CN210195042U - Cross beam steel bar assembly of integrated steel type house - Google Patents
Cross beam steel bar assembly of integrated steel type house Download PDFInfo
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- CN210195042U CN210195042U CN201920535748.XU CN201920535748U CN210195042U CN 210195042 U CN210195042 U CN 210195042U CN 201920535748 U CN201920535748 U CN 201920535748U CN 210195042 U CN210195042 U CN 210195042U
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Abstract
The utility model discloses a crossbeam steel bar assembly of integrated type steel house, its crossbeam steel framework that includes the level setting, crossbeam steel framework internal interval is fixed with two sets of steel reinforcement shell covers, a plurality of fixed steel bars of fixedly connected with between two sets of steel reinforcement shell covers, be provided with a plurality of movable steel bars in every set of steel reinforcement shell cover relative horizontal migration ground, the one end of movable steel bar is as inserting the end of integrated type steel module, and the other end is as spacing end, has at least the inserting end of a movable steel bar to turn around after kickup reinforcing bar shell cover is fixed to be welded in spacing end. The beam steel bar assembly of the integrated steel house is simple in structure and easy to realize; and the construction of the crossbeam is greatly facilitated, the construction efficiency is improved, the construction cost is low, at least one movable reinforcing steel bar is designed into a closed annular structure, so that the movable reinforcing steel bar and the fixed reinforcing steel bar are more reliably connected, and the overall stability and reliability of the integrated steel type house are improved.
Description
Technical Field
The utility model belongs to integrated shaped steel class house construction technique especially relates to a crossbeam reinforcing bar subassembly of integrated shaped steel class house.
Background
The advantages of the integrated steel module house product are recognized to a certain extent in the construction process, and the integrated steel module house product has a wide application prospect. In the building process of the integrated steel module residential product, the integrated steel module needs to be spliced on site along the height direction so as to form walls with different heights.
The integrated steel module is in the work progress, all leaves non-bearing wall because of the house product for set up door and window, so integrated steel need leave the interval between two adjacent integrated steel modules of horizontal direction on specific position in the work progress, and the interval department generally adopts the crossbeam to connect two integrated steel modules as an organic wholely in the horizontal direction, also as the support of floor simultaneously. In order to improve the connection reliability of the beam and the integrated steel modules on the two sides, the steel bars in the beam need to stretch into the integrated steel modules, so that the interval length of two adjacent integrated steel modules needs to be larger than the length of the beam during construction, the interval length of the two adjacent integrated steel modules is reduced to be matched with the length of the beam after the steel bars are inserted, and the defects of inconvenient construction and low construction efficiency obviously exist.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a crossbeam reinforcing bar subassembly of integrated shaped steel class house to the problem that the construction that the crossbeam of solving among the prior art integrated shaped steel module exists is inconvenient and the efficiency of construction is low.
To achieve the purpose, the utility model adopts the following technical proposal:
the utility model provides a crossbeam reinforcing bar subassembly of integrated type steel house, its crossbeam steel framework that includes the level setting, wherein, crossbeam steel framework internal interval is fixed with two sets of steel reinforcement shell covers, a plurality of fixed steel bars of fixedly connected with between two sets of steel reinforcement shell covers, homoenergetic is provided with a plurality of movable steel bars relatively horizontal migration ground in every set of steel reinforcement shell cover, the one end of movable steel bar is as inserting the end of integrated type steel module, and the other end is as spacing end, has at least the end of inserting of a movable steel bar to fold back after kicking up and walk around the steel reinforcement shell cover is fixed to be welded in spacing end.
Particularly, set up between inserting end and the spacing end and be used for carrying out spacing subassembly to the position of activity reinforcing bar and fixed reinforcement, spacing subassembly includes a reinforcing bar connecting plate, and two activity reinforcing bar's spacing end fixed connection is on reinforcing bar connecting plate's both sides edge, the reinforcing bar connecting plate is last to have certain tapering along its horizontal direction, corresponding all be provided with on the inner wall on the both sides limit of reinforcing bar cover shell and have certain tapered arc groove along the horizontal direction, the activity reinforcing bar of reinforcing bar connecting plate both sides is located the arc inslot of this side and carries on spacingly through both conical surface structures of mutually supporting.
Particularly, the limiting assembly further comprises a connecting plate limiting hole formed in the reinforcing steel bar connecting plate, and after the movable reinforcing steel bars move in place, the limiting parts are inserted into the connecting plate limiting hole to relatively fix the positions of the movable reinforcing steel bars and the fixed reinforcing steel bars.
Particularly, the reinforcing bar cover shell adopts the components of a whole that can function independently structure, and every set of reinforcing bar cover shell includes two parallel interval arrangement's cover shell monomer, cover shell monomer cross-section is confined annular structure, and all is provided with the circular arc groove that has certain tapering on the inner wall on every cover shell monomer's both sides limit, and the back is put in place in the removal of activity reinforcing bar, and the spacing hole of connecting plate is located between two cover shell monomers, and spacing part passes the spacing hole of connecting plate from between two cover shell monomers and fixes the position relatively of activity reinforcing bar and fixed steel bar.
Particularly, both ends of the fixed reinforcing steel bar are welded and fixed at the bottom of the reinforcing steel bar casing, and the movable reinforcing steel bar is positioned above the fixed reinforcing steel bar.
In particular, both ends of the fixing bar are bent downward.
Particularly, the limiting hole of the connecting plate is of a long strip-shaped structure, and the limiting part is an inclined wedge block.
In particular, a space is arranged between the bottom surface of the steel bar casing and the groove bottom of the beam steel frame.
Particularly, the inner end of the reinforcing steel bar connecting plate is of a conical structure, and movable reinforcing steel bars welded on two side edges of the reinforcing steel bar connecting plate extend out of the two side edges and are spaced from the inner end of the reinforcing steel bar connecting plate.
The beneficial effects of the utility model are that, compare with prior art the crossbeam of the integrated type steel type house convenient to construction assembles movable reinforcement on the reinforcing bar cover shell in the mill, during site operation, only need move movable reinforcement toward the outer stretch into integrated type steel module can. The structure is simple, and the realization is easy; and the construction of the crossbeam has made things convenient for greatly, has improved the efficiency of construction, and construction cost is low, designs into the confined loop configuration with at least one movable reinforcement simultaneously, makes the connection of movable reinforcement and fixed reinforcement more reliable and stable, and the operation of being convenient for during the construction has also improved the cohesion of reinforcing bar and concrete to can improve the overall stability and the reliability of integrated shaped steel class house.
Drawings
Fig. 1 is a construction state diagram of a beam reinforcement assembly of an integrated steel house according to an embodiment of the present invention;
fig. 2 is a front view of a beam reinforcement assembly of an integrated steel house according to an embodiment of the present invention;
fig. 3 is a top view of a beam reinforcement assembly of an integrated steel type dwelling according to an embodiment of the present invention;
fig. 4 is a side view of a beam reinforcement assembly of an integrated steel type dwelling according to an embodiment of the present invention;
fig. 5 is a sectional view of one of the jacket units of the beam reinforcement assembly of the integrated steel-type dwelling according to an embodiment of the present invention;
fig. 6 is a sectional view of another shell unit of the beam reinforcement assembly of the integrated steel-type dwelling according to an embodiment of the present invention.
Fig. 7 is a schematic structural view of a reinforcing bar connecting plate of a beam reinforcing bar assembly of an integrated steel house according to an embodiment of the present invention;
fig. 8 is a schematic view illustrating connection between the reinforcing steel bar connecting plate and the movable reinforcing steel bar of the beam reinforcing steel bar assembly of the integrated steel house according to an embodiment of the present invention.
Detailed Description
The technical solution of the present invention is further explained by the following embodiments with reference to the accompanying drawings.
Referring to fig. 1 to 8, in the embodiment, a beam steel bar assembly of an integrated steel type house is horizontally connected in a beam between two integrated steel modules 1 which are arranged at intervals, a bracket 2 is correspondingly welded and fixed at the same height of the side surfaces of the two integrated steel modules 1, the beam comprises a beam steel frame 3, bracket slots with upward openings are arranged on the bracket 2, two ends of the beam steel frame 3 are respectively provided with the bracket slots of the two brackets 2, two sets of steel bar casings 4 are fixed at intervals in the beam steel frame 3, an interval is formed between the bottom surface of each steel bar casing 4 and the slot bottom of the beam steel frame 3, the steel bar casings 4 are of a split structure, each steel bar casing 4 comprises a first casing single body 41 and a second casing single body 42, the first casing single body 41 and the second casing single body 42 are welded and fixed at the same height in the beam steel frame 3 at parallel intervals, the cross sections of the first casing single body 41 and the second casing single body 42 are closed annular structures.
Three fixed steel bars 5 are welded and fixed between two sets of steel bar casing 4, two ends of the three fixed steel bars 5 are parallelly and fixedly welded at intervals at the bottom of a U-shaped groove of the corresponding steel bar casing 4, two end parts of the fixed steel bars 5 are bent downwards, three movable steel bars 6 are arranged in the steel bar casing 4 corresponding to the upper parts of the three fixed steel bars 5, one ends of the three movable steel bars 6 are welded and fixed with a steel bar connecting plate 7, the limiting ends of the two movable steel bars 6 positioned at the outer side are welded and fixedly connected on two side edges of the steel bar connecting plate 7, the middle movable steel bar 6 is welded and fixed in the middle of one end of the steel bar connecting plate 7, the two side edges of the steel bar connecting plate 7 are obliquely arranged to ensure that the steel bar connecting plate has a certain taper when the steel bar connecting plate is horizontally arranged, the inner end of the steel bar connecting plate 7 is of, one end of the movable steel bar 6 is used as a limiting end, and the other end is used as an inserting end inserted into the integrated steel module 1.
The reinforcing steel bar connecting plate 7 has a certain taper along the horizontal direction, the inner walls of the two side edges corresponding to the first jacket monomer 41 and the second jacket monomer 42 are respectively provided with an arc groove 43 with a certain taper, the taper of the arc grooves 43 of the two jacket monomers along the horizontal direction is different, but the arc grooves 43 on the same side of the two jacket monomers form a conical surface structure matched with the taper of the movable reinforcing steel bars 6 on the two sides of the reinforcing steel bar connecting plate 7 in the horizontal direction, the movable reinforcing steel bars 6 on the two sides of the reinforcing steel bar connecting plate 7 are positioned in the arc grooves 43 on the side and are limited by the conical surface structures matched with each other, the reinforcing steel bar connecting plate 7 is provided with a strip-shaped connecting plate limiting hole 70, when being assembled in a factory, one end of the movable reinforcing steel bar 6 on the outermost side is assembled on the reinforcing steel bar jacket 4 through the reinforcing steel bar connecting plate 7, and the insertion ends of, two movable steel bars 6 that lie in the outside promptly design into confined loop configuration, overlap on first set of shell monomer 41 and second set of shell monomer 42, can guarantee like this that movable steel bar can not drop from steel bar cover shell 4, the operation of being convenient for during the construction can increase the cohesion of movable steel bar 6 and concrete simultaneously to improve the stability of being connected and the reliability of crossbeam and two integrated form steel module 1.
During construction, after the movable steel bars 6 move outwards and are inserted into the integrated steel module 1, the two sides of the steel bar connecting plate 7 are positioned in the first sleeve shell monomer 41 and the second sleeve shell monomer 42 through the conical surface structures, the connecting plate limiting hole 70 is positioned between the first sleeve shell monomer 41 and the second sleeve shell monomer 42, the inclined wedge block 8 penetrates through the connecting plate limiting hole 70 and is fixed on the steel bar connecting plate 7, the upper end and the lower end of the steel bar sleeve shell 4 extend out of the two ends of the inclined wedge block 8, and the positions of the steel bar connecting plate 7 and the steel bar sleeve shell 4 are relatively fixed.
The above embodiments have been merely illustrative of the basic principles and features of the present invention, and the present invention is not limited by the above embodiments, and does not depart from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (9)
1. The utility model provides a crossbeam reinforcing bar subassembly of integrated type steel house, its crossbeam steel framework that includes the level setting, its characterized in that, crossbeam steel framework internal interval is fixed with two sets of steel reinforcement shell covers, a plurality of fixed steel bars of fixedly connected with between two sets of steel reinforcement shell covers, homoenergetic is provided with a plurality of movable steel bars relatively horizontal migration ground in every set of steel reinforcement shell cover, the one end of movable steel bar is as inserting the end of integrated type steel module, and the other end is as spacing end, has at least the inserting end of a movable steel bar to turn around after kicking up the steel reinforcement shell cover is fixed to be welded in spacing end.
2. The transverse beam steel bar assembly of the integrated steel type house according to claim 1, wherein a limiting assembly for limiting the positions of the movable steel bars and the fixed steel bars is arranged between the insertion end and the limiting end, the limiting assembly comprises a steel bar connecting plate, the limiting ends of the two movable steel bars are fixedly connected to two side edges of the steel bar connecting plate, the steel bar connecting plate has a certain taper in the horizontal direction, circular arc grooves having a certain taper in the horizontal direction are arranged on the inner walls corresponding to the two side edges of the steel bar casing, and the movable steel bars on the two sides of the steel bar connecting plate are positioned in the circular arc grooves on the side and are limited by the conical surface structures matched with the circular arc grooves.
3. The cross beam steel bar assembly of the integrated steel type house according to claim 2, wherein the position limiting assembly further comprises a connecting plate limiting hole formed on the steel bar connecting plate, and the movable steel bar and the fixed steel bar are relatively fixed by inserting the limiting part into the connecting plate limiting hole after the movable steel bar is moved to the proper position.
4. The cross beam steel bar assembly of the integrated steel type house according to claim 3, wherein the steel bar casing is a split structure, each steel bar casing comprises two casing single bodies arranged in parallel at intervals, the sections of the casing single bodies are in a closed annular structure, the inner walls of the two side edges of each casing single body are provided with arc grooves with certain taper, after the movable steel bars are moved in place, the connecting plate limiting holes are located between the two casing single bodies, and the limiting parts pass through the connecting plate limiting holes from between the two casing single bodies to relatively fix the positions of the movable steel bars and the fixed steel bars.
5. The cross-beam reinforcement assembly of an integrated steel-type dwelling as claimed in claim 1, wherein both ends of the fixed reinforcement are welded and fixed to the bottom of the reinforcement shell, and the movable reinforcement is positioned above the fixed reinforcement.
6. The cross-beam reinforcement assembly of an integrated steel-type dwelling as claimed in claim 1, wherein both ends of the fixing reinforcement are bent downward.
7. The cross beam reinforcement assembly of an integrated steel type house according to claim 4, wherein the connection plate limiting hole has an elongated structure, and the limiting member is a wedge.
8. The transverse beam rebar assembly of an integrated steel-type dwelling of claim 1, wherein a bottom surface of the rebar sleeve is spaced from a bottom surface of the transverse beam steel frame.
9. The cross beam reinforcement assembly of an integrated steel type house according to claim 2, wherein the inner end of the reinforcement connection plate is a tapered structure, and the movable reinforcements welded to both side edges thereof are extended from both side edges and spaced apart from the inner end of the reinforcement connection plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920535748.XU CN210195042U (en) | 2019-04-18 | 2019-04-18 | Cross beam steel bar assembly of integrated steel type house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920535748.XU CN210195042U (en) | 2019-04-18 | 2019-04-18 | Cross beam steel bar assembly of integrated steel type house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210195042U true CN210195042U (en) | 2020-03-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920535748.XU Active CN210195042U (en) | 2019-04-18 | 2019-04-18 | Cross beam steel bar assembly of integrated steel type house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210195042U (en) |
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2019
- 2019-04-18 CN CN201920535748.XU patent/CN210195042U/en active Active
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