the two steel hanging pieces; the positioning bolt and the positioning steel plate are connected to the steel hanging pieces; and each of the steel hanging pieces comprises a vertical door-shaped connecting plate and a transverse hanging plate positioned on the vertical connecting plate. The template is good in economic benefit and small in workload and is very convenient to detach; the construction efficiency of the cast-in-situ concrete floor can be greatly improved; the construction speed is increased; and the industrial development of the steel structure building can be further promoted.
Description
Technical field
The utility model relates to a kind of cast in place concrete form, particularly a kind of template of building the steel building concrete floor.
Background technology
Along with economic construction and social development, and country is to the advocating of energy-conservation and low-carbon (LC) building, and steel house has obtained greatly developing as the dwelling house system of environment protecting and power-saving, and it is more and more that steel building is used.At present, in most of steel buildings, the form of floor has two kinds, and a kind of is the profiled sheet concrete floor, and another kind is the ordinary concrete floor.
Described profiled sheet concrete floor is meant the construction formwork of profiled sheet as floor, and directly concreting and a kind of concrete floor of forming thereon then, this floor have advantages such as installation rate is fast, easy and simple to handle.The profiled sheet concrete floor is divided into two kinds on combined floor and non-combined floor again, wherein combined floor substitutes part floor slab bottoms reinforcing bar with profiled sheet, participate in the stressed of floor, when adopting this kind floor, must carry out flameproof protection to profiled sheet, it is less that expensive flameproof protection expense makes combined floor use; But not combined floor only is again to adopt profiled sheet to use as construction formwork, so caused waste economically, causes operating expenses higher indirectly.In addition, because use habit that people are long-term and developer's cost control requirement, dwelling house is not generally done the secondary furred ceiling, but the processing of plastering, for both artistic and practical, the profiled sheet concrete floor must carry out the secondary furred ceiling again, therefore, the profiled sheet concrete floor not too meets people's use habit, and the construction cost height.
Described ordinary concrete floor is compared with the profiled sheet concrete floor, on economy and usability, all has absolute advantage, but, the job practices of ordinary concrete floor is directly to set up scaffold, mounting template is also built fast then, this method workload is big, long construction period, so also need to improve.
In sum, when taking into account economy, how carrying out installing of concrete floor template quickly and easily is problem demanding prompt solution in the steel building floor slab construction.
The utility model content
The purpose of this utility model provides a kind of new steel structure building cast-in-situ concrete floor quickly dismantled template, solve the high technical problem of floor slab construction cost in the conventional steel structural construction; And the floor slab construction workload in the solution conventional steel structural construction is big, the problem of long construction period.
For achieving the above object, the utility model adopts following technical scheme: a kind of new steel structure building cast-in-situ concrete floor quickly dismantled template, comprise template keel and form surfacing, wherein the template keel comprise lateral keel and vertical keel of cross-distribution, it is characterized in that: described form surfacing is laid on the lateral keel, lateral keel is taken and is placed on vertical keel, and vertically keel are articulated in by Skeleton hanging part on the bottom flange of H section steel beam of steel building.
Described Skeleton hanging part comprise symmetry be articulated in two steel suspension members on the bottom flange of H section steel beam, be connected two between the steel suspension member the stability maintenance bolt and be connected positioning bolt and fixing steel plate on the steel suspension member; Described steel suspension member comprises the perpendicular junction plate of a shape and is positioned at the horizontal link plate of perpendicular junction plate upper end, and perpendicular junction plate is articulated on the bottom flange of H section steel beam by horizontal link plate; Have connecting hole on the described perpendicular junction plate, the stability maintenance bolt is through in the connecting hole, two steel suspension members is detachably connected; All have vertical height adjustment hole spaced apart on two vertical edges of described perpendicular junction plate, positioning bolt is through in the height adjustment hole, fixing steel plate is detachably connected between two vertical edges of perpendicular junction plate, and described vertical keel are clipped in to take and are placed on the fixing steel plate.
In the described vertical height adjustment hole spaced apart, the distance between the adjacent both heights adjustment hole is 50mm.
Described perpendicular junction plate and horizontal link plate are structure as a whole, are formed by the cast steel casting; Perhaps perpendicular junction plate and horizontal link plate be two block plates, by being welded together.
Described vertical keel can be rectangular steel pipe or H shaped steel.
Described lateral keel can be plank or lightgage steel joist.
Described form surfacing can be steel plate, bamboo offset plate, veneer or plank.
Rubber belt sealing is adopted in slit between described form surfacing and the form surfacing.
Described form surfacing can be fixed by nail and lateral keel.
Compared with prior art the utlity model has following characteristics and beneficial effect: 1, compare with the present profiled sheet block out mold that generally uses in the steel building, of the present utility model good in economic efficiency, the processing that need not to prevent fires of its concrete floor of making, and its concrete floor bottom surface that makes is smooth, need not that secondary is plastered or furred ceiling, can save a part of interior space.2, the utility model all adopts bolt to connect, and template keel and Skeleton hanging part operate very easyly, so workload is little, dismounting easily can significantly improve the efficiency of construction of concrete cast-in-situ floor, accelerates the speed of construction.3, the utility model is convenient to the modularization making, and cost is low, can further promote the industrialized development of steel building.But 4, the utility model multilayer concreting floor simultaneously, template utilization rate height has been realized the purpose of quick cast-in-situ concrete.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is that the master that the utility model is installed on the H section steel beam looks schematic diagram.
Fig. 2 is that schematic diagram is looked on the left side of Fig. 1.
Fig. 3 is that the steel suspension member is looked schematic diagram by the master that positioning bolt is connected with fixing steel plate.
Fig. 4 is that the master of steel suspension member looks schematic diagram.
Fig. 5 is that schematic diagram is looked on the left side of Fig. 4.
Reference numeral: 1-H section steel beam, 2-steel suspension member, the perpendicular junction plate of 2.1-, the horizontal link plate of 2.2-, 2.3-height adjustment hole, 2.4-connecting hole, 3-stability maintenance bolt, 4-positioning bolt, 5-fixing steel plate, 6-lateral keel, 7-form surfacing, the vertical keel of 8-.
The specific embodiment
Embodiment is referring to shown in Fig. 1-5, this new steel structure building cast-in-situ concrete floor quickly dismantled template, comprise template keel and form surfacing 7, wherein the template keel comprise lateral keel 6 and vertical keel 8 of cross-distribution, described form surfacing 7 is laid on the lateral keel 6, lateral keel 6 is taken and is placed on vertical keel 8, and vertically keel 8 are articulated in by Skeleton hanging part on the bottom flange of H section steel beam 1 of steel building; Described Skeleton hanging part comprise symmetry be articulated in two steel suspension members 2 on the bottom flange of H section steel beam 1, be connected two between the steel suspension member 2 stability maintenance bolt 3 and be connected positioning bolt 4 and fixing steel plate 5 on the steel suspension member 2; Described steel suspension member 2 comprises the perpendicular junction plate 2.1 of a shape and is positioned at the horizontal link plate 2.2 of perpendicular junction plate 2.1 upper ends, and perpendicular junction plate 2.1 is articulated on the bottom flange of H section steel beam 1 by horizontal link plate 2.2; Have connecting hole 2.4 on the described perpendicular junction plate 2.1, stability maintenance bolt 3 is through in the connecting hole 2.4, two steel suspension members 2 is detachably connected; All have vertical height adjustment hole 2.3 spaced apart on two vertical edges of described perpendicular junction plate 2.1, positioning bolt 4 is through in the height adjustment hole 2.3, fixing steel plate 5 is detachably connected between two vertical edges of perpendicular junction plate 2.1, and described vertical keel 8 are clipped in to take and are placed on the fixing steel plate 5.Described perpendicular junction plate 2.1 is structure as a whole with horizontal link plate 2.2, is formed by the cast steel casting; Perhaps perpendicular junction plate 2.1 is two block plates with horizontal link plate 2.2, by being welded together.
Described vertical keel 8 are rectangular steel pipe or H shaped steel.The material that described lateral keel 6 adopts light weight such as plank or lightgage steel joist, is convenient to connect.Described form surfacing 7 is steel plate, bamboo offset plate, veneer or plank.Rubber belt sealing is adopted in slit between described form surfacing 7 and the adjacent forms panel.In order to guarantee that concrete floor form surfacing 7 in the process of building can not misplace, form surfacing 7 can be fixing by nail and lateral keel 6.
In addition, on steel suspension member 2 in the vertical height adjustment hole 2.3 spaced apart, the distance between the adjacent both heights adjustment hole is 50mm, during use, by positioning bolt 4, fixing steel plate 5 can be connected in the height adjustment hole 2.3 of diverse location, so just can make fixing steel plate 5 is to regulate modulus with 50mm, be in different height and positions, the instructions for use when satisfying various H section steel beams and two curb girders thus and not waiting high situation.Referring to Fig. 4, Fig. 5, in the present embodiment, respectively have two height adjustment holes 2.3 on two vertical edges of perpendicular junction plate 2.1, in other embodiments, also can be three, four, five or more.
The location of described vertical keel 8 realizes that by fixing steel plate 5 and positioning bolt 4 wherein, drawn screw thread in fixing steel plate, fixing steel plate is connected with steel suspension member 2 with positioning bolt 4 by screw thread.Described stability maintenance bolt 3 and positioning bolt 4 can adopt high-strength bolt or plain bolt, and wherein, the length of stability maintenance bolt need meet the demands.In the present embodiment, the steel suspension member adopts the cast steel mould to process, and the thickness of steel suspension member should guarantee to bear the weight of the vibrating load of concrete cast-in-situ floor and keel etc.
Concrete installation process of the present utility model is as follows: one, adopt the strong point of Skeleton hanging part as vertical keel, promptly on the bottom flange of H section steel beam 1, hang steel suspension member 2 and stability maintenance bolt 3 is installed, then according to the cross section of two ends H section steel beam and the cross section of vertical keel, adjust the position of fixing steel plate 5 and positioning bolt 4, with positioning bolt 4 preliminary stationary positioned steel plates 5.Two, vertical keel 8 are installed, by steel suspension member 2, positioning bolt 4 and fixing steel plate 5 fixed-site with vertical keel, the screwed in place bolt 4 then.Three, install vertical keel 8 after, thickness according to cast in place concrete plate, with certain pitch arrangement lateral keel 6, on lateral keel 6, lay form surfacing 7 subsequently, and take temporary fixed measure (just lateral keel and form surfacing to be nailed together with nail such as whenever being spaced a distance, again these nails are pulled out in the time of form removal), to guarantee concrete floor in the process of building, form surfacing 7 can not misplace.
After finishing above-mentioned installation, promptly can cast-in-situ concrete on form surfacing 7, form concrete floor.
Claims (8)
1. new steel structure building cast-in-situ concrete floor quickly dismantled template, comprise template keel and form surfacing (7), wherein the template keel comprise lateral keel (6) and vertical keel (8) of cross-distribution, it is characterized in that: described form surfacing (7) is laid on the lateral keel (6), lateral keel (6) is taken and is placed on vertical keel (8), and vertically keel (8) are articulated in by Skeleton hanging part on the bottom flange of H section steel beam (1) of steel building;
Described Skeleton hanging part comprises that symmetry is articulated in two steel suspension members (2) on the bottom flange of H section steel beam (1), is connected the stability maintenance bolt (3) between two steel suspension members (2) and is connected positioning bolt (4) and fixing steel plate (5) on the steel suspension member (2); Described steel suspension member (2) comprises the perpendicular junction plate (2.1) of a shape and is positioned at the horizontal link plate (2.2) of perpendicular junction plate (2.1) upper end, and perpendicular junction plate (2.1) is articulated on the bottom flange of H section steel beam (1) by horizontal link plate (2.2); Have connecting hole (2.4) on the described perpendicular junction plate (2.1), stability maintenance bolt (3) is through in the connecting hole (2.4), two steel suspension members (2) is detachably connected; All have vertical height adjustment hole (2.3) spaced apart on two vertical edges of described perpendicular junction plate (2.1), positioning bolt (4) is through in the height adjustment hole (2.3), fixing steel plate (5) is detachably connected between two vertical edges of perpendicular junction plate (2.1), and described vertical keel (8) are clipped in to take and are placed on the fixing steel plate (5).
2. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1 is characterized in that: in the described vertical height adjustment hole (2.3) spaced apart, the distance between the adjacent both heights adjustment hole is 50mm.
3. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1 is characterized in that: described perpendicular junction plate (2.1) is structure as a whole with horizontal link plate (2.2), is formed by the cast steel casting; Perhaps perpendicular junction plate (2.1) is two block plates with horizontal link plate (2.2), by being welded together.
4. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1, it is characterized in that: described vertical keel (8) are rectangular steel pipe or H shaped steel.
5. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1 is characterized in that: described lateral keel (6) is plank or lightgage steel joist.
6. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1 is characterized in that: described form surfacing (7) is steel plate, bamboo offset plate, veneer or plank.
7. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1 is characterized in that: rubber belt sealing is adopted in the slit between described form surfacing (7) and the adjacent form surfacing.
8. new steel structure building cast-in-situ concrete floor quickly dismantled template according to claim 1 is characterized in that: described form surfacing (7) is fixing by nail and lateral keel (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200251425U CN201915629U (en) | 2011-01-26 | 2011-01-26 | Novel quick detaching template for cast-in-situ concrete floor of steel structure building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200251425U CN201915629U (en) | 2011-01-26 | 2011-01-26 | Novel quick detaching template for cast-in-situ concrete floor of steel structure building |
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|---|---|
| CN201915629U true CN201915629U (en) | 2011-08-03 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200251425U Expired - Fee Related CN201915629U (en) | 2011-01-26 | 2011-01-26 | Novel quick detaching template for cast-in-situ concrete floor of steel structure building |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109185285A (en) * | 2018-10-15 | 2019-01-11 | 兰州高压阀门有限公司 | A kind of narrow space perpendicular fastener structure |
| CN110318457A (en) * | 2019-06-25 | 2019-10-11 | 山西诚达筑鑫科技有限公司 | The construction method of light section steel structure prefabricated house |
-
2011
- 2011-01-26 CN CN2011200251425U patent/CN201915629U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109185285A (en) * | 2018-10-15 | 2019-01-11 | 兰州高压阀门有限公司 | A kind of narrow space perpendicular fastener structure |
| CN110318457A (en) * | 2019-06-25 | 2019-10-11 | 山西诚达筑鑫科技有限公司 | The construction method of light section steel structure prefabricated house |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110803 Termination date: 20200126 |