CN108589925A - A kind of high-rise building Core Walls Structure axle construction - Google Patents
A kind of high-rise building Core Walls Structure axle construction Download PDFInfo
- Publication number
- CN108589925A CN108589925A CN201810472937.7A CN201810472937A CN108589925A CN 108589925 A CN108589925 A CN 108589925A CN 201810472937 A CN201810472937 A CN 201810472937A CN 108589925 A CN108589925 A CN 108589925A
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- channel steel
- ring
- fixed
- fixed ring
- wall
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- 238000010276 construction Methods 0.000 title claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 84
- 239000010959 steel Substances 0.000 claims abstract description 84
- 238000003466 welding Methods 0.000 claims abstract description 45
- 238000007789 sealing Methods 0.000 claims abstract description 38
- 239000000203 mixture Substances 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 abstract description 17
- 230000002787 reinforcement Effects 0.000 abstract description 6
- 241000193830 Bacillus <bacterium> Species 0.000 abstract description 4
- 238000000465 moulding Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 210000003205 muscle Anatomy 0.000 description 5
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 230000004888 barrier function Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/34—Extraordinary structures, e.g. with suspended or cantilever parts supported by masts or tower-like structures enclosing elevators or stairs; Features relating to the elastic stability
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention relates to Core Walls Structure axle construction technical field, more particularly to a kind of high-rise building Core Walls Structure axle construction, the inside of wall is embedded with channel steel；Channel steel is internally provided with several apparatus for welding and positioning；Apparatus for welding and positioning includes fixed ring group and positioning column；Fixed ring end face is fixed in the inner bottom wall of channel steel；The both sides up and down of channel steel are pre-buried to be fixed with inner tooth sleeve；Fixed ring is closely embedded between outer shroud and inner ring；The end face of outer shroud is pressed in the inner bottom wall of channel steel；The lateral wall of fixed ring is provided with sealing concave ring；The opening direction of each open slot is towards ground.When using the present invention, which improves the waterproof ability of fixed ring, ensures the welding quality of bacillus and fixed ring；By the support between fixed ring and support element, the welding difficulty that reinforcing bar is not shown in floor figure is reduced；And the structure provides a supporting-point built for template by inner tooth sleeve, reduces the difficulty that template is built after reinforcement welding.
Description
Technical field
The present invention relates to Core Walls Structure axle construction technical field, more particularly to a kind of high-rise building Core Walls Structure axle construction.
Background technology
Currently, Super High core tube construction is generally constructed using backform.In construction, general Core Walls Structure vertical structure
It first constructs, constructs after horizontal structure.And be not influence the construction of Core Walls Structure vertical structure backform, the reserved plate muscle of horizontal structure
It bends in Core Walls Structure wall, is carried out at the same time and pours with walls concrete, again by reserved plate when later stage horizontal structure is constructed
Muscle is picked out.Although using the method carry out Core Walls Structure plate muscle it is reserved efficiently solve that horizontal bar influences that backform climbs ask
Topic, still, such mode need to shave reserved plate muscle digs out after and be subject to subsequent processing, to ensure holding for reinforcing bar and concrete
Wrap up in power.Obviously, work progress is more complicated.In view of workload and difficulty of construction that the later stage handles plate muscle, above-mentioned existing side
Formula is unfavorable for the progress and quality of Core Walls Structure pouring construction.
Invention content
In view of the defects and deficiencies of the prior art, the present invention intends to provide a kind of reduction reinforcement welding difficulty, protect
Protect the high-rise building Core Walls Structure axle construction of reinforcement welding position.
To achieve the above object, the technical solution adopted by the present invention is：
A kind of high-rise building Core Walls Structure axle construction of the present invention, it includes wall and support element；The wall it is interior
Portion is embedded with channel steel；The axial direction of the channel steel and horizontal plane are arranged in parallel；The open end and wall of the channel steel
Side surface be arranged in an identical perpendicular；The bottom of the channel steel is fixed with several connecting rods；The connecting rod
End is fixed with circular slab；
The channel steel is internally provided with several apparatus for welding and positioning；The apparatus for welding and positioning is equal along the axial direction of channel steel
Even arrangement；The apparatus for welding and positioning includes fixed ring group and positioning column；The fixed ring group and positioning column are arranged at phase
On same perpendicular；The fixed ring group is made of several fixed rings；The fixed ring is uniform along the width direction of channel steel
Arrangement；The fixed ring end face is fixed in the inner bottom wall of channel steel；It is both provided with sealing cover on the fixed ring other end；
The positioning column is fixed on channel steel on a madial wall on ground；
The support element by arc plate and support bar group at；The cross section of the arc plate is in half-circle-arc shape；The arc plate
Open end be semicircular opening end face；The supporting rod is arranged on arc plate on the side far from semicircular opening end face；Institute
Supporting rod is stated to be fixed on the lateral wall of arc plate；It is cased with positioning sleeve outside the supporting rod；The shaft of the supporting rod and positioning
The shaft of column matches with the endoporus of positioning sleeve；The height of the positioning sleeve is more than the height of positioning column；The length of positioning sleeve
Less than the length of supporting rod；The both ends of the positioning sleeve are respectively fitted on positioning column and supporting rod；
The both sides up and down of the channel steel are pre-buried to be fixed with inner tooth sleeve；The inner tooth sleeve end face is in seal shape；Inner tooth sleeve is another
End face is open end；The open end of the inner tooth sleeve and the side surface of wall are arranged in an identical perpendicular；
The inner side end flap of the sealing cover is provided with outer shroud and inner ring；It is coaxially disposed between the outer shroud and inner ring；Institute
The outer ring of the endoporus and fixed ring of stating outer shroud matches；The outer ring of the inner ring and the inner ring of fixed ring match；The fixation
Ring is closely embedded between outer shroud and inner ring；The end face of the outer shroud is pressed in the inner bottom wall of channel steel；Outside the fixed ring
Side wall is provided with sealing concave ring；The sealing concave ring is coaxially disposed with fixed ring；It is provided with open slot on the side wall of the outer shroud；
The opening direction of each open slot is towards ground.
Further, the lateral wall of the channel steel is both provided with raised line；The raised line extends along the length direction of channel steel.
Further, several bulge loops are provided on the lateral wall of the inner tooth sleeve；Axial direction of the bulge loop along inner tooth sleeve
Direction arranges.
Further, the endoporus of the positioning sleeve is square hole.
With the above structure, the present invention has the beneficial effect that：A kind of high-rise building Core Walls Structure axis knot of the present invention
The inside of structure, wall is embedded with channel steel；The axial direction of channel steel and horizontal plane are arranged in parallel；The open end and wall of channel steel
The side surface of body is arranged in an identical perpendicular；The bottom of channel steel is fixed with several connecting rods；The end of connecting rod is solid
Surely there is circular slab；Channel steel is internally provided with several apparatus for welding and positioning；Apparatus for welding and positioning is equal along the axial direction of channel steel
Even arrangement；Apparatus for welding and positioning includes fixed ring group and positioning column；Fixed ring group and positioning column are arranged at identical vertical
In plane；Fixed ring group is made of several fixed rings；Fixed ring is evenly distributed along the width direction of channel steel；Fixed ring end face
It is fixed in the inner bottom wall of channel steel；Fixed ring is both provided with sealing cover on other end；Positioning column is fixed on channel steel closely
On one madial wall in face；Support element by arc plate and support bar group at；The cross section of arc plate is in half-circle-arc shape；Arc plate
Open end is semicircular opening end face；Supporting rod is arranged on arc plate on the side far from semicircular opening end face；Supporting rod is solid
It is scheduled on the lateral wall of arc plate；It is cased with positioning sleeve outside supporting rod；The shaft of supporting rod and the shaft of positioning column are and positioning sleeve
Endoporus match；The height of positioning sleeve is more than the height of positioning column；The length of positioning sleeve is less than the length of supporting rod；Positioning sleeve
Both ends be respectively fitted on positioning column and supporting rod；；The both sides up and down of channel steel are pre-buried to be fixed with inner tooth sleeve；Inner tooth sleeve end face
In seal shape；Inner tooth sleeve other end is open end；The open end of inner tooth sleeve and the side surface of wall are arranged identical
In one perpendicular；The inner side end flap of sealing cover is provided with outer shroud and inner ring；It is coaxially disposed between outer shroud and inner ring；
The endoporus of outer shroud and the outer ring of fixed ring match；The outer ring of inner ring and the inner ring of fixed ring match；Fixed ring is closely embedded in
To between outer shroud and inner ring；The end face of outer shroud is pressed in the inner bottom wall of channel steel；The lateral wall of fixed ring is provided with sealing concave ring；
Sealing concave ring is coaxially disposed with fixed ring；It is provided with open slot on the side wall of outer shroud；The equal direction of opening direction of each open slot
Ground.When using the present invention, after connecting rod and circular slab are embedded in wall, make being integrally attached in wall for channel steel, the structure
Middle channel steel will not be molded wall sliding formwork and slide composition obstruction on wall；Due to the front end face and inner ring surface of fixed ring be with
The welding position of reinforcing bar；The time interval that channel steel is fixed at wall and the channel steel between the molding of floor is longer, so inevitably
It can be exposed to wind and rain, be easy to make the welding position corrosion of fixed ring；The effect of sealing cover be make fixed ring welding end surface and
Inner ring surface is protected；The outer shroud of outer shroud is fitted in the inner bottom wall of channel steel, is carried out first of sealing, can be prevented larger water
The inside of outer shroud is flowed into, then by the way that sealing concave ring is arranged, makes to penetrate into outer shroud and flows downward along sealing concave ring, barrier is oozed
Water travels further into, and is then dripped in the bottom of sealing concave ring due to gravity, is then leaked out from open slot；The structure carries
High fixed ring waterproof ability ensures the welding quality of bacillus and fixed ring；It is welded with fixed ring in the reinforcing bar for carrying out corresponding position
When, it is inserted in positioning sleeve on the positioning column of corresponding position, then the supporting rod chosen in advance is inserted into from the top of positioning sleeve；Choosing
The supporting rod of the corresponding length of position height selection when selecting supporting rod according to fixed ring on channel steel；Make arc plate and required welding
The axle center of fixed ring overlaps；By the support between fixed ring and support element, keep the welding between reinforcing bar and channel steel simpler,
Reduce the welding difficulty that reinforcing bar is not shown in floor figure；And the structure is after reinforcement welding, by positioning sleeve to
On slide into and leave positioning column rear support completely and can be removed, on the one hand which can follow at detachable structure
Ring utilizes, and on the other hand can not interfere concrete to enter the inside of channel steel in concrete shaping structures；It is needed before floor molding
Build template；A supporting-point built is provided for template by inner tooth sleeve, reduces the difficulty that template is built.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention；
Fig. 2 is the portions the A enlarged view in Fig. 1；
Fig. 3 is the structural schematic diagram of sealing cover；
Fig. 4 is the portions the B enlarged view in Fig. 1；
Fig. 5 is the internal structure chart of channel steel；
Reference sign：
1, wall；2, inner tooth sleeve；201, bulge loop；3, channel steel；301, raised line；4, circular slab；
5, connecting rod；6, sealing cover；601, outer shroud；601a, open slot；602, inner ring；
7, fixed ring；701, sealing concave ring；8, arc plate；9, supporting rod；10, positioning column；
11, positioning sleeve.
Specific implementation mode
The present invention will be further described below with reference to the drawings.
As shown in Fig. 1 to 5, a kind of high-rise building Core Walls Structure axle construction of the present invention, it includes wall 1 and branch
Support member；The inside of the wall 1 is embedded with channel steel 3；The axial direction of the channel steel 3 and horizontal plane are arranged in parallel；It is described
The open end of channel steel 3 is arranged with the side surface of wall 1 in an identical perpendicular；The bottom of the channel steel 3 is fixed
There are several connecting rods 5；The end of the connecting rod 5 is fixed with circular slab 4；After connecting rod 5 and circular slab 4 are embedded in wall 1, make channel steel
3 are integrally attached in wall 1, and channel steel 3 will not be molded wall sliding formwork and slide on wall composition obstruction in the structure；
The channel steel 3 is internally provided with several apparatus for welding and positioning；Axial direction of the apparatus for welding and positioning along channel steel 3
It is evenly distributed；The apparatus for welding and positioning includes fixed ring group and positioning column 10；The fixed ring group and positioning column 10 are all provided with
It sets on identical perpendicular；The fixed ring group is made of several fixed rings 7；Width of the fixed ring 7 along channel steel 3
Direction is evenly distributed；7 end face of the fixed ring is fixed in the inner bottom wall of channel steel 3；The fixed ring is all provided on 7 other end
It is equipped with sealing cover 6；The positioning column 10 is fixed on channel steel 3 on a madial wall on ground；The diameter of bore of fixed ring 7 exists
When design, according to the reinforcing bar of required welding（It is not shown in figure）It is configured；Namely the diameter of reinforcing bar is equal to fixed ring 7
Diameter of bore；Fixed ring 7 utilizes the sealing of sealing cover 6 to fix before welding, to the position of welding of the reinforcing bar in fixed ring 7 into
Row sealing, ensures welding quality；
The support element is made of arc plate 8 and supporting rod 9；The cross section of the arc plate 8 is in half-circle-arc shape；The circular arc
The open end of plate 8 is semicircular opening end face；The side far from semicircular opening end face is arranged on arc plate 8 in the supporting rod 9
On；The supporting rod 9 is fixed on the lateral wall of arc plate 8；It is cased with positioning sleeve 11 outside the supporting rod 9；The supporting rod 9
Endoporus of the shaft of shaft and positioning column 10 with positioning sleeve 11 matches；The height of the positioning sleeve 11 is more than positioning column 10
Highly；The length of positioning sleeve 11 is less than the length of supporting rod 9；The both ends of the positioning sleeve 11 are respectively fitted over positioning column 10 and support
On bar 9；When the reinforcing bar for carrying out corresponding position is welded with fixed ring 7, positioning sleeve is inserted on the positioning column 10 of corresponding position
11, then the supporting rod 9 chosen in advance is inserted into from the top of positioning sleeve 11；According to fixed ring 7 in channel steel 3 when selection supporting rod 9
On the corresponding length of position height selection supporting rod 9；Arc plate 8 is set to be overlapped with the required axle center for being welded and fixed ring 7；By solid
Determine the support between ring 7 and support element, keep the welding between reinforcing bar and channel steel 3 simpler, reduces floor（Do not show in figure
Go out）The welding difficulty of upper reinforcing bar；And the structure is after reinforcement welding, by 11 upward sliding of positioning sleeve to leaving completely
10 rear support of positioning column can be removed, on the one hand which can recycle at detachable structure, on the other hand
Concrete can not be interfered to enter the inside of channel steel 3 in concrete shaping structures；
The both sides up and down of the channel steel 3 are pre-buried to be fixed with inner tooth sleeve 2；2 end face of the inner tooth sleeve is in seal shape；Inner tooth sleeve 2
Other end is open end；The open end of the inner tooth sleeve 2 and the side surface setting of wall 1 are vertical flat at identical one
In face；It needs to build template before floor molding；A supporting-point built is provided for template by inner tooth sleeve 2, reduces template
The difficulty built；
The inner side end flap of the sealing cover 6 is provided with outer shroud 601 and inner ring 602；The outer shroud 601 and inner ring 602 it
Between be coaxially disposed；The endoporus of the outer shroud 601 and the outer ring of fixed ring 7 match；The outer ring of the inner ring 602 and fixed ring 7
Inner ring match；The fixed ring 7 is closely embedded between outer shroud 601 and inner ring 602；The end face of the outer shroud 601 compresses
In the inner bottom wall of channel steel 3；The lateral wall of the fixed ring 7 is provided with sealing concave ring 701；The sealing concave ring 701 and fixation
Ring 7 is coaxially disposed；Open slot 601a is provided on the side wall of the outer shroud 601；The equal court of opening direction of each open slot 601a
Earthward；Since the front end face and inner ring surface of fixed ring 7 are the welding position with reinforcing bar；Channel steel 3 is fixed on wall 1 and the slot
Time interval at steel 3 between the molding of floor is longer, so can inevitably be exposed to wind and rain, is easy to make the welding of fixed ring 7
Position corrosion；The effect of sealing cover 6 is that the welding end surface of fixed ring 7 and inner ring surface is made to be protected；The outer shroud of outer shroud 601 is bonded
In the inner bottom wall of channel steel 3, first of sealing is carried out, can prevent larger flow from entering the inside of outer shroud 601, then lead to
Setting sealing concave ring 701 is crossed, makes to penetrate into outer shroud 601 and flows downward along sealing concave ring 701, barrier infiltration travels further into, so
It is dripped in the bottom of sealing concave ring 701 due to gravity, is then leaked out from open slot 601a afterwards；The structure improves fixed ring
7 waterproof abilities ensure the welding quality of bacillus and fixed ring 7.
As a kind of preferred embodiment of the present invention, the lateral wall of the channel steel 3 is both provided with raised line 301；The raised line 301
Length direction along channel steel 3 extends；The effect of raised line 301 is the tensile capacity for enhancing channel steel 3 in wall 1.
As a kind of preferred embodiment of the present invention, several bulge loops 201 are provided on the lateral wall of the inner tooth sleeve 2；Institute
The axial direction that bulge loop 201 is stated along inner tooth sleeve 2 arranges；Enhance tensile capacity of the inner tooth sleeve 2 in wall 1.
As a kind of preferred embodiment of the present invention, the endoporus of the positioning sleeve 11 is square hole, prevents positioning column 10 and support
It is relatively rotated between bar 9.
When using the present invention, after connecting rod and circular slab are embedded in wall, make being integrally attached in wall for channel steel, the knot
Channel steel will not be molded wall sliding formwork and slide composition obstruction on wall in structure；Since the front end face and inner ring surface of fixed ring are
With the welding position of reinforcing bar；The time interval that channel steel is fixed at wall and the channel steel between the molding of floor is longer, so difficult
Exempt to be exposed to wind and rain, is easy to make the welding position corrosion of fixed ring；The effect of sealing cover is to make the welding end surface of fixed ring
It is protected with inner ring surface；The outer shroud of outer shroud is fitted in the inner bottom wall of channel steel, is carried out first of sealing, can be prevented larger
Flow enters the inside of outer shroud, then by the way that sealing concave ring is arranged, makes to penetrate into outer shroud and flows downward along sealing concave ring, obstructs
Infiltration travels further into, and is then dripped in the bottom of sealing concave ring due to gravity, is then leaked out from open slot；The structure
Waterproof ability fixed ring is improved, ensures the welding quality of bacillus and fixed ring；In the reinforcing bar for carrying out corresponding position and fixed boxing
When connecing, it is inserted in positioning sleeve on the positioning column of corresponding position, then the supporting rod chosen in advance is inserted into from the top of positioning sleeve；
Position height selection when supporting rod according to fixed ring on channel steel is selected to correspond to the supporting rod of length；Make arc plate and required weldering
The axle center for connecing fixed ring overlaps；By the support between fixed ring and support element, keep the welding between reinforcing bar and channel steel simpler
It is single, reduce the welding difficulty that reinforcing bar is not shown in floor figure；And the structure passes through positioning sleeve after reinforcement welding
Upward sliding can be removed to positioning column rear support is left completely, on the one hand which can at detachable structure
It recycles, on the other hand can not interfere concrete to enter the inside of channel steel in concrete shaping structures；Before floor molding
It needs to build template；A supporting-point built is provided for template by inner tooth sleeve, reduces the difficulty that template is built；Outside channel steel
The effect that side wall is both provided with raised line is the tensile capacity for enhancing channel steel in wall；The endoporus of positioning sleeve is square hole, anti-fastening
It is relatively rotated between position column and supporting rod.
The above is only the better embodiment of the present invention, therefore all constructions according to described in present patent application range,
The equivalent change or modification that feature and principle are done, is included within the scope of present patent application.
Claims (4)
1. a kind of high-rise building Core Walls Structure axle construction, it is characterised in that：It includes wall（1）And support element；The wall
（1）Inside be embedded with channel steel（3）；The channel steel（3）Axial direction and horizontal plane it is arranged in parallel；The channel steel（3）
Open end and wall（1）Side surface be arranged in an identical perpendicular；The channel steel（3）Bottom be fixed with
Several connecting rods（5）；The connecting rod（5）End be fixed with circular slab（4）；
The channel steel（3）Be internally provided with several apparatus for welding and positioning；The apparatus for welding and positioning is along channel steel（3）Axial direction
Direction is evenly distributed；The apparatus for welding and positioning includes fixed ring group and positioning column（10）；The fixed ring group and positioning column
（10）It is arranged on identical perpendicular；The fixed ring group is by several fixed rings（7）Composition；The fixed ring（7）
Along channel steel（3）Width direction it is evenly distributed；The fixed ring（7）End face is fixed on channel steel（3）Inner bottom wall on；It is described solid
Determine ring（7）Sealing cover is both provided on other end（6）；The positioning column（10）It is fixed on channel steel（3）The one of upper close ground
On madial wall；
The support element is by arc plate（8）And supporting rod（9）Composition；The arc plate（8）Cross section be in half-circle-arc shape；Institute
State arc plate（8）Open end be semicircular opening end face；The supporting rod（9）It is arranged in arc plate（8）It is upper to be opened far from semicircle
On the side of mouth end face；The supporting rod（9）It is fixed on arc plate（8）Lateral wall on；The supporting rod（9）It is cased with positioning outside
Set（11）；The supporting rod（9）Shaft and positioning column（10）Shaft and positioning sleeve（11）Endoporus match；It is described fixed
Position set（11）Height be more than positioning column（10）Height；Positioning sleeve（11）Length be less than supporting rod（9）Length；It is described fixed
Position set（11）Both ends be respectively fitted over positioning column（10）And supporting rod（9）On；
The channel steel（3）Both sides up and down pre-buried be fixed with inner tooth sleeve（2）；The inner tooth sleeve（2）End face is in seal shape；It is interior
Facing（2）Other end is open end；The inner tooth sleeve（2）Open end and wall（1）Side surface be arranged identical
A perpendicular in；
The sealing cover（6）Inner side end flap be provided with outer shroud（601）And inner ring（602）；The outer shroud（601）With it is interior
Ring（602）Between be coaxially disposed；The outer shroud（601）Endoporus and fixed ring（7）Outer ring match；The inner ring（602）
Outer ring and fixed ring（7）Inner ring match；The fixed ring（7）Closely it is embedded into outer shroud（601）With inner ring（602）It
Between；The outer shroud（601）End face be pressed on channel steel（3）Inner bottom wall on；The fixed ring（7）Lateral wall be provided with sealing
Concave ring（701）；The sealing concave ring（701）With fixed ring（7）Coaxial arrangement；The outer shroud（601）Side wall on be provided with out
Mouth slot（601a）；Each open slot（601a）Opening direction towards ground.
2. a kind of high-rise building Core Walls Structure axle construction according to claim 1, it is characterised in that：The channel steel（3）'s
Lateral wall is both provided with raised line（301）；The raised line（301）Along channel steel（3）Length direction extend.
3. a kind of high-rise building Core Walls Structure axle construction according to claim 1, it is characterised in that：The inner tooth sleeve（2）
Lateral wall on be provided with several bulge loops（201）；The bulge loop（201）Along inner tooth sleeve（2）Axial direction arrangement.
4. a kind of high-rise building Core Walls Structure axle construction according to claim 1, it is characterised in that：The positioning sleeve（11）
Endoporus be square hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810472937.7A CN108589925B (en) | 2018-05-17 | 2018-05-17 | Super high-rise building core barrel shaft structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810472937.7A CN108589925B (en) | 2018-05-17 | 2018-05-17 | Super high-rise building core barrel shaft structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108589925A true CN108589925A (en) | 2018-09-28 |
| CN108589925B CN108589925B (en) | 2020-01-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810472937.7A Active CN108589925B (en) | 2018-05-17 | 2018-05-17 | Super high-rise building core barrel shaft structure |
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| Country | Link |
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| CN (1) | CN108589925B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403466A (en) * | 2018-10-25 | 2019-03-01 | 中国十七冶集团有限公司 | A kind of construction method of eminence reinforced concrete hanging beam diaphragm structure built-in fitting |
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| CN108589925B (en) | 2020-01-07 |
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