CN205894368U - Super high -rise building's cylindricality structure suitable for veneer is connected - Google Patents

Super high -rise building's cylindricality structure suitable for veneer is connected Download PDF

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Publication number
CN205894368U
CN205894368U CN201620805451.7U CN201620805451U CN205894368U CN 205894368 U CN205894368 U CN 205894368U CN 201620805451 U CN201620805451 U CN 201620805451U CN 205894368 U CN205894368 U CN 205894368U
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China
Prior art keywords
post body
rise building
steel plate
column construction
connecting portion
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CN201620805451.7U
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Chinese (zh)
Inventor
华玉武
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ZHEJIANG YUEGONG STEEL STRUCTURE CO Ltd
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ZHEJIANG YUEGONG STEEL STRUCTURE CO Ltd
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Priority to CN201620805451.7U priority Critical patent/CN205894368U/en
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Abstract

The utility model relates to a super high -rise building's cylindricality structure suitable for veneer is connected belongs to assembly type structure technical field. Including the post body, the direction of height of post body one side at least is equipped with single -row steel sheet, and two upper and lower faces of steel sheet perpendicular to post body set up, are equipped with a plurality of round holes on the steel sheet, are equipped with coupling mechanism on two upper and lower faces of post body respectively. The utility model provides a cylindricality structure, can be used to among the super high -rise building that the veneer connects with being connected of shingle nail, simple to operate is swift, the shear wall structure that forms huge lattice column form behind the wallboard is connected to the intercolumniation, can effectively improve and resist the horizontal loading ability, reduces superelevation layer assembly type structure's horizontal sidesway.

Description

A kind of column construction of the high-rise building being applied to veneer connection
Technical field
This utility model is related to a kind of column construction of the high-rise building being applied to veneer connection, belongs to assembled architecture Technical field.
Background technology
In high-rise building, substantially, the control of relative storey displacement is to structure safety control to the horizontal loads such as earthquake With one of the important indicator improving residence comfort, and conventional ultra high layer assembled architecture be meet the control of relative storey displacement will Ask, scene takes substantial amounts of wet construction, construction period is elongated, constrain the fast advantage of assembled architecture speed of application.
Utility model content
Based on above-mentioned consideration, the purpose of this utility model is to provide a kind of post of the high-rise building being applied to veneer connection Shape structure, realizes the connection and each precoated plate between by column construction, quick and easy for installation, and intercolumniation forms huge after connecting wallboard The shear wall structure of shape lattice column form, improves the horizontal shear strength of Super High assembled architecture.
To achieve these goals, the technical scheme that this utility model is adopted is:
A kind of column construction of the high-rise building being applied to veneer connection, including post body, the short transverse of post body At least side is provided with single-row steel plate, and steel plate is configured perpendicular to the upper and lower surfaces of post body, and steel plate is provided with some circular holes, It is respectively equipped with bindiny mechanism on the upper and lower surfaces of post body.
The short transverse of described post body is provided with recess, and recess is located at the both sides of steel plate positive and negative and is symmetrical arranged.
Described steel plate is the multiple settings being interrupted or integral type is continuously laid.
Described steel plate positive and negative be respectively provided on two sides with some reinforcing bars, reinforcing bar is from the inside of post body is protruding and and steel Plate is parallel.
The exposed junction of described reinforcing bar is provided with external screw thread.
Described bindiny mechanism is edge positioned at post body top and bottom and is embedded into the intrinsic some nuts of post, and It is welded to connect by round steel between symmetrically arranged nut on top and bottom or threaded by round steel.
Described bindiny mechanism includes the connecting portion being connected respectively with the top and bottom of post body, and the other end of connecting portion is provided with even Fishplate bar, connecting plate is provided with some circular holes, the size being smaller in size than connecting plate of connecting portion.
Described connecting portion is the inlet being communicated with connecting portion on hollow structure, and connecting plate, and in connecting portion, cast is mixed Solidifying soil.
Described steel plate positive and negative be respectively provided on two sides with some nuts, nut place face symmetrically sets on face corresponding thereto It is welded to connect by round steel between the nut put or threaded by round steel.
Described bindiny mechanism is some reinforcing bars being arranged at post body top and bottom edge, and the exposed junction of reinforcing bar is provided with outer spiral shell Stricture of vagina.
The column construction that this utility model provides, can be used for the connection with shingle nail in the high-rise building of veneer connection, Quick and easy for installation, intercolumniation forms the shear wall structure of huge lattice column form after connecting wallboard, can effectively improve opposing level Weight bearing power, reduces the horizontal comparison of Super High assembled architecture.
Below by way of the drawings and specific embodiments, this utility model is further elaborated.
Brief description:
Fig. 1 is the overlooking the structure diagram of this utility model embodiment one;
Fig. 2 is the front view of Fig. 1;
Fig. 3 is the overlooking the structure diagram of this utility model embodiment two;
Fig. 4 is the front view of Fig. 3;
Fig. 5 is the structural representation of this utility model embodiment three.
Specific embodiment:
In conjunction with shown in Fig. 1 to Fig. 5, a kind of cylindricality of high-rise building being applied to veneer connection that this utility model provides Structure, including post body 1, the short transverse at least side of post body 1 is provided with single-row steel plate 2, and steel plate 2 is perpendicular to post body 1 Upper and lower surfaces 4 are configured, and steel plate 2 is provided with some circular holes 7, and circular hole 7 can adopt multiple rows of setting;Wherein, steel plate 2 is permissible Multiple using interruption are configured from top to bottom, it would however also be possible to employ integral type is continuously laid, in accompanying drawing only taking integral type as a example, Connection between multiple post bodies 1, is respectively equipped with bindiny mechanism on the upper and lower surfaces 4 of post body 1 for convenience.
Further, in order to coordinate wet construction, after facilitating column construction to be connected with shingle nail, pour into a mould concrete in junction, Also it is provided with recess 5 in above-mentioned post body 1 short transverse, recess 5 is located at the both sides of steel plate 2 positive and negative and is symmetrical arranged.
In order to increase the bonding strength of post body 1 and shingle nail, can be with using the following two kinds mode: mode one: above-mentioned Post body 1 upper steel plate 2 be respectively provided on two sides with some reinforcing bars 3, reinforcing bar 3 is protruding and flat with steel plate 2 from the inside of post body 1 OK.Steel plate 2 can be configured as one group with the reinforcing bar 3 of both sides, can be entered according to the quantity that post body 1 is connected with shingle nail The multi-direction multigroup setting of row, only taking bi-directional symmetrical setting is as a example illustrated in accompanying drawing 1 and Fig. 2.Post body 1 is connected with shingle nail When, steel plate 2 can be fixedly connected by connector bolt with the steel plate on shingle nail it is also possible to directly be fixed even with bolt Connect, reinforcing bar 3 can be arranged with being fixedly connected using welding manner or the mode of tying up further with the reinforcing bar on shingle nail, also External screw thread can be respectively provided with reinforcing steel bars exposed end on the exposed junction of reinforcing bar 3 on post body 1 and shingle nail, using containing female thread Long sleeve reinforcing bar 3 is attached with the reinforcing bar on shingle nail.Mode two: in the both sides of above-mentioned post body 1 upper steel plate 2 respectively Be provided with some nuts, and be welded to connect by round steel between symmetrically arranged nut on the corresponding face in nut place face or Threaded by round steel, to increase nut tension effect.Mode two is exactly that reinforcing bar 3 in mode one is substituted for nut, post When body 1 is connected with shingle nail, in addition to steel plate 2 is attached as specified above, on the nut of steel plate 2 both sides and shingle nail Nut can be connected by screw rod, remaining result all same, therefore mode two no longer independent brief description.
After completing post body 1 and the connection of shingle nail in the manner described above, envelope can be placed at the recess 5 of post body 1 Plate, in the closed area jointly being enclosed with post body 1 and shingle nail by shrouding, cast concrete completes the connection with shingle nail.
The post body 1 with said structure needs multiple being attached it is contemplated that column construction connects in high-rise building The needs connecing, on above-mentioned post body 1 top and bottom 4, the bindiny mechanism of setting can be to be realized using following three kinds of modes:
Embodiment 1: as depicted in figs. 1 and 2, this bindiny mechanism is positioned at the edge of post body 1 top and bottom 4 and embedded Some nuts 6 in post body 1, and be welded to connect by round steel between symmetrically arranged nut 6 on top and bottom 4 or by circle Steel threaded (in figure is not drawn into), to increase the tension effect of nut 6.Have permissible between the post body 1 of this bindiny mechanism By screw rod, the nut on the joint face of upper and lower two post bodies 1 is fixedly connected.
Embodiment 2: as shown in Figure 3 and Figure 4, accompanying drawing is arranged as a example steel plate 2 by four direction, and wherein, bindiny mechanism includes The connecting portion 8 being connected with the top and bottom 4 of post body 1 respectively, the other end of connecting portion 8 is provided with connecting plate 9, and connecting plate 9 is provided with Some circular holes, the size being smaller in size than connecting plate 9 of connecting portion 8.Bindiny mechanism in the present embodiment is steel construction material, adopts The post body 1 of this bindiny mechanism can also be arranged by below scheme:
Scheme one: post body 1 adopts xoncrete structure, bindiny mechanism is embedded into inside the top and bottom 4 of post body 1, only makees Use for the connection between multiple post bodies 1, can the substantial amounts of consumption saving steel.When two adjacent post bodies 1 connect, Connecting plate 9 each other is stitched together, passes through the circular hole on connecting plate 9 that two connecting plates 9 are fixed together by bolt. This connected mode is simple, convenient to operation.
Scheme two: connecting portion 8 can be regarded post body 1, and connecting portion 8 is hollow structure, and connecting plate 9 is communicated with The inlet 10 of connecting portion 8.The outside of connecting portion 8 does not carry out the cast of concrete, and the inlet 10 from connecting plate 9 is to connection In portion 8, cast concrete, to strengthen the intensity of column construction.It is of course also possible to be mixed outside the connecting portion 8 of said structure The pouring practice of solidifying soil, further enhances its intensity.The program can be to carry out the mixed of substrustion when continuing up layer construction Solidifying soil cast, does not affect the progress of whole construction period.
Embodiment 3: as shown in figure 5, bindiny mechanism is some reinforcing bars 11 being arranged at post body 1 top and bottom 4 edge, reinforcing bar 11 exposed junction is provided with external screw thread.When there are two post bodies 1 of above-mentioned bindiny mechanism connecting, it is possible to use the length containing female thread Reinforcing bar on two adjacent top and bottom 4 is fixedly connected by sleeve, in the cast microdilatancy of the junction of two post bodies 1 from close Real concrete.
Above example only in order to the technical solution of the utility model is described and unrestricted, those of ordinary skill in the art couple Other modifications or equivalent that the technical solution of the utility model is made, without departing from technical solutions of the utility model Spirit and scope, all should cover in right of the present utility model.

Claims (10)

1. a kind of be applied to veneer connection high-rise building column construction it is characterised in that: include post body, post body Short transverse at least side is provided with single-row steel plate, and steel plate is configured perpendicular to the upper and lower surfaces of post body, and steel plate is provided with Some circular holes, the upper and lower surfaces of post body are respectively equipped with bindiny mechanism.
2. according to claim 1 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: The short transverse of described post body is provided with recess, and recess is located at the both sides of steel plate positive and negative and is symmetrical arranged.
3. according to claim 1 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: Described steel plate is the multiple settings being interrupted or integral type is continuously laid.
4. according to claim 1 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: Described steel plate positive and negative be respectively provided on two sides with some reinforcing bars, reinforcing bar is protruding and parallel with steel plate from the inside of post body.
5. according to claim 4 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: The exposed junction of described reinforcing bar is provided with external screw thread.
6. according to claim 1 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: Described bindiny mechanism is edge positioned at post body top and bottom and is embedded into the intrinsic some nuts of post, and on top and bottom It is welded to connect by round steel between symmetrically arranged nut or threaded by round steel.
7. according to claim 1 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: Described bindiny mechanism includes the connecting portion being connected respectively with the top and bottom of post body, and the other end of connecting portion is provided with connecting plate, even Fishplate bar is provided with some circular holes, the size being smaller in size than connecting plate of connecting portion.
8. according to claim 7 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: Described connecting portion is the inlet being communicated with connecting portion on hollow structure, and connecting plate, cast concrete in described connecting portion.
9. according to claim 1 a kind of be applied to veneer connection high-rise building column construction it is characterised in that: Described steel plate positive and negative be respectively provided on two sides with some nuts, symmetrically arranged nut on the face corresponding thereto of nut place face Between be welded to connect by round steel or threaded by round steel.
10. the column construction of a kind of high-rise building being applied to veneer connection according to claim 1, its feature exists In: described bindiny mechanism is some reinforcing bars being arranged at post body top and bottom edge, and the exposed junction of reinforcing bar is provided with external screw thread.
CN201620805451.7U 2016-07-27 2016-07-27 Super high -rise building's cylindricality structure suitable for veneer is connected Active CN205894368U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620805451.7U CN205894368U (en) 2016-07-27 2016-07-27 Super high -rise building's cylindricality structure suitable for veneer is connected

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620805451.7U CN205894368U (en) 2016-07-27 2016-07-27 Super high -rise building's cylindricality structure suitable for veneer is connected

Publications (1)

Publication Number Publication Date
CN205894368U true CN205894368U (en) 2017-01-18

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620805451.7U Active CN205894368U (en) 2016-07-27 2016-07-27 Super high -rise building's cylindricality structure suitable for veneer is connected

Country Status (1)

Country Link
CN (1) CN205894368U (en)

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