CN206428817U - Steel wood formula steel construction composite construction system - Google Patents
Steel wood formula steel construction composite construction system Download PDFInfo
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- CN206428817U CN206428817U CN201621474845.5U CN201621474845U CN206428817U CN 206428817 U CN206428817 U CN 206428817U CN 201621474845 U CN201621474845 U CN 201621474845U CN 206428817 U CN206428817 U CN 206428817U
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Abstract
The utility model discloses a kind of wooden formula steel construction composite construction system of steel, including wall, cylinder, beam, floor support plate and door and window, and water power circuit.Cylinder or beam include that two length are identical and groove profile shaped steel of counterpart arrangement using steel construction stalk composite building components, flange from the edge of the sidepiece of groove profile shaped steel to inner side, flange part is parallel with side plate and has gap, straw compression core body is provided with inside two groove profile shaped steel, the cross sectional shape of the core body is matched with the shape of cross section inside two groove profile shaped steel；The utility model is built into interconnection body by the cavity at the middle part of two groove profile shaped steel, so as to solve the problems, such as the interconnection between the component and other component ends, the inside of the interconnection body also is provided with short straw compression core body, for filling the space inside the cross-connect body.
Description
Technical field
The utility model relates generally to the technical field of steel structure member, specifically a kind of wooden formula steel construction composite construction of steel
System.
Background technology
In recent years, because speed of application is fast, the advantages of production efficiency is high, steel structure member uses skill as building framework
Art scheme is more and more, for the civil buildings used for a long time, after the completion of steel structure member is built as skeleton, general to go back
There is the space between the cast for carrying out concrete to component, and the form filling skeleton for passing through building block or Concrete Filled to be formed
Wall or floor support plate, this kind of packing material is from great, and heat-proof quality is low, and needs cast-in-site to construct, when also solidifying
Between, inefficiency, construction environment is poor, has much room for improvement.
Utility model content
Solved the above problems to be lifted, the utility model proposes a kind of wooden formula steel construction composite construction system of steel.
The technical solution of the utility model is：A kind of wooden formula steel construction composite construction system of steel, including wall, cylinder, beam,
Floor support plate, door and window, and water power circuit；The cylinder or beam use steel construction stalk composite building components, including two long
The groove profile shaped steel of identical and counterpart arrangement is spent, the groove profile shaped steel includes the web of the side plate and connection of both sides between the side plates, institute
The edge folding of inwardly turning on one's side for stating side plate forms flange, and flange part is parallel with side plate and has gap, two described groove profile shaped steel
Inside is provided with straw compression core body, and the cross sectional shape of the core body is matched with the shape of cross section inside two groove profile shaped steel；
End coupling is provided with the end of groove profile shaped steel, the end coupling includes two groove profile insertion bodies and end plate,
Two groove profile insertion body ends are fixedly connected on end plate, and two groove profile insertion bodies include the trough rim plate and trough floor of both sides, groove
Type insertion body, which can be matched, is wrapped on the outside of groove profile shaped steel end or can match insertion groove profile shaped steel tip inside, and groove profile is inserted
Enter the trough rim plate of body, the side plate of groove profile shaped steel to be fixedly connected by rivet with flange three, described connection end plate at least one
Group opposite side, which is symmetrically stretched out outside groove profile insertion body, forms outer, and the outer is provided with connecting hole；
Length is in the part of the end of the close groove profile shaped steel of straw compression core body and inserts body length identical contraction section,
The shape of cross section of the contraction section is matched with the shape of cross section inside two groove profile insertion bodies；
The steel construction stalk composite building components composition steel construction stalk composite building components of at least two interconnections connect
Binding structure, for connecting cylinder and beam；The end plate for constituting the end coupling of the steel construction stalk composite building components of beam passes through
Spiral is connected on the built-in interconnection body in the middle part of cylinder or on external interconnection body；The built-in interconnection body includes
Two groove profile slide masses and the connecting plate being connected between two slide masses, two groove profile slide masses include the slip of both sides respectively
Side plate and sliding floor, the cross section outer contour shape of groove profile slide mass are matched with groove profile shaped steel cross section inner wall shape, described
Slide in the gap that side plate is inserted between the flange of described groove profile shaped steel and side plate, slip side plate, the groove of groove profile slide mass
The side plate of type shaped steel is fixedly connected with flange three by rivet, and friendship is provided with described slip side plate or/and sliding floor
Pitch connecting hole, the interconnection hole of side plate and web provided with matching of the groove profile shaped steel outside it；The external intersection connects
Junctor includes that two length are identical and the groove profile slide mass of counterpart arrangement, and two groove profile slide masses include the sliding edge of both sides respectively
Plate and sliding floor, cross section Internal periphery shape and the groove profile shaped steel cross section outer wall form fit of groove profile slide mass are described
Slide side plate and match spiral-lock on the outside of the groove profile shaped steel；The counterpart side of two groove profile slide masses of the external interconnection body
Counterpart direction to two groove profile shaped steel with composite building components is vertical；Groove profile slide mass slides side plate, groove profile shaped steel
Side plate is fixedly connected with flange three by rivet, and interconnection hole is provided with described slip side plate or/and sliding floor,
Interconnection hole of the side plate and web of groove profile shaped steel outside it provided with matching；
Floor support plate includes upper and lower panel and inner side joist body, and the inner side joist body is to include crossbeam, longeron and cant beam to lead to
Cross end coupling and dock the steel construction stalk composite building components attachment structure to be formed, between the crossbeam, longeron and cant beam
The straw compression core body of filling matching in gap.
The shape of cross section of the groove profile insertion body is matched with groove profile shaped steel interior cross-sectional shape, and described trough rim plate is inserted
Enter into the gap between the flange and side plate of described groove profile shaped steel.
It is provided with the side plate of groove profile shaped steel in interior flat hole, inner via hole and flat cap connecting bolt is installed, the flat cap connects
Connecting bolt includes screw rod and flat cap and nut, and the flat cap is located at the inner side of side plate, while on the end plate of end coupling
Outer flat hole is provided with, outer flat Kong Yubian caps outline and the outside aperture in flat hole are more than flat cap；The side or two in the interior flat hole
Side is provided with block.
The two ends of described connecting plate are connected between relative sliding floor, connecting plate cloth parallel with sliding side plate
Put and with sliding thickness matching of the distance between the side plate with flange, the arrangement of connecting plate avoids rivet location.
Described straw compression core body includes two sections positioned opposite and the cavity that length is L is left between two sections,
Provided with the built-in interconnection body that length is L in the cavity.
It is provided with the inside of interconnection body and short straw compression core body is matched with its interior cross-sectional shape.
It is vertical between the two groove profile insertion bodies and end plate of described end coupling to connect.
Two groove profile insertion bodies of described end coupling and the part of end plate connection are provided with transition bight portion, and transition is curved
It is vertical between partial outer end and end plate to connect.Described beam is two both sides for being symmetrically mounted on pillar, or is pacified at a right angle
Mounted in the adjacent side of pillar.Described beam is three, and three sides of pillar are connected in " fourth " shape.Described Liang Weisi
It is individual, four sides in a cross-shaped mode for being connected to pillar.
It is of the present utility model to have the technical effect that：
Steel wood formula steel construction composite construction system, make use of the connection convenience of steel construction section bar, and high intensity simultaneously will
Compression stalk core body is embedded into for the inside of steel, the scheme compared to original Concrete Filled, can reduce component oneself
Weight, while the heat-insulating property of the composite building components can be lifted using the heat-insulating property of stalk, lifts the wall finished a house
Heat insulating ability.
Interconnection body is built into by the cavity at the middle part of two groove profile shaped steel, so as to solve the component and other
Interconnection problem between component ends, the inside of the interconnection body also is provided with short straw compression core body, for filling this
Space inside cross-connect body.
Brief description of the drawings
Fig. 1 is the surface structure schematic diagram of the wooden formula steel construction composite construction system of the utility model steel；
Fig. 2 is one of steel construction stalk composite building components main structure diagram in Fig. 1；
Fig. 3 is Fig. 2 dimensional structure diagram；
Fig. 4 is the A-A cross-sectional views in Fig. 2；
Fig. 5 is the dimensional structure diagram of end coupling；
Fig. 6 is the dimensional structure diagram of straw compression core body in Fig. 2；
Fig. 7 is the cross-sectional structure schematic diagram of straw compression core body in Fig. 6；
Fig. 8 is two of steel construction stalk composite building components main structure diagram in Fig. 1；
Fig. 9 is Fig. 8 B-B cross-sectional views；
Figure 10 is the main structure diagram of interconnection body and short straw compression core body in Fig. 8；
Figure 11 is Figure 10 D-D cross-sectional views；
Figure 12 is Figure 10 E-E cross-sectional views；
Figure 13 is three of steel construction stalk composite building components main structure diagram in Fig. 1；
Figure 14 is Figure 13 K-K cross-sectional views；
Figure 15 is the attachment structure schematic diagram of single-beam and Column border node；
Figure 16 is Figure 15 G-G cross-sectional views；
Figure 17 is the attachment structure schematic diagram of twin beams and Column border node；
Figure 18 is Figure 17 H-H cross-sectional views；
Figure 19 is the attachment structure schematic diagram of three beams and Column border node；
Figure 20 is Figure 19 I-I cross-sectional views；
Figure 21 is the attachment structure schematic diagram of four beams and Column border node；
Figure 22 is Figure 21 J-J cross-sectional views；
Figure 23 is the structural representation of floor support plate；
Figure 24 is Figure 23 F-F cross-sectional views；
Figure 25 is Figure 23 partial enlargement structural representation；
Figure 26 is the utility model truss structure schematic diagram；
Figure 27 is Figure 26 partial enlargement structural representation；
Figure 28 is two of steel construction stalk composite building components main structure diagram in Fig. 1；
Figure 29 is Figure 13 L-L cross-sectional views；
Figure 30 is Figure 29 M portions mplifying structure schematic diagram.
In figure, 1a. single-beams and Column border node, 1b. twin beams and Column border node, the beams of 1c. tri- and Column border node, the beams of 1d. tetra- and Column border node,
1. end coupling, 2. straw compression core bodys, 3. groove profile shaped steel, 4. flat cap connecting bolts, interconnection body, 52. built in 51.
Outside interconnection body, 6. short straw compression core bodys, 7. floor support plate .8, truss, 9 are panel.
Wherein 1-1. end plates, 1-2. trough rims plate, 1-3. trough floors, the connecting hole on 1-4. edges, 1-5. rivet holes.
301. webs, 302. side plates, 303. flange；Side plate, 503. connecting holes, 504. rivetings are slided in 501. connecting plates, 502.
Nail, 505. gaps, 506. sliding floors.
41 be flat cap, and 42 be screw rod, and 43 be nut, and 44 be block.
101. column, 102. connecting bolts, 103. crossbeam first, 104. crossbeam second, 105. crossbeams third, 106. crossbeam fourths,
107. raker beam, 108 be tie-beam, and 109 be run through bolt.201 be stalk packed layer.
Embodiment
Embodiment one：Referring to Fig. 1, a kind of wooden formula steel construction composite construction system of steel, including wall, cylinder, beam, floor support plate
With door and window, and water power circuit and stair etc..
The cylinder or beam use steel construction stalk composite building components, referring to Fig. 2-Fig. 7.Steel construction stalk in figure is answered
Building element is closed, including two length are identical and the groove profile shaped steel of counterpart arrangement, the groove profile shaped steel includes side plate and the company of both sides
Connect web between the side plates, the edge of described sidepiece is to the flange of inner side, and flange part is parallel with side plate and has gap, institute
Be provided with straw compression core body inside two groove profile shaped steel stating, the cross sectional shape of the core body with it is transversal inside two groove profile shaped steel
Face form fit,
End coupling is provided with the end of groove profile shaped steel, the end coupling includes two groove profile insertion bodies and end plate,
Two groove profile insertion body ends are fixedly connected on end plate, and two groove profile insertion bodies include the trough rim plate and trough floor of both sides, groove
The shape of cross section of type insertion body is matched with groove profile shaped steel interior cross-sectional shape, and described trough rim plate is inserted into described groove profile
In gap between the flange and side plate of shaped steel, trough rim plate, the side plate of groove profile shaped steel and the flange three of groove profile insertion body pass through
Rivet is fixedly connected, and described at least one group opposite side of connection end plate, which is symmetrically stretched out outside groove profile insertion body, forms outer, the outer
It is provided with connecting hole；
Length is in the part of the end of the close groove profile shaped steel of straw compression core body and inserts body length identical contraction section,
The shape of cross section of the contraction section is matched with the shape of cross section inside two groove profile insertion bodies.
The steel construction stalk composite building components composition steel construction stalk composite building components of at least two interconnections connect
Binding structure.It is related to 1a. single-beams and Column border node, 1b. twin beams and Column border node, the beams of 1c. tri- and Column border node, the beams of 1d. tetra- and post in Fig. 1
Node.The end of the end coupling of the steel construction stalk composite building components of beam is connected to the built-in friendship in the middle part of post by spiral
Pitch on connector；
Referring to the attachment structure schematic diagram of single-beam and Column border node shown in Figure 15 and Figure 16；Referring to Figure 17 and Figure 18 twin beams and post
The attachment structure schematic diagram of node；Referring to Figure 19 and the beams of Figure 20 tri- and Column border node attachment structure schematic diagram；Referring to Figure 21 and figure
The attachment structure schematic diagram of 22 4 beams and Column border node.
Referring to Figure 23, Figure 24 and Figure 26, floor support plate includes upper and lower panel and inner side joist body, and the inner side joist body is bag
Include crossbeam, longeron and cant beam and the steel construction stalk composite building components attachment structure to be formed is docked by end coupling, in institute
State the straw compression core body of filling matching in crossbeam, longeron and cant beam gap.
Embodiment two：Referring to Fig. 8 and Fig. 9, the wooden formula steel construction composite construction system of another steel, wherein, steel construction stalk
Composite building components, including two length are identical and the groove profile shaped steel of counterpart arrangement, the groove profile shaped steel include both sides side plate and
Connection web between the side plates, the edge of described sidepiece is to the flange of inner side, and flange part is parallel with side plate and has gap,
The horizontal stroke inside straw compression core body, the cross sectional shape of the core body and two groove profile shaped steel is provided with inside two described groove profile shaped steel
Cross sectional shape is matched,
End coupling is provided with the end of groove profile shaped steel, the end coupling includes two groove profile insertion bodies and end plate,
Two groove profile insertion body ends are fixedly connected on end plate, and two groove profile insertion bodies include the trough rim plate and trough floor of both sides, groove
The shape of cross section of type insertion body is matched with groove profile shaped steel interior cross-sectional shape, and described trough rim plate is inserted into described groove profile
In gap between the flange and side plate of shaped steel, trough rim plate, the side plate of groove profile shaped steel and the flange three of groove profile insertion body pass through
Rivet is fixedly connected, and described at least one group opposite side of connection end plate, which is symmetrically stretched out outside groove profile insertion body, forms outer, the outer
It is provided with connecting hole.
Length is in the part of the end of the close groove profile shaped steel of straw compression core body and inserts body length identical contraction section,
The shape of cross section of the contraction section is matched with the shape of cross section inside two groove profile insertion bodies.
Described straw compression core body includes two sections positioned opposite and the cavity that length is L is left between two sections,
Provided with built-in interconnection body in the cavity, the interconnection body includes groove profile slide mass and is connected between two slide masses
Connecting plate, two groove profile slide masses include the slip side plate and sliding floor of both sides, the shape of cross section of groove profile slide mass with
Groove profile shaped steel interior cross-sectional shape is matched, and described slip side plate is inserted between the flange of described groove profile shaped steel and side plate
Gap in, slip side plate, the side plate of groove profile shaped steel of groove profile slide mass are fixedly connected with flange three by rivet, described
The two ends of connecting plate are connected between relative sliding floor, and connecting plate is with sliding side plate parallel arrangement and and sliding edge
The thickness matching of the distance between plate and flange, the arrangement of connecting plate avoids rivet location；Described slip side plate or/and slip
Intersect connecting hole on bottom plate, the interconnection hole of side plate and web provided with matching of the groove profile shaped steel outside it is intersecting
The inside of connector is provided with and short straw compression core body is matched with its interior cross-sectional shape.
It is vertical between the two groove profile insertion bodies and end plate of described end coupling to connect.
Embodiment three：Another steel wood formula steel construction composite construction system, it is essentially identical with embodiment one referring to Figure 25,
Something in common is not repeated, and difference is that the structure of the internal truss frame body of composition floor support plate in embodiment three is different.
Example IV：On the basis of embodiment one, steel construction stalk composite building components attachment structure includes truss structure,
As shown in figure 27.
Embodiment five：Steel wood formula steel construction composite construction system includes the steel construction stalk complex building of two interconnections
Component, one of them is pillar, and remaining is beam.Described steel construction stalk composite building components, including two length are identical simultaneously
The groove profile shaped steel of counterpart arrangement, the groove profile shaped steel includes the web of the side plate and connection of both sides between the side plates, described sidepiece
Edge to the flange of inner side, flange part is parallel with side plate and has gap, and stalk is provided with inside described two groove profile shaped steel
Core body is compressed, the cross sectional shape of the core body is matched with the shape of cross section inside two groove profile shaped steel, in the end of groove profile shaped steel
Provided with end coupling, the end coupling includes two groove profile insertion bodies and end plate, and two groove profile insertion body ends, which are fixed, to be connected
It is connected on end plate, two groove profile insertion bodies include the trough rim plate and trough floor of both sides, the shape of cross section and groove of groove profile insertion body
Type shaped steel interior cross-sectional shape is matched, between described trough rim plate is inserted between the flange of described groove profile shaped steel and side plate
In gap, trough rim plate, the side plate of groove profile shaped steel of groove profile insertion body are fixedly connected with flange three by rivet, described connection end
At least one group opposite side of plate, which is symmetrically stretched out outside groove profile insertion body, forms outer, and the outer is provided with connecting hole；Straw compression core body
Close groove profile shaped steel end part for length with insertion body length identical contraction section, the shape of cross section of the contraction section
Matched with the shape of cross section inside two groove profile insertion bodies；
The straw compression core body of the steel construction stalk composite building components of the post include two sections positioned opposite and
The cavity that length is L is left between two sections, provided with built-in interconnection body in the cavity, the interconnection body is slided including groove profile
Kinetoplast and the connecting plate being connected between two slide masses, two groove profile slide masses include the slip side plate of both sides and slide bottom
Plate, the shape of cross section of groove profile slide mass is matched with groove profile shaped steel interior cross-sectional shape, and described slip side plate is inserted into institute
In gap between the flange and side plate of the groove profile shaped steel stated, the slip side plate of groove profile slide mass, the side plate of groove profile shaped steel and turn over
Side three is fixedly connected by rivet, and the two ends of described connecting plate are connected between relative sliding floor, connecting plate
It is arranged in parallel and with sliding side plate with sliding thickness matching of the distance between the side plate with flange, the arrangement of connecting plate avoids riveting
Follow closely position；Intersect connecting hole on described slip side plate or/and sliding floor, the side plate and web of the groove profile shaped steel outside it
Interconnection hole provided with matching, is provided with the inside of interconnection body and matches short straw compression with its interior cross-sectional shape
Core body；
The end of the end coupling of the steel construction stalk composite building components of the beam is connected in the middle part of post by spiral
Built-in interconnection body on.
It is vertical between the two groove profile insertion bodies and end plate of the end coupling of the beam to connect.
Embodiment six：Essentially identical with embodiment five, something in common is not repeated, and difference is, described in embodiment two
Beam be two both sides for being symmetrically mounted on pillar, or be arranged on pillar adjacent side at a right angle.
Embodiment seven：Essentially identical with embodiment five, something in common is not repeated, and difference is, described in embodiment three
Beam be three, three sides of pillar are connected in " fourth " shape.
Embodiment eight：Essentially identical with embodiment five, something in common is not repeated, and difference is, described in example IV
Beam be four, four sides in a cross-shaped mode for being connected to pillar.
Embodiment nine：A kind of steel construction stalk composite building components attachment structure, includes the steel construction of two interconnections
Stalk composite building components, one of them is pillar, and remaining is beam, described steel construction stalk composite building components, including two
Individual length is identical and the groove profile shaped steel of counterpart arrangement, and the groove profile shaped steel includes the abdomen of the side plate and connection of both sides between the side plates
Plate, the edge of described sidepiece is to the flange of inner side, and flange part is parallel with side plate and has gap, two described groove profile shaped steel
Inside is provided with straw compression core body, and the cross sectional shape of the core body is matched with the shape of cross section inside two groove profile shaped steel, in groove
The end of type shaped steel is provided with end coupling, and the end coupling includes two groove profile insertion bodies and end plate, two groove profile insertions
Body end portion is fixedly connected on end plate, and two groove profile insertion bodies include the trough rim plate and trough floor of both sides, the horizontal stroke of groove profile insertion body
Cross sectional shape is matched with groove profile shaped steel interior cross-sectional shape, described trough rim plate be inserted into the flange of described groove profile shaped steel with
In gap between side plate, trough rim plate, the side plate of groove profile shaped steel of groove profile insertion body are fixedly connected with flange three by rivet,
At least one group opposite side of described connection end plate, which is symmetrically stretched out outside groove profile insertion body, forms outer, and the outer is provided with connecting hole；
The part of the end of the close groove profile shaped steel of straw compression core body is length and insertion body length identical contraction section, the contraction section
Shape of cross section matched with the shape of cross section inside two groove profile insertion bodies；
The straw compression core body of the steel construction stalk composite building components of the post include two sections positioned opposite and
The cavity that length is L is left between two sections, provided with built-in interconnection body in the cavity, the interconnection body is slided including groove profile
Kinetoplast and the connecting plate being connected between two slide masses, two groove profile slide masses include the slip side plate of both sides and slide bottom
Plate, the shape of cross section of groove profile slide mass is matched with groove profile shaped steel interior cross-sectional shape, and described slip side plate is inserted into institute
In gap between the flange and side plate of the groove profile shaped steel stated, the slip side plate of groove profile slide mass, the side plate of groove profile shaped steel and turn over
Side three is fixedly connected by rivet, and the two ends of described connecting plate are connected between relative sliding floor, connecting plate
It is arranged in parallel and with sliding side plate with sliding thickness matching of the distance between the side plate with flange, the arrangement of connecting plate avoids riveting
Follow closely position；Intersect connecting hole on described slip side plate or/and sliding floor, the side plate and web of the groove profile shaped steel outside it
Interconnection hole provided with matching, is provided with the inside of interconnection body and matches short straw compression with its interior cross-sectional shape
Core body；
The end of the end coupling of the steel construction stalk composite building components of the beam is connected in the middle part of post by spiral
Built-in interconnection body on.
Two groove profile insertion bodies of the end coupling of the beam and the part of end plate connection are provided with transition bight portion, transition
Vertical between the outer end of bight portion and end plate to connect, the beam is raker beam, there is angle between raker beam and post.
Embodiment ten：A kind of steel construction stalk composite building components attachment structure, including wall, cylinder, beam, floor support plate,
Door and window, and water power circuit.
Wherein, cylinder or beam are identical and counterpart arrangement using steel construction stalk composite building components, including two length
Groove profile shaped steel, the web of the side plate and connection of the groove profile shaped steel including both sides between the side plates, the edge of the side plate is to inner side
Turnover forms flange, and flange part is parallel with side plate and has gap, and straw compression core is provided with inside two described groove profile shaped steel
Body, the cross sectional shape of the core body is matched with the shape of cross section inside two groove profile shaped steel.
End coupling is provided with the end of groove profile shaped steel, the end coupling includes two groove profile insertion bodies and end plate,
Two groove profile insertion body ends are fixedly connected on end plate, and two groove profile insertion bodies include the trough rim plate and trough floor of both sides, groove
Type insertion body, which can be matched, is wrapped on the outside of groove profile shaped steel end or can match insertion groove profile shaped steel tip inside, and groove profile is inserted
Enter the trough rim plate of body, the side plate of groove profile shaped steel to be fixedly connected by rivet with flange three, described connection end plate at least one
Group opposite side, which is symmetrically stretched out outside groove profile insertion body, forms outer, and the outer is provided with connecting hole.
Length is in the part of the end of the close groove profile shaped steel of straw compression core body and inserts body length identical contraction section,
The shape of cross section of the contraction section is matched with the shape of cross section inside two groove profile insertion bodies.
The steel construction stalk composite building components composition steel construction stalk composite building components of at least two interconnections connect
Binding structure, for connecting cylinder and beam；The end plate for constituting the end coupling of the steel construction stalk composite building components of beam passes through
Spiral is connected on the external interconnection body in the middle part of cylinder.
External interconnection body includes that two length are identical and the groove profile slide mass of counterpart arrangement, two groove profile slide masses point
Do not include outside the slip side plate and sliding floor of both sides, the cross section Internal periphery shape of groove profile slide mass and groove profile shaped steel cross section
Wall form fit, described slip side plate matches spiral-lock on the outside of the groove profile shaped steel；Two of the external interconnection body
The counterpart direction of groove profile slide mass is vertical with the counterpart direction of two groove profile shaped steel of composite building components；The cunning of groove profile slide mass
Dynamic side plate, the side plate of groove profile shaped steel are fixedly connected with flange three by rivet, on described slip side plate or/and sliding floor
Interconnection hole is provided with, the interconnection hole of side plate and web provided with matching of the groove profile shaped steel outside it.
It is provided with the side plate of groove profile shaped steel in interior flat hole, inner via hole and flat cap connecting bolt is installed, the flat cap connects
Connecting bolt includes screw rod and flat cap and nut, and the flat cap is located at the inner side of side plate, while on the end plate of end coupling
Outer flat hole is provided with, outer flat Kong Yubian caps outline and the outside aperture in flat hole are more than flat cap；The side or two in the interior flat hole
Side is provided with block.
Floor support plate includes upper and lower panel and inner side joist body, and the inner side joist body is to include crossbeam, longeron and cant beam to lead to
Cross end coupling and dock the steel construction stalk composite building components attachment structure to be formed, between the crossbeam, longeron and cant beam
The straw compression core body of filling matching in gap.
Claims (10)
1. a kind of wooden formula steel construction composite construction system of steel, including wall, cylinder, beam, floor support plate, door and window, and water power line
Road；It is characterized in that：The cylinder or beam use steel construction stalk composite building components, including two length are identical and counterpart is arranged
Groove profile shaped steel, the web of the side plate and connection of the groove profile shaped steel including both sides between the side plates, the edge of the side plate is inside
Rollover folding forms flange, and flange part is parallel with side plate and has gap, and straw compression is provided with inside two described groove profile shaped steel
Core body, the cross sectional shape of the core body is matched with the shape of cross section inside two groove profile shaped steel；
End coupling is provided with the end of groove profile shaped steel, the end coupling includes two groove profile insertion bodies and end plate, two
Groove profile insertion body end is fixedly connected on end plate, and two groove profile insertion bodies include the trough rim plate and trough floor of both sides, and groove profile is inserted
Enter body and can match to be wrapped on the outside of groove profile shaped steel end or can match insertion groove profile shaped steel tip inside, groove profile insertion body
Trough rim plate, the side plate of groove profile shaped steel be fixedly connected with flange three by rivet, at least one group pair of described connection end plate
Side, which is symmetrically stretched out outside groove profile insertion body, forms outer, and the outer is provided with connecting hole；
The part of the end of the close groove profile shaped steel of straw compression core body is length and insertion body length identical contraction section, the receipts
The shape of cross section of contracting section is matched with the shape of cross section inside two groove profile insertion bodies；
The steel construction stalk composite building components composition steel construction stalk composite building components connection knot of at least two interconnections
Structure, for connecting cylinder and beam；The end plate for constituting the end coupling of the steel construction stalk composite building components of beam passes through spiral
It is connected on the built-in interconnection body in the middle part of cylinder or on external interconnection body；The built-in interconnection body includes two
Groove profile slide mass and the connecting plate being connected between two slide masses, two groove profile slide masses include the slip side plate of both sides respectively
And sliding floor, the cross section outer contour shape of groove profile slide mass is matched with groove profile shaped steel cross section inner wall shape, described to slide
Side plate is inserted into the gap between the flange of described groove profile shaped steel and side plate, slip side plate, the groove profile type of groove profile slide mass
The side plate of steel is fixedly connected with flange three by rivet, and intersection is provided with described slip side plate or/and sliding floor and is connected
Hole is connect, the interconnection hole of side plate and web provided with matching of the groove profile shaped steel outside it；The external interconnection body
Including two length are identical and the groove profile slide mass of counterpart arrangement, two groove profile slide masses slip side plate respectively including both sides and
Sliding floor, cross section Internal periphery shape and the groove profile shaped steel cross section outer wall form fit, described slip of groove profile slide mass
Side plate matches spiral-lock on the outside of the groove profile shaped steel；The counterpart direction of two groove profile slide masses of the external interconnection body with
The counterpart direction of two groove profile shaped steel of composite building components is vertical；Slip side plate, the side plate of groove profile shaped steel of groove profile slide mass
Three is fixedly connected by rivet with flange, interconnection hole is provided with described slip side plate or/and sliding floor, at it
The interconnection hole of side plate and web provided with matching of outside groove profile shaped steel；
Floor support plate includes upper and lower panel and inner side joist body, and the inner side joist body is to include crossbeam, longeron and cant beam to pass through end
Portion's connector docks the steel construction stalk composite building components attachment structure to be formed, in the crossbeam, longeron and cant beam gap
Fill the straw compression core body of matching.
2. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：On the side plate of groove profile shaped steel
It is provided with interior flat hole, inner via hole and flat cap connecting bolt is installed, the flat cap connecting bolt includes screw rod and flat cap and spiral shell
Mother, the flat cap is located at the inner side of side plate, while outer flat hole is provided with the end plate of end coupling, outer flat Kong Yubian caps wheel
The aperture in exterior feature matching and outer flat hole is more than flat cap；The one or both sides in the interior flat hole are provided with block.
3. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：The two ends of described connecting plate
It is connected between relative sliding floor, connecting plate is with sliding side plate parallel arrangement and with sliding the distance between side plate
With the thickness matching of flange, the arrangement of connecting plate avoids rivet location.
4. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：Described straw compression core body
Include two sections positioned opposite and the cavity that length is L left between two sections, provided with length be built in L in the cavity
Interconnection body.
5. the wooden formula steel construction composite construction system of steel according to claim 4, it is characterized in that：In the inside of interconnection body
Provided with matching short straw compression core body with its interior cross-sectional shape.
6. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：Described end coupling
It is vertical between two groove profile insertion bodies and end plate to connect.
7. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：Described end coupling
The part of two groove profile insertion bodies and end plate connection is provided with transition bight portion, vertical between the outer end of transition bight portion and end plate to connect
Connect.
8. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：Described beam is two symmetrical
Installed in the both sides of pillar, or the adjacent side at a right angle for being arranged on pillar.
9. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：Described beam is three, is in
" fourth " shape is connected to three sides of pillar.
10. the wooden formula steel construction composite construction system of steel according to claim 1, it is characterized in that：Described beam is four, is in
" ten " shape is connected to four sides of pillar.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621474845.5U CN206428817U (en) | 2016-12-30 | 2016-12-30 | Steel wood formula steel construction composite construction system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621474845.5U CN206428817U (en) | 2016-12-30 | 2016-12-30 | Steel wood formula steel construction composite construction system |
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| CN206428817U true CN206428817U (en) | 2017-08-22 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759905A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | Steel wood formula steel construction composite construction system |
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2016
- 2016-12-30 CN CN201621474845.5U patent/CN206428817U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759905A (en) * | 2016-12-30 | 2017-05-31 | 河南奥斯派克科技有限公司 | Steel wood formula steel construction composite construction system |
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