CN203755455U - Super high-rise core tube and outer frame beam post-cast joint - Google Patents

Super high-rise core tube and outer frame beam post-cast joint Download PDF

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Publication number
CN203755455U
CN203755455U CN201420102578.3U CN201420102578U CN203755455U CN 203755455 U CN203755455 U CN 203755455U CN 201420102578 U CN201420102578 U CN 201420102578U CN 203755455 U CN203755455 U CN 203755455U
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CN
China
Prior art keywords
place
roof beam
housing
walls structure
core walls
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Withdrawn - After Issue
Application number
CN201420102578.3U
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Chinese (zh)
Inventor
陈耀钢
张军
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Jiangsu Zhongnan Construction Industry Group Co Ltd
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Jiangsu Zhongnan Construction Industry Group Co Ltd
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Priority to CN201420102578.3U priority Critical patent/CN203755455U/en
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Abstract

The utility model discloses a super high-rise core tube and outer frame beam post-cast joint. The super high-rise core wall and outer frame beam post-cast joint comprises a core tube shear wall and an outer frame beam, wherein a pre-buried plate and pre-buried shape steel are arranged on the joint of the core wall shear wall and the outer frame beam, and a bracket of the pre-buried plate and a bracket of the pre-buried shape steel are connected; steel ribs are pre-buried in the core wall shear wall and the outer frame beam, steel rib connectors are pre-buried in the anchoring end of the core tube shear wall through longitudinal tensioned steel ribs of the outer frame beam, and the steel rib connectors and the longitudinal tensioned steel ribs of the outer frame beam are in straight thread connection in equal strength. The core wall structure is high in bearing capacity, short in construction cycle, convenient to construct and high in efficiency.

Description

Super High Core Walls Structure and housing water node after setting a roof beam in place
Technical field
the utility model relates to after a kind of and waters node, particularly relates to after a kind of Super High Core Walls Structure and housing are set a roof beam in place and waters node, belongs to technical field of buildings.
Background technology
In the construction of Core Walls Structure outside framework structure, in order to guarantee the good stress performance of effective connection, nodes domains of node, the crossed node of Core Walls Structure shear wall and Vierendeel girder, traditional construction method is integrated poured.But cause thus long construction period, Core Walls Structure is " wait " Vierendeel girder layer by layer, together cast, efficiency of construction is low, and construction economy is very poor.
utility model content
for the deficiencies in the prior art, the purpose of this utility model is, waters node after providing a kind of Super High Core Walls Structure and housing to set a roof beam in place, bearing capacity is high, short construction period, easy construction and efficiency high.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: Super High Core Walls Structure and housing water node after setting a roof beam in place, comprise that Core Walls Structure shear wall and housing set a roof beam in place, it is characterized in that: described Core Walls Structure shear wall and the housing crossing Nodes of setting a roof beam in place is provided with embedded board and pre-buried shaped steel, and the bracket of described embedded board and pre-buried shaped steel is connected; Described Core Walls Structure shear wall and the housing inner embedded bar of setting a roof beam in place, described housing is set a roof beam in place Reinforcement at Core Walls Structure shear wall anchored end termination embedded bar connector, and described reinforcing bar connector and housing are set a roof beam in place and vertical to steel bar stress, adopted equal strength straight thread to be connected.
Aforesaid Super High Core Walls Structure and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is provided with peg.
Aforesaid Super High Core Walls Structure and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is single H shaped steel.
Aforesaid Super High Core Walls Structure and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is double H-type steel.
Aforesaid Super High Core Walls Structure and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is double flute steel.
Aforesaid Super High Core Walls Structure and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is double angle.
The beneficial effects of the utility model are:
(1) Core Walls Structure shear wall and the housing crossing Nodes of setting a roof beam in place is provided with embedded board and pre-buried shaped steel, makes core wall structure have higher supporting capacity;
(2) core wall structure can be relatively independent to upper, thereby shorten construction period, strengthen construction independence and controllability;
(3) housing is set a roof beam in place when the shear wall with building moulding is connected, and can form top dressing after concrete, connects reliable and easy construction between the two.
Accompanying drawing explanation
Fig. 1 is that the utility model list H shaped steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the structural representation of node;
Fig. 2 is that the utility model list H shaped steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the profile of node A-A;
Fig. 3 is that the utility model double H-type steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the structural representation of node;
Fig. 4 is that the utility model double H-type steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the profile of node A-A;
Fig. 5 is that the utility model double flute steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the structural representation of node;
Fig. 6 is that the utility model double flute steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the profile of node A-A;
Fig. 7 is that the utility model double flute steel is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the profile of Node B-B;
Fig. 8 is that the utility model double angle is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the structural representation of node;
Fig. 9 is that the utility model double angle is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the profile of node A-A;
Figure 10 is that the utility model double angle is put more energy into and after Core Walls Structure and housing are set a roof beam in place, watered the profile of Node B-B.
The specific embodiment
For further disclosing the technical solution of the utility model, below in conjunction with accompanying drawing, describe embodiment of the present utility model in detail.
embodiment 1
As shown in Figure 1 to Figure 2, Super High Core Walls Structure and housing water node after setting a roof beam in place, comprise that Core Walls Structure shear wall 1 and housing set a roof beam in place 2, described core shear wall 1 and the housing 2 crossing Nodes of setting a roof beam in place are provided with embedded board 3 and pre-buried shaped steel 4, described embedded board 3 is connected with the bracket of pre-buried shaped steel 4, and described pre-buried shaped steel 4 is provided with peg 5.Described Core Walls Structure shear wall 1 and the housing 2 inner embedded bars 6 of setting a roof beam in place, described housing is set a roof beam in place 2 Reinforcements 6 at Core Walls Structure shear wall 1 anchored end termination embedded bar connector 7, and set a roof beam in place 2 Reinforcement 6 of described reinforcing bar connector 7 and housing adopts equal strength straight threads to be connected.Described pre-buried shaped steel 4 is single H shaped steel.Housing is set a roof beam in place and 2 interiorly single H shaped steel is set the shear-carrying capacity of node is improved a lot, and load(ing) point ultimate bearing capacity can be brought up to 3 times of left and right of origin node; When the pre-buried area of structural steel is reduced to 1/3, load(ing) point ultimate bearing capacity still can be brought up to 2 times of left and right of origin node.
embodiment 2
As shown in Figure 3 to Figure 4, Super High Core Walls Structure and housing water node after setting a roof beam in place, comprise that Core Walls Structure shear wall 1 and housing set a roof beam in place 2, described core shear wall 1 and the housing 2 crossing Nodes of setting a roof beam in place are provided with embedded board 3 and pre-buried shaped steel 4, described embedded board 3 is connected with the bracket of pre-buried shaped steel 4, and described pre-buried shaped steel 4 is provided with peg 5.Described Core Walls Structure shear wall 1 and the housing 2 inner embedded bars 6 of setting a roof beam in place, described housing is set a roof beam in place 2 Reinforcements 6 at Core Walls Structure shear wall 1 anchored end termination embedded bar connector 7, and set a roof beam in place 2 Reinforcement 6 of described reinforcing bar connector 7 and housing adopts equal strength straight threads to be connected.Described pre-buried shaped steel 4 is double H-type steel.The housing 2 interior double H-type steel that arrange of setting a roof beam in place improve a lot to the shear-carrying capacity of node, and load(ing) point ultimate bearing capacity can be brought up to 3 times of left and right of origin node; When the pre-buried area of structural steel is reduced to while being 1/3, load(ing) point ultimate bearing capacity still can be brought up to 2 times of left and right of origin node.
embodiment 3
As shown in Figures 5 to 7, Super High Core Walls Structure and housing water node after setting a roof beam in place, comprise that Core Walls Structure shear wall 1 and housing set a roof beam in place 2, described core shear wall 1 and the housing 2 crossing Nodes of setting a roof beam in place are provided with embedded board 3 and pre-buried shaped steel 4, described embedded board 3 is connected with the bracket of pre-buried shaped steel 4, and described pre-buried shaped steel 4 is provided with peg 5.Described Core Walls Structure shear wall 1 and the housing 2 inner embedded bars 6 of setting a roof beam in place, described housing is set a roof beam in place 2 Reinforcements 6 at Core Walls Structure shear wall 1 anchored end termination embedded bar connector 7, and set a roof beam in place 2 Reinforcement 6 of described reinforcing bar connector 7 and housing adopts equal strength straight threads to be connected.Described pre-buried shaped steel 4 is double flute steel.The housing 2 interior double flute steel that arrange of setting a roof beam in place improve a lot to the shear-carrying capacity of node, although double flute steel waters 1/3 left and right of watering node after the reinforcing bar content of node only has single H shaped steel to put more energy into after putting more energy into, but its ultimate shear-carrying capacity is still watered 81.8% and 67.8% of node for single H shaped steel after putting more energy into, and its beaming resistance limit bearing capacity waters node after putting more energy into respect to single H shaped steel and even improved 94.5% and 73.2%.There are better economic benefits.
embodiment 4
As shown in Fig. 8 to Figure 10, Super High Core Walls Structure and housing water node after setting a roof beam in place, comprise that Core Walls Structure shear wall 1 and housing set a roof beam in place 2, described core shear wall 1 and the housing 2 crossing Nodes of setting a roof beam in place are provided with embedded board 3 and pre-buried shaped steel 4, described embedded board 3 is connected with the bracket of pre-buried shaped steel 4, and described pre-buried shaped steel 4 is provided with peg 5.Described Core Walls Structure shear wall 1 and the housing 2 inner embedded bars 6 of setting a roof beam in place, described housing is set a roof beam in place 2 Reinforcements 6 at Core Walls Structure shear wall 1 anchored end termination embedded bar connector 7, and set a roof beam in place 2 Reinforcement 6 of described reinforcing bar connector 7 and housing adopts equal strength straight threads to be connected.Described pre-buried shaped steel 4 is double angle.The housing 2 interior double angles that arrange of setting a roof beam in place improve a lot to the shear-carrying capacity of node, although double angle waters 1/3 left and right of watering node after the reinforcing bar content of node only has single H shaped steel to put more energy into after putting more energy into, but its ultimate shear-carrying capacity is still watered 81.8% and 67.8% of node for single H shaped steel after putting more energy into, and its beaming resistance limit bearing capacity waters node after putting more energy into respect to single H shaped steel and even improved 94.5% and 73.2%.There are better economic benefits.
more than, by description of listed embodiment, basic conception of the present utility model and basic principle have been set forth.But the utility model is never limited to above-mentioned listed embodiment, every equivalent variations of doing based on the technical solution of the utility model, improvement and deliberately become of inferior quality behavior, all should belong to protection domain of the present utility model.

Claims (6)

1. Super High Core Walls Structure and housing water node after setting a roof beam in place, comprise that Core Walls Structure shear wall and housing set a roof beam in place, it is characterized in that: described Core Walls Structure shear wall and the housing crossing Nodes of setting a roof beam in place is provided with embedded board and pre-buried shaped steel, and the bracket of described embedded board and pre-buried shaped steel is connected; Described Core Walls Structure shear wall and the housing inner embedded bar of setting a roof beam in place, described housing is set a roof beam in place Reinforcement at Core Walls Structure shear wall anchored end termination embedded bar connector, and the Reinforcement that described reinforcing bar connector is set a roof beam in place with housing adopts equal strength straight thread to be connected.
2. Super High Core Walls Structure according to claim 1 and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is provided with peg.
3. Super High Core Walls Structure according to claim 1 and 2 and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is single H shaped steel.
4. Super High Core Walls Structure according to claim 1 and 2 and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is double H-type steel.
5. Super High Core Walls Structure according to claim 1 and 2 and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is double flute steel.
6. Super High Core Walls Structure according to claim 1 and 2 and housing water node after setting a roof beam in place, and it is characterized in that: described pre-buried shaped steel is double angle.
CN201420102578.3U 2014-03-07 2014-03-07 Super high-rise core tube and outer frame beam post-cast joint Withdrawn - After Issue CN203755455U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420102578.3U CN203755455U (en) 2014-03-07 2014-03-07 Super high-rise core tube and outer frame beam post-cast joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420102578.3U CN203755455U (en) 2014-03-07 2014-03-07 Super high-rise core tube and outer frame beam post-cast joint

Publications (1)

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CN203755455U true CN203755455U (en) 2014-08-06

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866866A (en) * 2014-03-07 2014-06-18 江苏中南建筑产业集团有限责任公司 Ultra-high layer core tube and outer framework beam post-cast joint

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866866A (en) * 2014-03-07 2014-06-18 江苏中南建筑产业集团有限责任公司 Ultra-high layer core tube and outer framework beam post-cast joint
CN103866866B (en) * 2014-03-07 2016-08-17 江苏中南建筑产业集团有限责任公司 Super High Core Walls Structure and housing water node after setting a roof beam in place

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GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20140806

Effective date of abandoning: 20160817

C25 Abandonment of patent right or utility model to avoid double patenting