CN218881571U - Concatenation formula steel form mounting structure - Google Patents
Concatenation formula steel form mounting structure Download PDFInfo
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- CN218881571U CN218881571U CN202320049100.8U CN202320049100U CN218881571U CN 218881571 U CN218881571 U CN 218881571U CN 202320049100 U CN202320049100 U CN 202320049100U CN 218881571 U CN218881571 U CN 218881571U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
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Abstract
The application discloses a splicing type steel formwork installation structure, which relates to the field of house construction and comprises a first steel mould and a second steel mould, wherein a connecting piece for connecting the first steel mould and the second steel mould into a whole is arranged between the first steel mould and the second steel mould, the first steel mould and the second steel mould can enclose a pouring cavity for concrete with a wall shell, one end, far away from the second steel mould, of the first steel mould is connected to an adjacent partition wall, and one end, far away from the first steel mould, of the second steel mould is connected to the adjacent partition wall; still be provided with a plurality ofly between first steel mould and the wall casing and connect the fastener on the wall casing with first steel mould, the surface of first steel mould is provided with the multiunit and erects the roof beam, every group erect the roof beam including two channel-section steels, the fastener is worn out from between two channel-section steels. The application has the advantages of being convenient to install, capable of reducing labor intensity and reducing workload of construction operation.
Description
Technical Field
The application relates to the technical field of modularized integrated buildings, in particular to a splicing type steel formwork installation structure.
Background
The modular integrated building is a building entity which is formed by splitting modules of a single building according to a space structure, a house type, a functional partition and the like, prefabricating the space modules in a factory, transporting each module to a construction site, installing and constructing the modules and meeting the requirements of safety, reliability and related functions. Compared with the traditional construction mode, the modularized integrated construction mode has the advantages of high construction efficiency, resource saving, environmental protection, civilized construction and the like. But still can need to pour major structure such as bearing wall or shear force wall in the modularization integration, need carry out the formwork when pouring, work load is big and formwork erection is more difficult when formwork at present.
SUMMERY OF THE UTILITY MODEL
The application provides a concatenation formula steel form mounting structure combines through the wall mould and the knot that can dismantle the exterior sheathing, can enclose jointly and close the space of pouring that forms major structure, formwork work load greatly reduced.
The application provides a concatenation formula steel form mounting structure adopts following technical scheme:
a splicing type steel formwork installation structure comprises a first steel formwork and a second steel formwork, wherein a connecting piece for connecting the first steel formwork and the second steel formwork into a whole is arranged between the first steel formwork and the second steel formwork, the first steel formwork and the second steel formwork can enclose a pouring cavity for concrete with a wall shell, one end, far away from the second steel formwork, of the first steel formwork is connected to an adjacent partition wall, and one end, far away from the first steel formwork, of the second steel formwork is connected to the adjacent partition wall; still be provided with a plurality ofly between first steel mould and the wall casing and connect the fastener on the wall casing with first steel mould, the surface of first steel mould is provided with the multiunit and erects the roof beam, every group erect the roof beam including two channel-section steels, the fastener is worn out from between two channel-section steels.
Through adopting the above technical scheme, link together first steel mould and second steel mould through the connecting piece, link together behind the formation unit and hoist and fix the back on the floor at partition wall and wall shell, hoist first steel mould and second steel mould that will link together in the outside of wall shell, and link together first steel mould and wall shell through the fastener, the second steel mould is connected on the partition wall, the tip of first steel mould also is connected on the partition wall, thereby make first steel mould and second steel mould can enclose out the cavity of pouring with the wall shell, can be in order to pour, pour after finishing with first steel mould and second steel mould integral disassembly get off continue next use can, the installation with dismantle all more conveniently, save labour and reduction of erection time.
Optionally, the connecting piece is including setting up in location angle steel and angle connection, one side that first steel mould is close to the second steel mould and one side that the second steel mould is close to first steel mould all are connected with the location angle steel, and when first steel mould and second steel mould link together, form the space that is used for supplying the angle connection installation between two location angle steels, and angle connection is connected with adjacent angle connection respectively.
Through adopting above-mentioned technical scheme, can link together first steel mould and second steel mould through location angle steel and angle connection, more importantly, the junction of first steel mould and second steel mould leaks thick liquid when pouring, through this kind of mode, can be in the same place the inseparable butt in junction of first steel mould and second steel mould, the possibility of leaking thick liquid that significantly reduces.
Optionally, one side of the second steel die, which is far away from the first steel die, and one end of the first steel die, which is far away from the second steel die, are both connected with reinforcing angle steel, the reinforcing angle steel is connected with a steel die fixing pivot, and the steel die fixing pivot penetrates through the reinforcing angle steel and is connected to the inside of the partition wall.
Through adopting above-mentioned technical scheme, conveniently connect the position of second steel mould and first steel mould and partition wall, connect conveniently, under the effect of strengthening the angle steel, can improve and partition wall junction's leakproofness and effort.
Optionally, the fastener is including setting up the nut on the wall shell to and threaded connection is in the screw rod on the nut, first steel mould is worn to establish by the screw rod to pass between two channel-section steels in erecting the roof beam from every group, threaded connection has the screw thread seat on the one end outer wall that the wall shell was kept away from to the screw rod.
Through adopting above-mentioned technical scheme, screw rod threaded connection wears to establish first steel mould on the nut, and the screw thread seat supports tightly on the channel-section steel to link together first steel mould and wall casing.
Optionally, the sliding sleeve is equipped with the locating plate on the screw rod outer wall, the screw thread seat can drive the locating plate and support two channel-section steel surfaces tight in every group perpendicular roof beam.
Through adopting above-mentioned technical scheme, under the effect of locating plate, improve the location intensity to first steel mould, improve holistic structural strength.
Optionally, a truss rib is arranged on the wall shell, and the nut is installed on the truss rib.
Through adopting above-mentioned technical scheme, the stability and the joint strength of the bearing wall that pours are improved to the truss muscle to the nut is installed on the truss muscle, makes things convenient for the installation of nut.
Optionally, a plurality of cross beams are arranged on the surface of the first steel die at intervals, the cross beams are arranged between the adjacent vertical beams, and the end portions of the cross beams abut against the inner wall of the channel steel.
Through adopting above-mentioned technical scheme, crossbeam and channel-section steel cooperate, improve the holistic structural strength of first steel mould, and the steel mould is difficult to take place to warp to make the wall of pouring out level and smooth, the steel mould is also more durable.
Optionally, the upper end of first steel mould and second steel mould all is provided with the back timber, be provided with rings on the back timber, the back timber all is provided with downwardly extending's pressure roof beam, and the pressure roof beam on the first steel mould is connected with the channel-section steel, and the pressure roof beam on the second steel mould links to each other with the angle steel of strengthening.
Through adopting above-mentioned technical scheme, conveniently hoist the steel mould to under the effect of compression beam, make the back timber more stable, be difficult to take place to buckle during the hoist and mount.
In summary, the present application includes at least one of the following benefits:
1. first steel mould and second steel mould link together, then install on the wall shell through the fastener to enclose and close out and pour the cavity, the installation is all convenient with the dismantlement, and can used repeatedly, save the cost and reduce intensity of labour.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment of the present application;
FIG. 2 is a perspective view of an embodiment of the present application;
FIG. 3 is a schematic plan view of the structure;
fig. 4 is an enlarged schematic view at a in fig. 1.
Description of reference numerals: 1. a partition wall; 2. a wall housing; 3. a first steel die; 4. a second steel die; 5. a connecting member; 51. connecting angle steel; 52. positioning angle steel; 6. a cavity; 7. a fastener; 71. a nut; 72. a screw; 73. a threaded seat; 8. erecting a beam; 81. channel steel; 9. reinforcing angle steel; 10. fixing a fulcrum by a steel mould; 11. positioning a plate; 12. a cross beam; 13. a top beam; 14. a hoisting ring; 15. and (5) pressing the beam.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses concatenation formula steel form mounting structure. Referring to fig. 1, the steel form mounting structure of the present application is applied to modular building construction. The modularized building is characterized in that a partition wall 1 and a wall shell 2 are prefabricated in a factory through pre-design, the partition wall 1 and the wall shell 2 are connected into a three-dimensional space unit on the site and then are hoisted on floors, and then connection and reinforcement are carried out. Still need pour the major structure in the modularization building for example shear force wall, the steel form is used for enclosing into with wall shell 2 promptly and pours the chamber to pour the bearing wall, pour the back of finishing with the steel form dismantlement can. The wall shell can be used as a permanent form.
Referring to fig. 2 and 3, the steel form includes a first steel form 3 and a second steel form 4, a connecting member 5 is installed between the first steel form 3 and the second steel form 4, the first steel form 3 and the second steel form 4 are connected together by the connecting member 5, and the first steel form 3 and the second steel form 4 are perpendicular to each other. First steel mould 3 links together the back with second steel mould 4, and the template is when connecting, and one side that first steel mould 3 was kept away from to first steel mould 3 is connected with adjacent partition wall 1, and one side that first steel mould 3 was kept away from to second steel mould 4 is connected with partition wall 1. Further, still install fastener 7 between 2 and the first steel mould of wall shell 3, rethread fastener 7 is consolidated first steel mould 3 after first steel mould 3 and second steel mould 4 and partition wall 1 are connected.
Referring to fig. 1 and 3, the connecting member 5 includes a positioning angle 52 and a connecting angle 51, the positioning angle 52 is installed at one side where the first steel form 3 and the second steel form 4 are abutted, the positioning angle 52 is connected in a welding manner, and the positioning angle 52 extends in a vertical direction, preferably, the height of the positioning angle 52 is equal to the height of the first steel form 3 and the height of the second steel form 4. The corners of the two positioning angles 52 can abut against each other, and a space for installing the connecting angle 51 is enclosed between the two positioning angles 52. The connecting angle 51 can abut against the adjacent positioning angle 52 when mounted. A plurality of bolts penetrate through the positioning angle steel 52 and are evenly arranged in the vertical direction, and nuts are connected to the bolts through threads, so that the connecting angle steel 51 is connected with the adjacent positioning angle steel 52 respectively. First steel mould 3 links together the back with second steel mould 4 for first steel mould 3 supports tightly together with second steel mould 4 tip, and under angle connection 51 effect, is difficult to take place to warp and leak thick liquid when the junction is pour.
Referring to fig. 2 and 3, one side of the first steel mold 3 away from the first steel mold 3 is welded with a reinforcing angle steel 9, and the reinforcing angle steel 9 is vertically arranged and welded on one side of the first steel mold 3 away from the partition wall 1. The second steel mould 4 is kept away from one side of first steel mould 3 and is also installed and strengthen angle steel 9, strengthens the vertical setting of angle steel 9 and welds on the one side that deviates from partition wall 1 of second steel mould 4. The steel mould fixing pivot 10 penetrates through the reinforcing angle steel 9, and the steel mould fixing pivot 10 penetrates through the first angle steel or the second angle steel simultaneously and is connected to the partition wall 1. Can pre-buried thread bush in the partition wall 1, steel mould fixed pivot 10 can threaded connection in thread bush, and threaded connection has the nut on the 10 outer walls of steel mould fixed pivot to be fixed in on the partition wall 1 with first steel mould 3 and second steel mould 4.
Referring to fig. 2 and 4, a plurality of truss ribs are vertically arranged on the wall casing 2. Fastener 7 is including welding nut 71 on the truss muscle to and threaded connection is in screw rod 72 on nut 71, and first steel mould 3 is worn to establish by screw rod 72, and threaded connection has screw thread seat 73 on screw rod 72's the outer wall, and screw thread seat 73 supports tightly can consolidate first steel mould 3 in the surface of first steel mould 3. Fastener 7 evenly installs a plurality ofly, improves the reinforcement effect to first steel mould 3.
Referring to fig. 2 and 3, further, the surface mounting of first steel mould 3 has the multiunit to erect roof beam 8, and every group erects including two channel-section steels 81 in the roof beam 8, and channel-section steel 81's opening sets up mutually away, and channel-section steel 81 welds in the surface of first steel mould 3. Leave the clearance between two channel-section steels 81, the screw rod 72 is worn out between two channel-section steels 81. Still slide on the outer wall of screw rod 72 and overlap and be equipped with locating plate 11, screw thread seat 73 can drive locating plate 11 and support tightly on channel-section steel 81 to fix a position first steel mould 3. Channel-section steel 81 can improve first steel mould 3's bulk strength to it is fixed with a plurality of crossbeams 12 still to go back the level on first steel mould 3, and crossbeam 12 is installed and is erected between the roof beam 8 in every group, and the tip of crossbeam 12 is pegged graft in adjacent channel-section steel 81, further improves first steel mould 3's intensity.
Referring to fig. 2 and 3, top beams 13 are horizontally welded at the upper ends of the first steel die 3 and the second steel die 4, lifting rings 14 are installed on the top beams 13, and the first steel die 3 and the second steel die 4 are conveniently hoisted through the lifting rings 14 after being connected. And a pressing beam 15 extending downwards is fixed at the end part of the top beam 13, the pressing beam 15 on the first steel die 3 extends downwards and then is welded with the upper end of the channel steel 81, and the pressing beam 15 on the second steel die 4 extends downwards and then is welded with the reinforcing angle steel 9. And the upper end of the positioning angle steel 52 is welded with the end parts of the adjacent top beam 13 and the adjacent pressure beam 15, so that the stability of the top beam 13 during hoisting is improved.
The implementation principle of the splicing type steel formwork installation structure provided by the embodiment of the application is as follows: link together first steel mould 3 and second steel mould 4 through connecting piece 5, then hoist and mount to be connected first steel mould 3 and second steel mould 4 and partition wall 1, then screw rod 72 wears to establish first steel mould 3 and connects on nut 71, and overlaps and establish locating plate 11, and screw thread seat 73 supports tightly on locating plate 11, makes locating plate 11 support tightly on channel-section steel 81.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: equivalent changes in structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a concatenation formula steel form mounting structure which characterized in that: the concrete pouring device comprises a first steel die (3) and a second steel die (4), wherein a connecting piece (5) which connects the first steel die (3) and the second steel die (4) into a whole is arranged between the first steel die (3) and the second steel die (4), the first steel die (3) and the second steel die (4) can enclose a pouring cavity (6) for concrete with a wall shell (2), one end, far away from the second steel die (4), of the first steel die (3) is connected to an adjacent partition wall (1), and one end, far away from the first steel die (3), of the second steel die (4) is connected to the adjacent partition wall (1); still be provided with fastener (7) that a plurality of will first steel mould (3) are connected on wall shell (2) between first steel mould (3) and wall shell (2), the surface of first steel mould (3) is provided with the multiunit and erects roof beam (8), every group erect roof beam (8) including two channel-section steels (81), fastener (7) are worn out from between two channel-section steels (81).
2. The spliced steel form mounting structure of claim 1, wherein: connecting piece (5) are including setting up in location angle steel (52) and angle connection (51), one side that first steel mould (3) are close to second steel mould (4) and one side that second steel mould (4) are close to first steel mould (3) all are connected with location angle steel (52), when first steel mould (3) and second steel mould (4) link together, form the space that is used for supplying angle connection (51) to install between two angle connection (52), and angle connection (51) are connected with adjacent angle connection (52) respectively.
3. The spliced steel form mounting structure of claim 2, wherein: one side that first steel mould (3) were kept away from in second steel mould (4) and the one end that second steel mould (4) were kept away from in first steel mould (3) all are connected with and strengthen angle steel (9), be connected with steel mould fixed pivot (10) on strengthening angle steel (9), steel mould fixed pivot (10) are worn to establish and are strengthened angle steel (9) and are connected in partition wall (1).
4. The tiled steel form mounting structure of claim 2, wherein: fastener (7) are including setting up nut (71) on wall shell (2) to and screw rod (72) on nut (71) are connected to the screw rod, first steel mould (3) are worn to establish in screw rod (72) to pass between two channel-section steels (81) in every group perpendicular roof beam (8), threaded connection has screw thread seat (73) on screw rod (72) keep away from the one end outer wall of wall shell (2).
5. The tiled steel form mounting structure of claim 4, wherein: the sliding sleeve is equipped with locating plate (11) on screw rod (72) outer wall, screw thread seat (73) can drive locating plate (11) and support tightly in two channel-section steel (81) surfaces of every group perpendicular roof beam (8).
6. The tiled steel form mounting structure of claim 4, wherein: the wall shell (2) is provided with truss ribs, and the nuts (71) are installed on the truss ribs.
7. The tiled steel form mounting structure of claim 4, wherein: first steel mould (3) surface interval is provided with a plurality of crossbeams (12), crossbeam (12) set up between adjacent perpendicular roof beam (8), and the tip butt of crossbeam (12) on the inner wall of channel-section steel (81).
8. The tiled steel form mounting structure of claim 4, wherein: the upper end of first steel mould (3) and second steel mould (4) all is provided with back timber (13), be provided with rings (14) on back timber (13), back timber (13) all are provided with downwardly extending's pressure roof beam (15), and pressure roof beam (15) and channel-section steel (81) on first steel mould (3) are connected, and pressure roof beam (15) on second steel mould (4) link to each other with enhancement angle steel (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320049100.8U CN218881571U (en) | 2023-01-05 | 2023-01-05 | Concatenation formula steel form mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320049100.8U CN218881571U (en) | 2023-01-05 | 2023-01-05 | Concatenation formula steel form mounting structure |
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| Publication Number | Publication Date |
|---|---|
| CN218881571U true CN218881571U (en) | 2023-04-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320049100.8U Active CN218881571U (en) | 2023-01-05 | 2023-01-05 | Concatenation formula steel form mounting structure |
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| CN (1) | CN218881571U (en) |
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- 2023-01-05 CN CN202320049100.8U patent/CN218881571U/en active Active
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